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Home My WebLink AboutNOA # 21-0205.03 ( 2-14-22 )MIAMI•DADE k'W, e-copy MIAMI-DADECOUNTY ® .PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOUJi$Miami, Florida 33175-2474, BOARD AND CODE ADMINISTRATION DIVISION , (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ®® ® PLIA CE www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice; FL 34275 SCOPE: It COUNTY ABC �,,9l1`t(/� 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 otherareas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/orthe AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incurthe expense of such testing and the AHJ may immediately 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 900 & 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 02/01/21, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of 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 2 and table 2 (sheet ) 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 referencedNOA'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 otherpurposes 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 th e expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, th en it sh all b e done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #20-0429.05 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMb�ADE coUNTY NOA No. 21-0205.03 ® Expiration Date: Apri114, 2026 Approval Date:March 25, 2021 Page 1 1: Evidence submitted under previous NOA A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted underNOA 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 L Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202-94 2) Large Missile Impact Test per FBC,. TAS 20I-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 Idahnis 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 202794 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 203-04 . .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, TASi 203794 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 .0n.01/04/16 and 02/11/16). 1" s I Z�in,-. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: " April 14, 2026 , Approval Date: March 25, 2021 E -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 FB,C, 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. 21-0205.03 Expiration Date: Apri114, 2026 Approval Date: March 25, 2021 E -2 PGT Industries, Inc. - NOTICE OF. ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE' 1. Miami Dade Department of Regulatory and Economic Resources (RER). E.. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14, issued to Vision. Extrusion Limited for their "White 'Rigid PVC.Egterior 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, expmi ng,'on 09/30/19. 4. Notice of'Acceptanc.eNo.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 02/04/2.1. .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 0.9/1.5/16, 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 08/1,0/17, .expiring_ on 02/28/18: 7. Test reports No(s). 10-002-792(A), 10-06-MO527;. 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for, cellulosic composite material. (Submiited under NOA No. 11-0107.04). 8. Notice of Acceptance No. 14-091.6.11: 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 I. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6th 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. OTIIER . 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries; for their Series 5570/2770" Vinyl Sliding. Glass Door (Reinforced) — L.M.I.", expiring on 04/14/21. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 ExpirationDate: April 14, 2026 Approval Date: March 25, 2021 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previous submittal A.. DRAWINGS L ' 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 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 "Trosifolg Ultraclear, Clear, and Color PVB Glass Inter -layers", 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; T.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity , 0.8.81 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/ 1 r.-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 -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 71h Edition (2020), dated 04/22/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document between PGT, dated 03/30/15 and signed by all involved parties. G. OTHERS 1. This NOA revises NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (7th Edition), expiring 04/21 /21. 2. RER Test proposals #19-1155: dated 01/10/20 approved by Ishaq I. Chanda, RE, expiring 04/14/21'. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Date: March 25, 2021 E -5 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED K New Evidence Submitted A. DRAWINGS L . Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised. on 02/01/21, signed and sealed by A. Lynn Miller, P.E. Note:.This revision consists replacement -of same existing installation screw with flat head. B. " TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass 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. F. STATEMENTS I. Statement letter of conformance to FBC ` 7t" Edition (2020), .dated 02/01/21, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Private: Labeling Agreement dated 03/08/21 between PGT -Industries, Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruark, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS 1. This NOA revises & renews NOA# 20-0429.05 (PLA w/CGI), expiring 94/14/26. 2. The current associated PLA CGI file #21-0205.01., expiring 04/14/26. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205:03 Expiration Date: Apri114, 2026 ' Approval'Date: March 25,20.21 E -6 . I . . . . .............. . ...... . .. SERIES 5570 IMPACT. RESISTANT SLIDING GLASS DOOR INCLUDING. POCKETS & 90°/135 NOTES: ° CORNERS GENERAL 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET' 10, 2)DESIGN• PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED:PRESSURE AND GLASS PER"ASTME1300: 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 10D0 TAN `202ANDLIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (ILST REPORTS)_FTL-6337, 6338, 4646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10.006-10231; CAMBRIDGE. 535753-0$ 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, ING. 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 "MAYBE SUBSTITUTED. 10) THE;5570 SERIES SLIDINGGLASS-DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES, ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONSIN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT,; EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR: OTHER. SUBSTRATE APPLICATIONS SEE.TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1%2" THICK PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT. IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD,BUCKS DEPICTED AS2X ARE'1-1/2" THICK OR. GREATER: 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BU,CKDESIGN.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 BYTHE AUTHORITY HAVING JURISDICTION. 6) IF SILL LS 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 TIGHTTO 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- ' REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOWREQUIREMENTS FOR THE 3 DORS MAY BE.DETERMINED FROM DESIGN PRESSURE TABLESA OR 2; DEPENDING ON THE, AGA1 10 TARI_F.A- IMPACT RATING RATED FOR LARGE &SMALL. MISSILE IMPACT RESISTANCE TABLES 1, 2 & B.1, B2 ON SHEETS 7 & S Grotip Anchor - Substrate Frame Member - Min, Edge Dfstanca? Min. Embedment A ` )i12, steel SMS (G5) or 410 S.S. SMS (min.. II threadaln) 1l4" Eloo Ulfrecan P,T; Southem Pine, SG=0.55) Heatl! ilVJamhtP-#took _ 9116": 1-3/8" Afuminum.' 6063-15` (0A25" min.) HeadlSi1VJamb/H;li00k- TLY, . 118" -_ Steel, A36•, (0.060" min.) Head/SiIVJamb/Pfiook- 3i8"' - 0.060" Steel Slud, A653'e.�33',. .011" min,}• _ P.T. Scuthem Pine; (SG=.0.S5) Head/Siil/Jambip. hook` Haad/Sill/Jamb/P-hook 31T 7 . 1" .0.071" (14 Ga: 1;318" 1/4" DeWalt'Uitracon+ 1/4" Elco 410 S.S, CreteFlex Jamb y^' y 3/8" Hea&SHI/JamblP-book 1` 1-318" B ft12. steel wood Screw G5 P.T.Southem Pine,. SG=0.55 HeaTSill/JamblP.hook -. - :9116" _ 1-3/8" 1t4" Elco Ultracan . ;Oon§(ete, (min. 2 85.kst) P-hook 1'' 1.va" Hasd/SifVJamb+ 1,3116" - Ungrouled CMU, (ASTh1 C-90). JamWP;hook - - 1° C 1/4" DeWalt.Uttraconv - Concrete,. min, 3 ks{ ( } Hesd1S91/Jamb 1412" 1-316" P-hook 1" 1-31W Un roufetl CMU'ASTM G90 Jamb/P hook _ '(". .. 14144 /4" NMIVEIeo 410 S.S, CreteFlex Ungrouted CMU, (ASTM C-90) Jamb/P-hook: 1.314" 1114" Concrete ,(mm: 3.35 ksi) .: Head/SdUJamb y-V161 1-3/4" .-P-hook. 1" ..-1.3/4' 1WDeWa@/Efco18•SS.S. A re Gator 99 _ Concrete in, .°222ksI HeadtSilVJamWP•hook 1-112" _ Ungrc uted CMU; (ASTM C 91) Ja ilbtP-hook 2' A•1/41' P.T'Southem Pine, ISG=0:55} " HoadlSill/JamWP=nook 1" 1.3/8" ` 1/4" Elco Ultraeon Concrete; (min, 2:85 ksi - : ) Head/Sill/JambfP hook .Un routed CMU ASTM 690)- Jemb/P=hook!Id�318` V4" peWa}tUbracon+ Concrete, {min. 3 ksi}'" Head/SiIVJamb1P-Book 2;112"D Un routed CMU, ASTM C-90 JamWP-hook - 2112"1!4' DeWelt/EIco.410 S;S, iCodcrote, (min..3.35 kel) Head/SIIVJamb 2=1/TCreleFlax P-hook"2-1l2"Un routed CMU. (ASTM G90) --.--1—lr%�-Uoo1FNAIC:I91CIALSUMSItiAlt IU. MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED VT HE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED 'FOR°GROUTED CMU APPLICATIONS: ALL ANCHOR HEAD TYPES APPLICABLE.. FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE F, SHEET'21. CODES / STANDARDS USED:: o 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION' • ASTM El30"9 • ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100.16 ... . • AISC 360-16 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. L 3) CHOOSE WHICH ANCHOR GROUP (A-D)`IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, TH18 f 'SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. -PRESSURE 4) FROM THE DESIGN 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 -SET. 1070 TECHNOLOGY DR -SHEET 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. N. VENICE, FIL 34275 19411.49r1 lAnn GLAZING DETAILS ........... A0, ANCHOR LOCATIONS ....... 11-16 PANEL TYPES...................1 T EXTRUSIONS_ ......... 18' ACCESSORIES..................19 SCREEN DETAILS:............ 20 VINYL SLIDING GLASS DOOR' NOA (LM) GENERAL NOTES C) REV. ANCH. HEAD SHEETS 3.4 & 6 J ROSOWSKI AW,27/21 NTS III 1 OF 21 1101 MD-5570.0 PRODUCT REVISED as comp)y1 9 with the Florida Building Code NoA-No. 21-0205.03 Explratlon Date 04/14/2026 \`ltlita 111!/! NAr 0C NgF h//t'f No.58705 o2jo� 1/�2 � 0.. STATE6F A. LYNN MILLER, RE, MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 Ij MAX. UNIT Ip HEIGHT Ig PER TABLES 1 & 2 vDCIrEr I� I 1-PANEL' -={ CONFIGURATIONS — 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 PER TABLES 1 & 2 I MAX. UNIT MAX. UNIT a I. I HEIGHT s I" HEIGHTPER I" I PER TABLES I&2 / / Ig TABLES 1 &2 / / / / PDT I 1 / �r / / / / v«* IN �7- -1 L__— �- J I_ J CONFIGURATIONS 4-PANEL CONFIGURATIONS 3-PANEL MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 P ` NOM. PAN PER TAE MAX. UNIT HEIGHT PER TABLES 1 & 2. �' / / / / / I" 1 Ig I ¢ MA) HE PER TAI CONFIGURATIONS J 5-PANEL NOM. PANT PER TAB MAX HE PER TAE ?L WIDTH _ LES 1 & 2 -' MAX. UNI I VYIU IN --- j UNIT GHT I t 3 3 3 ILES� 1 & 2 7-PANEL CONFIGURATIONS °L WIDTH LES 1 & 2 MAX. UNI I V111UIH ---►! 3 . UNITGHT + ILES 1 112 6-f?ANEL,CONFIGURATIONS �.. NOM. PANI _ PER TAB I a I MAX I HE IR PER TAE - 117-J MAX, UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 ° MAX. UNIT g HEIGHT SEE PER NOTE TABLES 1 & 2 MOW r J CORNER. TYP. —( OUTSIDE CORNER WWII, INSIDE CORNER SINRAR EL WIDTH I & 2 MAA. UNIT WIUIH '-ES UNIT 9 iiN- S 3 GHT L S1&2 1 8-PANEL CONFIGURATIONS PRODUCT REVISED • as complying with the Florida Building Code NOA-No. 21-0205.03 r 1 Expiration Date 04/1412026 13, By Is1.,..I 1. e;mn-, I� Miam Dade Product Control, I" POCKE7 CONFIGURATIONS NOTES: ° "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - B-9/16" 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" \�.�`�NY LYNA1f LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN "p" = POCKET DLO HEIGHT = DOOR HEIGHT-11-1/16" �� ZO .......... h/ POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT= DOOR HEIGHT - 2-1/2" .' 'UGENgF •�� 2) 90" & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. - VINYL SLIDING GLASS DOOR NOA (LM) 8 10/05/15 = .' No. 58705 EXAMPLE CONFIGURATIONS � J ROSOWSKI ==� 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 02/0 t /z t REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -- STATEOF DETAIL LETTER ® C) NO CHANGES THIS SHEET. AS 01/27/21 : k\, cCORIOP.•' G\��' 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. i070 TECHNOLOGY DR _ ��,SS/ .. �` N. VENICE, FL 34275 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FP L--SHEET NUMBER (941)-480-1600 A. LYNN MILLER P.E. REOISTRATIO #29S8 SGD-5570 NTS 2 OF 21 $ MD-5570-.0 � C P,E.058705 ANCHOR REQUIREMN;C\' 114" MAX. TYR ANCHOR TYPE, •: EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A; SHEET 1 & NOTE 3; BELOW EMBEDMENT -- EDGE DISTANCE '1X'OR2XWOOD. a ANCHOR � // 'BUCKSTRIP.I.SEE NOTE 3, SHEET 1 PLATE AT / { / EVERY / ANCHOR LOCATION DEl'AIL A2 2X WOOD BUCKSTRIP OR INTozxwooD- FRAMING, SEE ANCHOR' - • ?D' NOTE 3,.SHEET 1 TYP. ANCHOR. TYPE, " I EMBEDMENTAND. EDGE DISTANCE PER d SUBSTRATE,SEE D TABLE A, SHEET 1 A NOTES, BELOW �I EDGE 1 �•+•-1/4"'MAX, EMBEDMENT DETAIL B1 ASTRAGAL FACING OM FRAME WIDTH — REQUIRED HEIGHT IS I DAYLIGHT iD INfEiIOR OPENING ss WIDTH , METAL TYP., SEE ANCHOR DETAIL C1 DETAIL D1 NOTE 4, SHEET 1 MIN. OF 3 INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE' . EDGE DISTANCE (4) THRU KEEPER @MAX EDGE eD, { 62 3.!r D.C., SEE SHEET 11 sD 28 E"X�T"�ERIOR, a DISTANCE SEE NOTE 6, NOTE 6, s4 I I ` 25 R V 27 OR� THIS SHEET --*-1 .: -SHEET { { SEE NOTE 6, v SEE NOTE 6. THIS SHEET 29 �' az .' THIS SHEET EMBEDMENT -' R #8 X 3/4" SMS REINFORCEMENT SCREW; 7 ea PER STILE, LOCATED AT CENTERLINEAND 6", TYP. ANCHOR TYPE, HORIZONTAL SECTION'(XXX SHOWN 12" FROM ENDS (FACTORY -INSTALLED). EMBEDMENTAND EDGE DISTANCE PER DETAIL B2 SUBSTRATE, SEE DETAIL DETAIL D2 C2 ASTRAGAL TABLE A, SHEET 1. &. INTERLOCK INTO MASONRv FACING NOTE 3, BELOW - - ••�. INTi DAYLIGHT OPENING WIDTH HRU KEEPER@ MAK O.C., SEE SHEETg EMBEDMENT SEE .................. PANEL WIDTH -- .HORIZONTAL SECTION (XO SHOWN) NOTES 1) DETAILS -APPLY TO 2, SAND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES jSEE NOTE 6• THIS SHEET), 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FORANCHOR LOCATION SPACING, FOR ANCHOR TABLES 1 A FOR ALL LOCK LE ASTRAGALS, FIXED) Zs Q QUANTITIES; _SEE 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8„IS REQUIRED AT ALL . STILES AND jl HORIZONTALRAILS FRAME•AN(jHOR LOCATIONS: 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR•ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS z7 'OR\\\ ARELoNiv TDIMENSIONS. TEST za —� THE EX USION.rRE TO REPORTS FOR EXACT DIM NSIONS. 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD M INTERIOR EDGE DISTANCE I I TYP. ANCHOR TYPE, EMBEDMENTAND P �) EDGE DISTANCE PER.SUBSTRATE; SEE TABLE.A, SHEET t &NOTE 3; BELOW' . { EXTERIOR CONCRETE/CMU PER ASTRAGAL MAY BE •ANCHOR REQUIREMENT INSTALLED IN"EIT.HER. FIXED PANEL CLIP '& INTERIOR OR ANCHORS, SEE EXTERIOR DIRECTION. DETAIL SHEET 19 ALL PARTS IDENTICAL.. VINYL SLIDING GLASS DOOR'NOA (LM) ioiow1° INSTALLATION, HORIZONTAL X-SECTJj J ROSOWSKI C) REV: ANCH. HEAD: SHEETS 3, 4 $ 6 IA 01l27l21 NTS 111 36F.21 1911 MD-5570.0 j$£1C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 04I14d026 C1LYN t j,, i V ..:. NMI'. * ; No.58705 *= 02/01/22�4j, p STATE OF (V '//1 ;I,—[ro " A. LYNN MILLER, P.E. TAIL E1 TYP. ANCHOR TYPE; EMBEDMENT DETAIL E2 5 MASONRY AND EDGE DISTANCE PER INTO WOOD BUCKSTRIP SUBSTRATE, SEE TABLE.A, SHEET '1 & NOTE 3, THIS SHEET 2XWOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT JDISTANCE AMING, SEE ANCHOR IC MU EDGE NOTE 3; SHEET 1 AND EDGE DISTANCE PER ANCHOR DISTANCE SUBSTRATE,SEETABLEA;,SHEET, �UIREMENT �� EDGE 1 &NOTE 3, THIS SHEET _ e EMBED — -j (EMBEDMENT 114" MAX, F 114".MAX. 1X OR 2X WOOD BUCKSTRIP, SEE ' 3 50 ANCHOR NOTE 3, °3 J SHEET 1 8a 33 8:. ............. I LOC(SLES,. „ ASTRAGALS• FIXED STILES AND HORIZONTAL - ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT PTH.ISSHEET OPENING FRAMESEE HEIGHT HEIGHTNOTE 6 EXTEF �. //'^�� 28 8EXTERIOR 61 OR(q G7 25 OR 28 MAX. DETAIL E3 r' - INTO MASONRY CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT /W' MAX. DETAIL E4 Irmo METAL DADE APPROVED MULLION; F•BC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE•VERTICAL OR.HORIZONTAL. SEE'SUBSTRATE PROPERTIES, TABLE' A, SHEET 1- I-- EDGE DISTANCE EMBEDMENT L I", MAX TYP. ANCHOR TYPE, EMBEDMENT AND TYP..ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE 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 TO2, 31AND 4 TRACKCONFIGURATIONS. 2) REFER TO ANCHOR NOTES; SHEET 1. 3)SEE SHEETS 114 12,FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLE, 1 8, 2. _ SCREW; 3. PER RAIL, LOCATED AT 4) CONTINUOUS -ANCHOR PLATE, ITEM 48i 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. ,REQUIRED POSITIVE' DESIGN PRESSURE; SEE.SHEETS 7&B. 114" MAX. SI o{ 33 I P 42 #1 GROUT AS a #43-45 NEEDED,"SEE ANCHOR NOTE 73 SeSHEET 1 �7 6 0 2 1T Q 2-1/2"= TOTAL C7L� '114" MAX. a o SILL HEIGHT J1 EMBED- ' ` EMBEDMENT . - EDGE MENT DISTANCE .. �^ EDGE TYP•,ANCHOR TYPE, TYR ANCHOR TYPE, DISTANC EMBEDMENTAND 2X WOOD BUCKSTRIP. OR EMBEDMENT AND E DISTANCE FRAMING,:SEE ANCHOR EDGE DISTANCE CONCRETE/C .. PER �6STRATE, NOTE 3, SHEET 1 PER•SUBSTRATE, PERANCH REQUIRE, DETAIL F1 SEE.T.BLEA, ENT SHE�1 & NOTE 3, INTO MASONRY ' DETAIL F2 INTO ADOD � SEETABLEA, SHEET I & NOTE.3, . / THI HEET THIS SHEET DLO WIDTH NOM. PANEL WIDTH - 8-9Y16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL,HEIGHT= DOOR HEIGHT-2-1/2" 390 f—' .390 39U: f~ r 390 1 2.947 II ' 2,370 I 1,793 1 ' 4.041 ?CY .82.3 2.867 3.464 1 t� �I .060.080 060 — � ,080 --� -F- . 6� ) SILL RISER SILL RISER. (2--%2" TOTAL 43 3-i12" TOTAL. O SILL RISER ae SILL RISER, ( (4-1/1W TOTAL �(4'6/8" TOTAL SILL HEIGHT)' SILL HEIGHT) SILL HEIGHT), SILL HEIGHT)' r VINYL SLIDING GLASS DOOR NOA,(LM) gI 10/06/1, L, INSTALLATION, VERTICALX-SECT: la- J ROSOWSKI ® C) REV: ANCH. HEAD SHEETS 3,4 & 6 01/27/21 1070 TECHNOLOGY DR y N. VENICEI FL 34275 (941)480-1600 SGD-5570 NT$1�1 4 OF'21I MD-5570.0 OTC "REGISTRATION /2929e PRODUCT REVISED as complying with the Florida Building Code NOA=No. 21-0205.03 Expiration Date 04/14/2626 GEN No 58705 02/01/21 w`~. Q STATE OF li��.. '�COFZIDP` •��G��` A. LYNN MILLER. P.E. 41 INTERIOR 2 PaC°7C`-_�C�a THRU KEEPER ID MAX 3.5- O.C., E SHEET 19 iINTEFt10R . EXT_nER_IO I L.J•' l V D 41 90° DETAIL H1 33 MAX185 eo° , INSIDE CORNER EXTERIOR INTERIOR a �, _. _.r . z p p 8 6c�C]�-�C�a PRODUCT REVISED as complying with the Florida Building Code NDA-No.-21-0205.03 Expiration Date 04/1412026 By Is�7 I- L6,•x Miami -Dade Product Control NOTES c� 0 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-& 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR 2s Rl j �t 00 QUANTITIES, SEE TABLES 1 & 2. \`y�y�� 03a -- '-- 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR; `�� ONE( LYN/I/M'/' 35 DEPENDING ON CONFIGURATION. c/ . �•'•LiCENS��( 1s es — VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 No. 58705 ( THRUKEEPER MAX 93 EXTERIOR T----' 3.5" O.C., SEE SHEET 18 — DETAIL G2 , CORNER ASTRAGAL HORIZ. X-SECT. & J ROSOWSKI =-)3'_ 02/01`� zL `-'-44/= ourslDecoRNER ® C) NO CHANGES THIS SHEET. � 01/27/21 :�,p' •, sTATEOF �!V` 1070 TECHNOLOGY DR N. VENICE, FL34275 d 11j4 0\\ (941)-480-1600 SGD-5670 NTS 5OF21 i 44Z MD-5570.0 C ALp,NMI R,P.F- REGISTRATION 42928E DETAIL 11 OPTIONAL NON- o INTOMASONRY. STRUCTURAL •• ANCHORS FOR t " ' 4 INTERIOR POCKET INTERID JAMB ,. 33 INTERIOR POCKETS MUST SEE FIG 1, � THIS SHEET INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE - POSSIBILITY OF WATER 21 INFILTRATION. 1/4" MAX. - POCKET BY OTHERS, SEE } I NOTE 6 BELOW. _ EN18EIj- , .. MEN f• � +: TYP. ANCHOR TYPE, EMBEDMENT MERrc AND EDGE DISTANCE PER 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 EX ELRI v DETAIL 12 1. INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT DISTANCE -SRO AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A,—\ o SHEET 1 & NOTE 3, BELOW a. f 'n pPT. EMBEDMENT it I ,, ,• • OPT. �— 1/4" MAX. ANCHOR CONCRETE/CMU SEE FIG 1, I.. EDGE ' .. \--PERANCHOR THIS SHEET DISTANCE REQUIREMENT INTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW JCHOR EMBEDMENT�� „ 1/V 1/4 MAX. SEE FIG THIS SHEE EXTERIOR POCKET CONCRETE/CMU PERANCHOR REQUIREMENT OPT. ANCHOR r[tUK=1.INMKLUI:Kb A11'U1;Ktfb: - FOR DOOR HEIGHTS 96" AND LESS: 31 q d FOR DOOR HEIGHTS OVER 96" 10 97 21.9' q MAX. O.C. 30 d T3 91 21 . EDGE, 2X WOOD BUCKSTRIP OR DISTANCE -FRAMING, SEE ANCHOR NOTE 3, SHEET,1 i--OPT. ANCHOR DETAIL 14 INTO W000 PRODUCT REVISED' . as complying with the Florida Building Code NOA-No.. 21-0205.03 Expiration D2te'04/1412026 By I; 1 Lk,nx �21 sr EIRERiOR EXTERIOR POCKET ``y1-nluri7/� \........... EXTERIOR POCKET NOTES VINYL SLIDING GLASS DOOR NOA (LM) JAI 10%05/15 ` * ; - No. 68705 1) DETAILS APPLY 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. � P-HOOK EXAMPLES, HORIZ, X-SECT, ROSOWSKI J �._- 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. — ® _....- ---_....._ _........ _.I� C) REV. ANCH. HEAD SHEETS 3, 4 $ fi Ol/27l2i � •- � 02/oi/21 ' 0 '• -STATE OF lV� T 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 1 N. V MICE, PL s," •!��oR1OP, vx AND REVIEWED 8Y THE AUTHORITY HAVING JURISDICTION. 3427DSR (941)480-1600 REGISTRATION 0292N SGD-5570 NTS . 6 OF 21 1i MD-5570.0 C A. LYNN MILLER, P.E. P.E.7158705 TABLE 1 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Glass Types 1, ,1A. 3 or 3A Astragal Reinforcement #29 Lockstile Reinforcement #25 or#26 Slid. Interlock Reinforcement #27 Door Unit Height 80" 84" 96" 68-15/16" DLO Height 72-15/16" DLO Height 84-15116" DLO Height Anchor Group Anchor Group 'Anchor Group A I B I C 1 D A B I C D A I B I C I D 16 Design Pressure +60 / -60 psf +60 /-60 psf 24" 5/8". DLO Head/SIII p+1 C3+1 p+1 C3+1 p+1 C3+1 C3+1 p+1 C3+1 C3+9 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 1 7 7 7 7 7 8 8 8 8 2 Design Pressure +60 / -60 psf +60 /-60 psf +60 / -60 psf 30" DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 c P4iook 7-T 7 7 7 7 7 7 ' 7 B 8 8 8 2M/8" Design Pressure +60 / -60 psf i +60 / -60 psf +60 / -60 pst 36" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+f C3+1 C3+1 C3+1 C3+1 0 Width Jamb 5 5 5 5 5 1 5 1 5 5 5 1 5 5 5 E P-hook 7 7 1 7 1 7 `7 7 7 7 8 1 8 8 6 s� 3 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 Psf 42" DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 5 5 5 5 5 1 5. P-Mok 7 7 7. 7 7 7 7 7 8 8 8 8 4D Design Pressure +60 / -60 psf +601-60 psf +60 / -60 Psf 48" DLLOO Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Width Jamb 5 5 5 1 5 $ 5 5 5 5 5 1 fi 1 5 P-hook j 7 7 7 17 7 7 7 7 8 8 1 8 1 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 B1 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 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 Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-112" +38.7 psf 43 3.112" +60.0 psf 44 4-1/16" +60.0 psf 45 4-5/8" 1 +60.0 psf FIG 1: = DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS x 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-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/7' VINYL SLIDING GLASS DOOR. NOA (LM) IMI 10105/1f DP & ANCHOR QUANTITY TABLE 1141 J. ROSOWSKI to c C) NO CHANGES THIS SHEET. a 01/27/21 170 TECHNOLOGY DR N. VENICE, FL 34275 (941) 4801600 SGD-5570 NTS . 7 OF 21 191 MD-5570.0 1J11 C acrierwennu noxw PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 04/14/2026 Rv W—) i-.Lb"n;- �``��N`( LYIVA(4 * ; No.58705 xy •, 02/01/21 �= Q STATE OF ((/ s 0NAL 1Eo l\. A. LYNN MILLER, RE. P.E.# 511705 Design Pressure(PP) and Anchor Quantities Required, .(for all appro%ed configurations on Sheet 2) Use this table for: Door Unit Height Glass Types.2 or 4 80" 84" 96" 108" 120" Astragal#29 68 1 „ O Height 72-15/16" DLO Height 84-15116" DLO Height 96-15116" DLO Height 108 15116" DLO Height. Ltile Rein roemert t#25 Anctior'Group AhchorGroup Anchor Group Anchor Group AnctofGroup HD1nterlock Reinforcement #28 A B C D A 8 C D A B C D A I B C D A B C D 16-5/8" Design Pressure +100/400psf +100/400psf' +1007-100psf +60/'-65psf +60/-65psf 24' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3t1 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 G3+1 Width Jamb S 5. 5 S 5 5 5 5 5 '5 5 5 B 6 6 8 6' 8 6' 6 P-hook 7 1 7 7 1 7. 7 7 7 .7 8 8I 6 I 8 9 1 9 1 9 9 10 1 10 1 10 110 22-5/8" DeslgnPressure +100/-100psf +1001-100psf +100/-100psf +60/-65psf +601-65psf 30" DLO Head/Slll C5+1 C3+1 C3+1. C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C34-1 C3+1 C3+1 C3+1 C5+1, C3+1 C3+1 C3+1 . Width Jamb 5 S $ 5 .5 6 6 5 5 5 7 5 6- 6 6 6 8 G 6 6 P-hook 7 7 1 7 1 7 7 7 7 7 8 8 .8 8 9 9 9, 9 10 1 10 10 1q 285/8° Designpressure +100/_1 W +100/-100'ps+f00/,100psf +60,/-65psf +60/-65psf 36" DLOJamb Head/Sill C5+2 C3+1 5+1 3+1 C5+2 C3+1 C5+1 C3+1 C542 CS+�, C5+1 C3+1 C5+1 C3+1 C3+1 C5+1 C3+1 5 5 6 5 5. 5 6 fi 5 5 7 5 6 6 6 MC5+1 6WidthP-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 10 10, 3DLO.. Design Pressure +10014 psf +100/400psf +100/-100psf +60/-65ps/ 460/-65psi w 42" DLO HeadlSill C5+2 C3+2 C5+2 C3+1 C5+5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 G5+1 C5+1 C3+1 a � Width Jamb - - 5 5 7 5 57 5 5 5 8 5 6 6 6 6 6 6 7 6 P-hook 7 7 7 7 7T777. 7 8 8 8 8 9 9 9 9 10 10 10 10• 9 Z. 40 5/e' Design Pressure. --+100/-100ps1 +100/-100psf +92/-92psf* +60/-65p5f +60/-65psf D.LOJamb Head/Slll C5+2 C5+2 C5+2 C3+2 C5+2 ,C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+2 C3+148° WidthP-hook 5 S 7 5 5 5 8 5 5 5, 9 5 6 6 6 8 6 7 7 7 Z 7 7 8 8 8 8 9 9 9 10 10 10 10 4bLo Design Pressure +80/r8 p +80 /-80 psf. +80/ 80 psf gC5+21 +54•i/-58:7psf DLO Head/Sill C5+2 C3+ C5+2 +2 'C5+2 C3+2 C5+2 C3t2 C5+2 CS+2 C5+2 C3+2 C5+22 C5+2 C5+2 C5+2 C5+2 WidthP-hook Jamb 5 56 5 5 7 5 5 5 $ 6 6 6 6 8 7 `7 7 7 7 7. 7 7 8 8 8 6 9 10 1 10 1 10 10 Design Pressure +80/Naapse +80/-80psf +807-80psf +59.1/-64psf +49,6Y-5a7psf 60" 52-5/8" WL0 He.ad/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5t3 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 8 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 a 8 8 8 9 9 a 9 10 10 10 10 " 4-A100.0 P.SF FOR ANCHOR•GROUPS B,.0 & D. TABLE NOTES:: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 .AND TABLE_ 82 DETERMINESTHE WATER LIMITED (+) DP. 2),117 WATERINFILTRATION'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 BEMSED. 3)'SEE SILL RISER TYPES ON SHEET 4. 4) SHEET'APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 10.70 TECHNOLOGY DR 5) REFER TO ANCHOR' NOTES, SHEET 1: N. VENICE, FL 34275 6) SEE SHEETS 11-18 FOR ANCHOR LOCATION & SPACING (941)480 1600 —Q-- 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 ANCHORQUANTITIES. ADDITIONALLY, THE /// MAXIMUM POSITIVE DP DUE:TO THE SILL HEIGHT MUST ALSO BE. CONSIDERED, SEE TABLE B2, THIS'SHEET. _ # OFANCHORS THROUGH THE1 HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OFPANEL): --- TOTAL #,OF'ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOOR ASSEMBLIES O INSTALLED WHERE THE S OVERHANG'(OH) LENGTH IS EQUAL TO OR GREATER THAN = THE OVERHANG' HEIGHT IS Jp EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: W21pr-Llmit6d (+) Design Pressure Sill Riser Novi: Sill Height' Max. (+) OP Allowed None 1-11/16" See Note 2 42 2-112" 083 psf= 43. 3.1 +60.O.psf 44 45 4-518" +100.0 psf DLO WIDTH = NOM.. PANEL WIDTH - 7-3/8' DLO HEIGHT = DOOR HEIGHT-11-1/18" PANEL HEIGHT = DOOR HEIGHT - 2-112" VINYL SLIDING GLASS DOORNOA (LM) 10/05/1° DP & ANCHOR` QUANTITY TABLE ja J ROSOWSKI C) NO CHANGES THIS SHEET. 0979 1/27/21 NTS 111 0 OF 21 1941 MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code .A -No. 21-0205.03 Expiration Date 04/14/2026 No, 58706 02/01�21 — - Z Q' '• ,STATE OF • ((/�-Z' �• 1/S.;S ��NAL tEC K LYNN MILLER. P.E. ..... ... ..... _......... _ EXAMPLE: 3-PANEL, 3 TRACK; STRAIGHT. CONFIGURATION-PXXX, INTERIOR MOUNT POCKET,4T!X'84 NOM.PANELS, LAMINATED, IG'GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE', PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58:6:0SF E POCKETSY OTHERS, SEE NOTE 6, . SHEETS: ERIOR POCKETBY OTHERS,SEE NOTE 6, -SHEET6 AME JAMB REQUIRED INTERIOR POCKETS SPLICE,NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDEDJN•FIELD AS NEEDED TO ALIGN THE HEAD OR.SILL IF A .SPLICE OCCURS WITHIN APOCKET. 0 HEAD SPLICE INTERIOR CENTERLINE ~I MAX• I �—bF PANEL 1 •+r SHEETS SILLSPLICE INTERIOR' �{ 8" I MAX. if.. CENTER I - OFPANF SHEET I] •C3'CLUSTER,� g• " FRAMEJAMB SHEET 11 SEE POCKET. JAMB K. ' REQUIRED Q, INSTALLATION ON. INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR —EXCEEDS THEREQUIREMENT OF +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84 --. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD. IN USING ANY Head/Sill 03t2 ,ANCHOR,IN GROUP A (SEE TABLE A),, TABLE,I Jamb I5. 1 SHOWS ANCHOR REQUIREMENTSOF: 1, P-book 1 7 4 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: @"'MAX HEAD (CLUSTER ANCHORSL SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT OFL ANCHOR ' ^.I e Mnx THE INTERLOCK/ASTRAGAL TO AID IN--' ,,e'��... HEAD (INTERMEDIATE ANCHORS; SHEET 12 FOR THE "+2 ANCHORS AT THE ALIGNMENT �� " MIDSPAN OF EACH PANEL. P-HOOK JAMB SILL.(CLUSTER ANCHORS);; SHEET 11 FOR THE "C3"CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCWASTRAGAL SILL (INTERMEDIATE ANCHORS SHEET 11 FOR THE "+2 ANCHORS AT THE' CENTERLINE CENTERLINE: - SEE FIGURE BELOW FOR ADOITIONAL OF INTERLOCK OF INTERLOCK. ANCHOR INFORMATION. CENTERLINE CENTERLINE OFPANEL 2. �OFPANEL 3 "C3" CLUSTER.. SHEET SHEET IT" END ANCHORAGE (MIN. 1 ANCHOR) HEAD ANCHORAGE DETAILS PXXX (3-TRACK), •CENTERUNE - CENTERLINE ` f I OF INTERLOCK- OF INTERLOCK y �CENTERLINE' t. ��.OFPAIIEL2 i SHEET 11 SILL ANCHORAGE DETAILS PXXX (3-TRACK)'_ L3llpJ LESS F-=CENTERUNEOF 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 25-30, OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE- .-i S• MAX EXTERIOR . 0 PRODUCT REVISED as complying with the Florida Building Code NoA-No, 21-0205.03 Expiration Date 04/14/2026 By, 15i-7 I. DETAILS DETAILS _..__.� MIDSPAN OF EACH PANEL JAMB 5 ANCHORS, SHEET 13 FOR.GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 10/05l95 ` * No: 58705 FOR PRODUCT REFERENCES ALSO SEE: —? P-HOOK 7 ANCHORS, SHEET 13%FOR GENERAL "? ------ 7 A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIG.HTDOOR EXAMPLE'm JROSOWSKI 0 i A"" ' L'OCATlON5 OF CROSS SECTION DRAWINGS: I _. _........... __...___ _.. s 02/01(21 41j B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3 INSTALLATION DETAILS INTO. WOOD CAN `® O STATE OF !V C) SHEET 17 FOR ALLOWABLE PANEL TYPES'AND'CALL NAMES. 'BE FOUND ONs C) NO CHANGES THIS SHEET. s 01727121�� •• FLORIDP.•'\� D) SHEETS 4 818 FOR EXTRUSION CROSS-SECTION DRAWINGS: HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR AI iss'j E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 N. VENICE, FL 34275 �i�l NAt� 1 ' Fj,SHEET 21- FOR A BILL OF MATERIALS. (941)-480 1600 E A. LYNN MILLER, P.E. P-HOOK SHEET 6. REcisrnano aisiea LSGD-5570UjNTS 9 OF 21 i l MD-5570.0 y C. p E;d158705 7116" NOM. 3116" HS GLAS .090" PVI 3/16" ANN GLASS EXTERIOR 1— PRODUCT IS "EXTERIOR - GLAZED" IF 080.81 IS TOWARDS THE EXTERIOR. / I G] INTERIOR. I PRODUCT IS "INTERIOR- I GLAZED" IF 1 80-81 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET 7/16" NOM. 3/16" HS GLAS .090" PVE PAINTED/ 3/16" HS GLASS LAMINATED SURFACE 80 OR 81 \I a EXTERIOR I — D -. 7/8" NOM. PRODUCT IS"EXTERIOR- GLAZED" IF #804il IS GLASS TOWARDS THE EXTERIOR./ I Brre I I INTERIORPROOjCT IS 78 GLAZED"IF#80.8 SIOR- TOWARDS THE INTERIOR. 85 SEE NOTE 2, THISSHEET GLASS TYPE 1 71161, NOM. 3116" HS GLAS' .090" Sc PAINTED/ 3/16" HS GLASS MINATED ' / SURFACE eo OR 81 �!f EXTERIOR 1—- \ 1 PRODUCT IS "EXTERIOR- GLAZED" IF #80.81 IS 718" NOM. / GLASS TOWARDS THE EXTERIOR. BITE I G] INTERIOR I PRODUCT IS °INTERIOR- 79 GLAZED"IF#80.81 IS TOWARDS THE INTERIOR. 85 SEE NOTE 2 THIS SHEET GLASS TYPE 1A SILICONE HOT -MELT BUM STRUCTURAL 1-1116" NOM. STRUCTURAL SILICONE 3116' HS GLASS ------ 114" NOM. FOAM 3116" NOM. �LYISOFiUTYLENE WITH .090" PVB,--- WITH DESICCANT DESICCANT 3/16" HS GLASS - -- EXT. GLASS — LASS EXT. GLASS 7116" AIR SPACE 3/16" T GLASS -1 44v \--INT. GLASS 44V/ \-INT. GLASS <�3 €?R£RIPR PRODUCT IS "EXTERIOR- KODISPACE 75 SUPER 7e GLAZED" IF#82.83IS TOWARDS THE EXTERIOR. / 4SG •TPS SPACERS' NXTTN I . <D INTERIOR ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE '" 7 5116" NOM. PRODUCT IS "INTERIOR - GLAZED' IF#82-831S TOWARDS THE INTERIOR. I 5/16" NOM. BUTYL& ROLL -FORMED SEAL ' SILICONE SEAL SEENOTE2, THIS SHEET GLASS TYPE 2 3/16" HS GLASS .090" SG 3/16" HS GLASS 7116" A0SPACE 3/16' T GLASS PAINTED/ LAMINATED SURFACE G71 EXTERIOR ~ PRODUCT is 'EXTERIOR. IF #82-83 IS I7GLAZED" G GLASS ASS . TOWARDS THE EXTERIOR. / BITE c] INTERIOR 79 PRODUCT IS "INTERIOR- � TOWARDS TOWARDS THE INTERIOR. IN E 88 SEE NOTE 2 THIS SHEET 3116" HS GI .090" 3116"ANN GI 7/16" AIR SF 3/16" T GI PAINTED/ LAMINATED SURFACE GI EXTERIOR 7/8" NOM. PRODUCT IS "EXTERIOR-, GLAZED" IF#82-83IS GLASS TOWARDS THE EXTERIOR. BITE < ] INTERIOR I \ 79 PRODUCT IS'INTERIOR- GLAZED" IF # TOWARDS THEE INTERIOR. I 85 3EE NOTE 2, THISSHEET 1-1/16" NOM. / PAINTED/ LAMINATED SURFACE Cfi7ff�'NOM. SS E GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED 'T'=TEMPERED 1-1116" NOM. "PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER . 75 76 BY KURARAY AMERICA, INC. a 79 PRODUCT REVISED PAINTED/ /LAMINATED / SURFACE as complying with the Florida Building Code NoA-No. 21-0205.03 Expiration Date 04/14/2026 \ D 718" NOM. By 10-71•L6,"y,. I . MIam1-Dade Product Control GLASS BITE uESICCA STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 EXT. GLASS NOTES: \`�NYILYNN,yj�'�.,� FOAM _.......... - .........F ....: 1) BACKBEDDING SURFACES SHALL \ VICENS EXT. GLASS, NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ; * : No. 58705 * _ —INT.GLASS VINT. GLASS 2) PRODUCT MAYBE EITHER II GLAZING DETAILS J ROSOWSKI = -o i .• qC INTERIOR OR EXTERIOR GLAZED, __ ..._................_.. ___._. �� 02/Ot/21tu DURASE_AL® XL EDGETm PROVIDED THAT THE "HS" SURFACE j�n® C) NO CHANGES THIS SHEET. 01/27/21 :O,p '• STATE OF ((/ _ TT SPACER �B SPACER OF A LAMINATED GLAZING UNIT IS �1 : •'•!C�ORIDP,r'��C\. ,. ADHERED TO THE GLAZING LEG.. 1070 N. VENCICE, FL 3427D5Ra s;S I0NAL OX��`` (941)-480-1600 SGD-5670' NTS 1 10 OF 21 114 MD-5570.0 j C A. LYNN MILLER, P.E. REGISTRATION 129288 P.E.$ 56705 N _................. ............. ........ . .............. SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT ASTRAGAL OR RAGALOR ,�PP------- 7 INTERLOCK INTERLOCK— /PANEL --`'� EFITE1 PANEL i CENTERLINE 4n CENTERLINE 4" CENTERLINE 4" CENTERLINE - vent nw� E EXTERIOR , EXTERIOR EXTERIOR - EXTERIOR EXTERIOR 2-TRACK CLUSTER'C32-TRACK CLUSTER "C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE - - ANCHOR LOCATIONS ANCHOR LOCATIONS "W ANCHOR LOCATION -•+2' ANCHOR LOCATIO •+3' ANCHOR LOCATIONS ASTRAGAL OR A _ INTERLOCK--- INTERLOCK--:� PANEL PANEL PANEL CENTERLINE , � 4" CENTERUNE 4" CENTERLINE-7 CENTERLINE^ 4" CENTERLINE—_ 4" I o EXTERIOR 3.2Z' .EXTERIOR 3.22" EXTERIOR EXTERIOR (.. - 3.22" EXTERIOR —�-+ 3 22" �J 3-TRACK CLUSTER'CS' n7 3-TRACK CLUSTER "C5• 1% 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS •+p ANCHOR LOCATION "+2"ANCHOR LOCATIONS •+3"ANCHOR LOCATIONS - ASTRAGAL OR ASTRAGALOR INTERLOCK INTERLOCK CENTERLINE 4" CENTERUNE� 4" a o 0 EXTERIOR 9322" EXTIE-IRyIOR 3.22" E%TERI Try RACK CLUSTER 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS NOTES_ 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO TRACK If DISTANCE IS 2-375" �.Efi37511 ,FOR ALL SILLS: FIGURES PERTAIN TO THE F0LLOWNG SILL CLUSTER ANCHOR LOCATIONS Head/Sill I (C31 Jamb 5 P-hook 7 N. VENICE. FL 34275 CENTERLINE 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS:' I Head/Sill 1 Jamb F 5 P-hook 1 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS A C) NO CHANGES THIS SHEET. CENTERLINE I ,i 4 ' EXTERIOR 3.2Z' 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS '+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE 13ASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 11 DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED as complying with the Florida Building Code Non -No. 21-0205.03 Expiration Date 04/14/2026 A' 10/05/15 ey is' 7 I• L�.,k J ROSOWSKI I Mlami-Dade Product Control ] —k9 01/27/21 NTS JAI 11 OF 21 19$I MD-5570.0 LYNNM ��•��.• 1yl;ENSF'• �� i NoNo.,58705 02/01 /2� � 1 0•, STATE OF • �T/1111111L1 A. LYNN MILLER, P.E. P.E.$ 58705 .. _......... _...... _.._._._, _----- __.._. HEAD CLUSTER ANCHORS LAYOUT: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: _--- I ASTRAGAL OR A LOR �•� PANEL_ INTERLOCK 4" ERLOCK 4" - PANEL - CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE-1� '!`� ' CENTERLINE `iN' EXTERIOR 3.22" EXTERIOR, - -- ---•• 3.22" .EXTjERIOR EXT_(E�R_IOR 3.22" - EXTTE IR,IOR 3-�". �J 2-TRACK CLUSTER "C3" � 24RACK CLUSTER "CS �J 2-TRACK INTERMEDIATE tJ 2-TRACK INTERMEDIATE V - 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS i "+T"ANCHOR LOCA71 "+2" ANCHOR LOCATIONS '-3" ANCHOR LOCATIONS ASTRAGAL OR A INTERLOCK---,. INTERLOCK— - PANEL PANEL PANEL CENTERLINE CENTERLINE 4„ CENTERLINE 4u _ - CENTERLINE 476' CENTERLINE ir EXTjjE''IRIOR --�"I 3,22" EXTERIOR 3.22" EXTlER�IOR EXTERIOR - EXTERIOR" �J 3-TRACK CLUSTER"C3" `j 3-TRACKCLUSTER"CS" y V '+1•ANCINTERMEDIATE 3-TRAC,KINTERMEDIATE �t 7y 3-TRACK INTERMEDIATE ANCHOR LOCATIONS - ANCHOR LOCATIONS I CHOR"+2" ANCHOR LOCATIONS '+l "+3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-7 4„ CENTERLINE I jj ASTRAGALOR INTERLOCK — CENTERLINE > 4' EXTERIOR 3.22" EXTERIOR = 3.2Z' EXT�fE-1RyK `�-4-TRACK CLUSTER 4-TRACK CLUSTER 'C3"ANCHOR LOCATIONS 'C57ANCHOR LOCATIONS NOTES 1 ) ALL.DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS-21376' FOR ALL HEADS: rt2.375'. HuNSIII 1 Jamb 5 P-hook- 7 4-TRACK INTERMEDIATE "+1"ANCHOR LOCATION PANEL PANEL.__.." CENTERLINE CENTERLINE 4" EXTERIOR EXTERIOR—►*— 3.22" , 4-TRACK INTERMEDIATE "+2' 4-TRACK INTERMEDIATE"+3" ANCHOR LOCATIONS " ' - ANCHOR LOCATIONS NOTES: :arid NeAo 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ATIONS 2) TRACK -TO -TRACK DISTANCE IS 2.375" W2�3)761 FOR ALL HEADS: Head/Sill nl)Jamb P-hook c VINYL SLIDING GLASS DOOR NOA (LM) �10/05/1f.._........_...�_( :ANCHOR LOCATIONS B � 4� J ROSOWSKI Jf_ ...._.._--.__. ._._. _..... ... . z� C) NO CHANGES THIS SHEET. ;401127/21 N. VENICE. FL NTS 111 12 OF 21 1�01 MD-5570.0. _�* ; No.5$705 O'•: STATE OF ((/\ ZONAL 0"\ /IIIt* IIIAI A. LYNN MILLER P.E. o c�sa�nc ' P-HOOK ANCHORS LAYOUT: OPT, ANCH( TO AID ALIGNME' JAMB ANCHORS LAYOUT, (PARTIAL VIEW):.. 2.375" -►j . `— 4.7511 AX. 21.8" 21.6" MAX MAX O.C. EXTERIOR O.C. EXTERIOR 6„ 8„ MAX. MAX._ 2-TRACK FRAME I 3-TRACK FRAME JAMB_ANCHORS JAMB ANCHORS 6' MAX OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 11) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. 4 U a a Head/Sill C3+1 Jamb 5 P-hook 7 21.6" MAX. O.C. 6" MAX. —^ I 7.125" EXTERIORF-- 4-TRACK FRAME JAMB ANCHORS JREa PERTAIN TO THE FOW'AING JAMS ANCHOR LOCAT10NS: , Head/SIII C3+1 Jamb . 5 P-hook 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. JAMB JAMB JAMB (3) WEEP NOTCHES PER END @ 1" X .500" —(4) WEEP NOTCHES (5) WEEP NOTCHES PER END @ 1" X .500" PER END @ 1" X .5W' I � (3) TRACK WEEP HOLES EVERY 24" @ 1.125' X .19D";(8) TRACK WEEEE P HOLES \ (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190";_,/ 24" @ 1.375" X .500" (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKSSSSSS) �---� 01 VINYL SLIDING GLASS DOOR NOA(LM) ANCHOR LOCATIONS CyV.. ® C) NO CHANGES THIS SHEET. 1070 TECHNOLOGY DR �§ N. VENICE,•FL 34275 SILL 00) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190" ;—/ (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiratlon Date 04/14/2026 i 10105/15 By Isla$ I•L, Mlaml-Dade Product Control J ROSOWSKI I 0 /27/21 NTS 111 13 OF 21 1911 MD-5570.0 ANY LYNN��'�.,. ••.�� No.58705 p', 02/01/21 vz 10. STATE OF is S/0NAI � 1�\\\\1111 • A. LYNN MILLER, P.E. P.E.# 507D5 HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: 4" I EXTERIOR 2-TRACK DO'CORNER "COANCHOR LOCATIONS (USE WHERE-C3" IS SPECIFIED) 3-TRACK 90° CORNER "C4 ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) ta7cTERIOR I ' 2-TRACK 90°CORNER aXTERIOR CO"ANCHOR LOCATIONS (USE WHERE"C5" IS SPECIFIED) --- ,R 3-TRACK90°CORNER fj_ "C6" ANCHOR LOCATIONS lJ (USE WHERE -05" IS SPECIFIED) 1 M r'1 F1 F'7 1 SILL 90° CORNER CLUSTER ANCHORS LAYOUT: "TIM, 4 I.., 2TRACKI CORNER EXTERIOR 'C4" ANCHOR LOCATIONS J1 (USE WHERE -C3"IS SPECIFIED) 3-TRACK 00° CORNER EXT 1E—NOR "C4'ANCHOR LOCATIONS y (USE WHERE,'C3�- IS SPECIFIED) V ii H R H 1 I 2-TRACK 90° CORNER EXTERIOR "08" ANCHOR LOCATIONS - n (USE WHERE "C5" IS SPECIFIED) v 3-TRACK 90- CORNER TV ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) } p fi " FIGURES PERTAIN TO THE FOLLOWING 90" CORNER SILL ANCHOR LOCATIONS: 90°y, , Head/Sill C3 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 64/14/2026 By I "W" I. Miami -Dade Product Control EX ERIIOR V 1 llll u u 1 (I// 4 �_'��- • ...... •%�� J 4" 4" _ *, No. 58705 cV 02�2 1 ` Imo_ Y Q•• STATE OF•�(/� 4" i�� ' ., cLORiDP.•" ��: ER 4-TRACK 9V CORNER i "C4'ANCHORLOCATIONS EXTERIOR "C6°AN HOR LOCATIONS� R •C4"AN HORLOCATIONS ) EXTERIOR 4-TRACK ATONS 4-TRACK 90' CORNER ORLOCEXTERIOR �''iSS'/ANALI�NG��` (USE WHERE •C3• IS SPECIFIED) (USE WHERE'CS- IS SPECIFIED) (USE WHERE'C3" IS SPECIFIED �7 - ��. jJ (USE WHERE -05' IS SPECIFIED) A. LYNN MILLER, P.E. ._.._..._.. NOTES: - P.E.* 58705 FIGURES PERTAIN TON THE FO LOCATIONS.' N S.' CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/1$ 90" 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD-BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D 1.£ J ROSOWSKI 3 HaedlSlll C t W2.376.1 Jamb ) TRACK -TO -TRACK LC) NO CHANGES THIS SHEET. 0101/27/21P-hook 7 - -___FORANCE IS 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: , N. VENICE, FL 34275 _. I (941)-480-1600 SGD-5570111 NTS 14 OF 21 MD-5570.0 i C REGISTRATION 029296 ............. ° FIGURES PERTAIN TO THE HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135 CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 135'CORNER SILL �_--4-•,- --v ANCHOR LOCATIONS: ( 135° 4" 4" 4 ii o ° 411 o I 41'j i I ° Head/Sill ,1 XTERIOR EXTERIOR1 Jamb r 3.22" r-I ;;A EXTERIOR EXTERIOR P-hook 7 - I. 2 TRACK 135' CORNER V 2-TRACK 135° CORNER °C4" ANCHOR LOCATIONS •CS" ANCHOR LOCATIONS 2-TRACK 135° CORNER 2-TRACK 135°CORNER (USE WHERE'C3' IS SPECIFIED) (USE WHERE 'CS- IS SPECIFIED) "C4' ANCHOR LOCATIONS 'CB" ANCHOR LOCATIONS - (USE WHERE-C3" IS SPECIFIED) (USE WHERE 'CS' IS SPECIFIED) 44" 4 4„ 4„ PRODUCT 41' n as complying ome Y 9 with the Florida j . Building Code 4„ NOA-No. 21-0205.03 ! o Expiration Date 04/14/2026 EXT{E-R(IOR 'EXT_jER�IOR] EXTERIOR EXTERIOR By f s1F� l Li..i1: - $,22" 3.22" Miami -Dade Product C°ntrol- 3--TRACK 135° CORNER 3-TRACK 135" CORNER 3-TRACK 135' CORNER 3-TRACK 135'CORNER "C4" ANCHOR LOCATIONS •CS"ANCHOR LOCATIONS (USE WHERE ;C3" IS SPECIFIED) (USE WHERE TV IS SPECIFIED) 'C4' ANCHOR LOCATIONS "CS" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) (USE WHERE •05' IS SPECIFIED) Ali 4" 4" 4" 4„ o LYNN,�i` q" Q r' 4" _ * No.58705. ; EXTERIOR EXTERIOR EXTERIOR EXTERIOR �� / ((/` 02 O7 21 3.22" O STATE OF ;•�((�\� 4-TRACK 13V CORNER 4-TRACK 135' CORNER vv 'i\ • ' FCORIOP•. •'' \ 'C4"ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS 4-TRACK 135* CORNER 4TRACK 135°CORNER''•...,,...! (USE WHERE "C3• IS SPECIFIED) (USE WHERE-05' IS SPECIFIED) 'CWANCHOR LOCATIONS (USE WHERE CS IS SPECIFIED)"W ANCHOR T11111111101'O o (USE WHERE °C3' IS SPECIFIED)! fV\ A. LYNN MILLER, P.E. NOTES: - P.E.A 58705 FIGURES PERTAINTOTHEFOLLOWING 135• CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. - .. " HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA (LM) 10/05A5' 135' 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ---- -- -•-�= — SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. J 'ANCHOR LOCATIONS E f &, J ROSOWSKI ` Head/Siil t1 j. T— ,Jamb 5 3) TRACK -TO -TRACK 1 n p rcl C) NO CHANGES THIS SHEET. ,$2101/27/21 DISTANCE IS 2375" 2.375" 2375" P hook 7 . . I FOR ALL HEADS AND SILLS: (, 1070 TECHNOLOGY DR N. VENICE, FL 34275Ali I �. (941)4BO-1600 SGD-5570 NTS 1S OF 21 i MD-5570.0 rc C —. _.....,_..-..-., ,..,_,.....__.. REGISTRATION M298 HEAD SPLICE ANCHORS LAYOUT0, INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" SPLICE LOCATION 4" EXTERIOR i-+..••a-- 3.22" EXTERIOR 3.2Z' 2-TRACK SPLICE 2-TRACK SPLICE - 'C4' ANCHOR LOCATIONS "C6' ANCHOR LOCATIONS (USE WHERE'03" IS SPECIFIED) (USE MERE -CS' IS SPECIFIED) SPLICELL LOCATION 4.75" EXTEnRIOR 4" ` ' 3-TRACK SPUCE -C4' ANCHOR LOCATIONS (USE WHERE -Or IS SPECIFIED) 4.75" TERIOR • 4„ V 4-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE -CT' IS SPECIFIED) 4" SPLICE LOCATION EXTERIOR 3-TRACK SPLICE 'C6" ANCHOR LOCATIONS (USE WHERE'C51 IS SPECIFIED) U. 4-TRACK SPLICE "CV ANCHOR LOCATIONS (USE WHERE'C5" IS SPECIFIED) SILL SPLICE ANCHORS LAYOUTQ INTERLOCK OR ASTRAGAL: SPLICE. LOCATION7— 4„ EXTERIOR 2-TRACK SPLICE '04' ANCHOR LOCATIONS (USE WHERE'C3` IS SPECIFIED) 4" —6,4 1-+-- 3.22" 3-TRACK SPLICE -CV ANCHOR LOCATIONS, (USE WHERE'C3' IS SPECIFIED) LOCATION 0 TERIOR.. —+- 3.22" -4-TRACK SPUCE ' - "C4ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THEFOLLOWNaSPLICED 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK. F7..lDISTANCE IS 2.375" E2.3755 FOR ALL HEADS AND SILLS: Hemd!Sill 01 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Jamb 1 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P4iook 7 SPLICE LOCATION 4" o e EXTERIOR 15 2TRACKSPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -05-.IS SPECIFIED) 4" 3-TRACK SPLICE ' "C6- ANCHOR LOCATIONS (USE WHERE -05' IS SPECIFIED) 4-TRACK SPLICE -C6' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) HeadlSilf C31 Jamb 5 P Flook 7 PRODUCT REVISED . as co-ftIng-with the Florida Eluliding Code NoA-No... 21-0205.03 . ` - Expiration Date 04/14/2026 III1111 nI!///� LYNIU� •; - 02/01/27 j•w` Q •, STATE OF ((/� !''!SS 0NAI L A. LYN/N MILLER, RE. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS F �m J ROSOWSKI _....._...._...._........................ 7; - -�� C) NO CHANGES THIS SHEET. I� 101/27/21 N. VENICE, FL34275 g I'�L REGISTRATION 480 1600 VW9 SGE)4570 NTS 4B OF 21 6 MD-5570.0 _ REGISTRATKIN ✓128296 U. 4-TRACK SPLICE "CV ANCHOR LOCATIONS (USE WHERE'C5" IS SPECIFIED) SILL SPLICE ANCHORS LAYOUTQ INTERLOCK OR ASTRAGAL: SPLICE. LOCATION7— 4„ EXTERIOR 2-TRACK SPLICE '04' ANCHOR LOCATIONS (USE WHERE'C3` IS SPECIFIED) 4" —6,4 1-+-- 3.22" 3-TRACK SPLICE -CV ANCHOR LOCATIONS, (USE WHERE'C3' IS SPECIFIED) LOCATION 0 TERIOR.. —+- 3.22" -4-TRACK SPUCE ' - "C4ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THEFOLLOWNaSPLICED 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK. F7..lDISTANCE IS 2.375" E2.3755 FOR ALL HEADS AND SILLS: Hemd!Sill 01 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Jamb 1 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P4iook 7 SPLICE LOCATION 4" o e EXTERIOR 15 2TRACKSPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -05-.IS SPECIFIED) 4" 3-TRACK SPLICE ' "C6- ANCHOR LOCATIONS (USE WHERE -05' IS SPECIFIED) 4-TRACK SPLICE -C6' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) HeadlSilf C31 Jamb 5 P Flook 7 PRODUCT REVISED . as co-ftIng-with the Florida Eluliding Code NoA-No... 21-0205.03 . ` - Expiration Date 04/14/2026 III1111 nI!///� LYNIU� •; - 02/01/27 j•w` Q •, STATE OF ((/� !''!SS 0NAI L A. LYN/N MILLER, RE. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LOCATIONS F �m J ROSOWSKI _....._...._...._........................ 7; - -�� C) NO CHANGES THIS SHEET. I� 101/27/21 N. VENICE, FL34275 g I'�L REGISTRATION 480 1600 VW9 SGE)4570 NTS 4B OF 21 6 MD-5570.0 _ REGISTRATKIN ✓128296 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED STILE LOCKSTILE ASTRAGAL ASTRAGAL. OUTSIDE 90 ASTRAGAL. INSIDE 00° ASTRAGAL OUTSIDE 135- ASTRAGAL INSIDE 13V ASTRAGAL INTERIOR OR OUT IN W/HANDLE BOX OUTN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK F PP K L L TC * TA TV TW OUT Wwam I&1YM SINGLE INTERLOCK B E P A C C SC SA SV SW LL1 IN rewcam IBM" FIXED STILE RR R S S FC ` FD FV FW �._.. .___. ROXOI/p (eaxa u", LOCKST7LE W/ HANDLE D M J J - Mwomd. MCI(" �— ASTRAGAL I Lx LR T U � LL m __....._...� BOX IN .awouq .. _wxom U JASTRAGAL 0) INT mox OUT. go - ASTRAGAL CT CS F C• - Lu RECEIVER " ASTRAGAL. Q � OF n- RECEIVER .M;M •T ,AS OUT. ASTRAGAL VT + ,S V �F RECEIVEE R . IN. 135, ASTRAGAL � /� /T V �/ wS WF RECEIVE VE R LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F' SHOWN. PANEL NOTES: 1) SEE-DP/ANCHOR TABLES 1 & 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 69'. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES M •.DOUBLE.___ C INTERLOCKML�_' ASTRAGAL ---"DOUBLE M LOCKSTILE-- INTERLOCK JLOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK r--' ,,.,,,.,,Cl LOCKSTILE uASTRAGAL LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 04/14/2026 111111I ll Illy/� LYNNp VINYL SLIDING GLASS DOOR NOA (LM)j 10/05/15 PANELTYPES 4 JROSOWSKI = * i No. 58705 : *= ;� 02/o1/2i L L.. ® C) NO CHANGES THIS SHEET. 01/27/21 W� O,p' . STATE of tU� 1070TECHNOLOGY G 8R �pNA� N. PL (841)-480-1600 REGISTRATION d'29298 SGD-5570 NTS 17 OF 21 i MD-5570.0 $ C A LYt MILLER, P. P.E.1; 58705 rpfl 5.87510.635 - -.540 125r�-.550 291 081 1.812 1 0 -.062:930i0on, LaJ64;" .3011A FRAME SCREW 1� 2 TRACK HEAD/JAMB _ © INTERLOCK CAP, 4 TRACK SILL 0 COVER (PVC) ®ANCHOR PLATE TRACK INSERT 10 EXTENDED POCKET I-^-- - - 8.250 --►j C�I� �D Cl C1�7 1.813 . F ��-j Q3 3 TRACK HEAD/JAMB 8.260 -- - --►1 100 1.681 4Q 3 TRACK SILL t1.000 252 062 949 1.435� -•�-ih+-.062 O BOTTOM RAIL OUTER SILL _ 11 SUPPORT 12 COVER d-10.625 -• -►1 5.875 `540 540 [OO��O OL1 - .100 - R 628 062 .500 ❑ ❑ ❑ - U 681 �--► --.082FiR 1.813 p o� 100- Q dGQ® CnJ� 19 EXTENDED KEEPER • Q 4 TRACK HEAD/JAMB 0 2 TRACK SILL KEEPER 1.570 I +7- 1.625 2.833 2.368 LLL��11 L�►-- :188 110 1-- - 231 1.613 .060. yj T .2.060. �- .060 13 SILL TRACK Q P-HOOK ADAPTOR -►1 .762 2 7 5.178 100 -;I .080 18 P-HOOK 1 229 .094 2.975 .075 1-F 2.607 -•I1 1.406 REINFORCEBAR COVER BAR ®REINFORCEMENT @ FIXED PANEL CLIP 1511 r- -y 1.595 �•�- � 1.595 f-+-- �-- •-•,309 2.696 -� 3.483 I .OBO 125 400 e Oi0 - 075 4.635 4.279 .10 2.768 2.768 2.025 .312 2.116 Li 2.210 .090 �7 300 _-j12.710 ❑ U .120 - •182 .120 - I�-,182 2.291 .100 DED AND STILE © AND STILE Q REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK IADAP ER Q ADAPTER K © ASTRAGAL ADD -ON (P)PANEL D BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT -- 3.452 7 1.472 .125 3.209 .125 2.175 070 .300 @135° CORNER ©135' CORNER ASTRAGAL PASSIVE MOUNT - 3.326 3.713 .090 .0461--.229 .500 3:247 1.170 - 135* 90* ®ASTRAGALECAP, �✓ASTRAGAL AP. �ASTRAGALR EXTERIOR INTERIOR . �5 - 1.912r -� .912 .210 r+�- .252 --rI.261 .173 - -1,261 .062 1.261 11_.2261 !1,1211 7/16"SQUARE D 81 BEVELED BEAD (@B 1EVELED BEAD OGEEB D OGED j 291 F -06 t+- 3.000 I--.3.345,- 3.345 s•-- 919 S O60 .065 40 90' CORNER ASTRAGAL CAP, 90° CORNER ASTRAGAL CAP, EXTERIOR INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) PEE SHEET 20 - FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) �� .._..�._....__........ _. EXTRUSIONS � C) NO CHANGES THIS SHEET. 1�110/OSM: Jrr ROSOWSKI I 01/27/21 N. VENICE, FL 34275 (941)AB0-1600 SGD-55701 NTS 18 OF 21 'lli MD-5570.0 REGISTRATION 0"296 125 1 � 2�141 �•-I� L' .329 J ® REINFORCEMENT PLATE 2.0jj73 098. 0 1._ ® INTERIOR JAMB COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 04/14/2626 w.. 151-, 1. -/"vA - LYN �p ........... ,y�'% No.58705 *= �'•, 02/01/21 :. 0 •,• STATE OF !(/ �i (C` '•.FLORID•,.•'•\�� A LYNN MILLER, P.E. P.E.# 58705 1) INSTALL .2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO° HEAD CLIP:INTO ATTACHMENT • (4) CLIP ANC 40 & SUBSTRATE, ASSEMBLY PANEL. HEADER • TYRE AS USED o: USING 4 INSTALL ONE BLOCK AI' es STILE BLOCK IN INSTALLATION, INSTALLATION EACH O TABLE A,. SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL (3) #10 X O 'TABLE 1 ONE BLOCK THAT ea 1 5" SMS / �' SPANS BOTH PANELS. 4 °D j°SMS D ° d _ 23 FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE ' (2) 1/4 zs PANEL MIDSPAN'OF EACH FIXED ss X 2-114" $MS PANEL- laF I IRAM�EII I� I) ��ATION: ,'s� I � I � I • � � O (4) THRU KEEPER 0 MAX 3.5 O.C., SEE SHEET 19 KEEPER TO JAMB ATTACHMENT ' PRODUCT REVISED as complying with the Florida Building Code NoA-No. 21-0205.03 Expiration Date 04/14/2026 Rv (S:w7 iL�'n.4 80, INTERLOCK INTERIOR CLIRCOVER-_-.�_�_---.�� \ NOTES' EXTERIOR INTERLOCK \ 14 1 DETAILS APPLY TO 2, 3 AND 4 TRACK.-CONFIGURATIONS.REINF, PLATE 2j SEE SHEETS 11-16.FOR ANCHOR LOCATION & SPACING: `\i��l t'LYN((/`��i BOTTOM RAIL j ' J#102 SMS ) CONT NUOUS.ANC OR PLAINFORCEMENT REQUIREMENTS. TE, ITEM #8 IS REOUIRED'AT ALL FRAME ANCHOR LOCATIONS.. A SUPPORT2 4 a , ) (2) #10 X 1" SMS i VINYL SLIDING GLASS DOOR NOA LM 10/05/15 No: 58705 THROUGH SUPPORT, sz �" ( ) i . INTO PANEL.; f?� PANEL ACCESSORIES INSTALLATION £ J ROSOWSKI O 'tom d> _ i •. ea #10 X 02/Ot/21 1-1/2" SMS ASSEMBLY ;gyp STATE OF 40 -Z -INTERLOCK SILL RETAINER Lr- J. � C) NO CHANGES THIS SHEET. 49 01/27/21 ALL PAN EL CORNERS CLIP ATTACHMENT WELDED, D, NO A SEMBLY 1070 TECHNOLOGY DR L '//�ssZONAL ��G?\\ INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 _ //l 111.11 i.l j.1�%. (841),460- I600 ills NTS 19 OF 21jbi MD-S57O.0 E C A: LYNN MILIER, P.E. 'REGISTRATION It29298 P,E.# 58705' ... . ..... . ......... . ...... . . .... .. . .......... BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: VERTICAL SECTION HORIZONTAL SECTION EXAMPLE .875 1.993 Lj ;,L=Atoo j BOX SCREEN TOP RAIL 1.020 I . 872 .062 ( BOX D- SCREEN INTERLOCK HORIZONTAL SECTION EXAMPLE ..875 1.020 11.993 U4 1.874 —.052 ...-..062 BOX SCREEN (BBOTTOM RAIL BOX BOX SCREEN RAIL 1593 1.373 i f .055 663 1.833 -.372 ?ox SCREEN (BBOX SCREEN OX0 SNAP -ON, ASTRAGAL BUG FLAP ADAPTER -..1.306 1.343 .050 055 1.487 1.510 P60. 8 BOX SCREEN ASTRAGAL BOX SCREEN 10.1 SILLADD-ON BOX SCREEN HEAD ISIAND JAMB ADD -ON ADAPTER VERTICAL SECTION EXAMPLE i = )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 REGISTRATION 029296 HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE, —1.081 P 1.202 1778 11.778 935 -.050 .045 BEEN WE 8SCREEN SIDE '@SCREEN OXO RAIL, ASTRAGAL IL LATCH ADAPTER --j [---. -L 725 I ' 435 765 782 I11 .040 t-,062 tza SCREEN VINYL, ASTRAGAL @FRAME SILL SCREEN ADAPTER ADD -ON E. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0205.03 Expiration Date 04/14/2026 By! .Miamt-Dade Product Control NOTES:' \00t%% t liltt�t� LYN/V 1) ALL DIMENSIONS IN INCHES, VINYL SLIDING GLASS DOOR NOA (LM) 101.05/15 Z* No. 58705 ..... . ................ . . . ... . .. . ... SCREEN DETAILS TJ ROSOWSKI 02/01/21 14i I . . ...... . . ........ C) NO CHANGES THIS SHEET. 0 1�7:1 1/27,/21 0 STATE or O4AL e\� A. LYNN MILLER, P.E. SGD-5570111 NM 111 20 OF 21 MD-55-70.0 1441 C P.E.9 58705 TART P el, ---- - ------ Part# Description, Material iWal 2-Track Headf4amb RJ&PVC 2 1.91002, 2-Thack,801 Rigid PVC 21 19025 7�� Track H&*�Jmb Rigid PVC 4 19026 rack Sill --'� Wgd PVC 6. 1.9027 .- 4-Track.HeadfJamb - Rigid -PVC 0 19028- 4-Track Sill' A& PVC 7 19009 Frame Screw Cover Rigid PVC a 19031 AncliorPlate 6083-76A1um. 19007 Track Insert 6063-MAlum. 10, 19084 Interlock, Cap -Extended Pocket Rigid PVC 11 19036 Bottom Rall Support 60.163-TO Alum, 12 19006A, Outer Sill Co%er 6.06346 Alum. 13 1.9011 Sill.Track Comir RigidPVC 17 19032 P-Hook Adapter 6063-TS Alum 19020 P-Hook 15663-16 _AJum. .19 I9047M PiWndocl Keeper 6083-713 Alum. 20 1.9029M Kdalier 6063•TS Alum 21 19014 Reinforcoment,Bar Cover 'Rigid PVC 22 10030 Reln6r6me6t.Bar WO545 Alum. 23 10037M FixodPanell Clio: 6P63 Alum; 24 19036M ReinfDroement Plato 6083-TB Alurn. 26 lW17M -Top Ralli. Bottom Relfand Lorkstilb Reinforcement' 6005-75AILim. 26 19M Composite 27 19018M interlock .300 Reinforcement, I Std. 600645 Alum. 28, 19013M Intedock-400 Reinbreemeritj HD 60WIS Alum; .29.1. ISOM Astragal Reinforcement 6005-75 Alum. 30 1.19083 Extended Pocket friterlot Adaptor 6063-TB Alum, 31 19005 Interlock -Adaptor Rigid PVC. 32 19008 AstragalArld-on Rigid PVC .33' ..19004. Panel Bills, Tbl:tBottom Rail, Rigid PVC 34 19040 Interior Jamb Cow 6063-TB Alum. is 19076 - tragal _66_3:MAlu.. 36 19077 135' Comer Astragal'Passive Moun I t 37 -738 19079 135'Comer Mtragal Coo -Axt. Rigid PVC' 19080 135- Comer Astragal Cap - Int Rigid PVC 30 19078 90* C6msrAstraqal , 6063-76 Alum. 40 19081. 90' Cor:14 Astragal Cep.- Ext. Rigid PVC- 41 19082 W Comer Astragal Cap - Int. Milid,PVC TART r-'f:- Material Min. F, Min: F� 412 Steel Screw 92 ksi 120 ksi 412.410 Screw 90-hsl 110 ksli 77i4 ZeW vaco Aggrqhstort -57 'ksf 75E _ksi VW' EfcGUltnaCon0 155, ksl 177'ks! I1,V DeWalt UltraCbri+0 148 ksi 164 kil., 1/*'410 SS DeWalt/Elco CreleFlexli) 127.4.ksi 189.7 ksi 6063-T5 Aluminum A35 Steel 36 ksiI 58 ksi Gr.. 33 Steel Stud 33 ksi 1 '45 ksi Part# Description Material I 42 19085 Sill.Rs6r-(2,I12) 6063-T8 Alum. A3 19022A Sill Riser - (3-11Z) 606.3-76'Alu.m.. 44 19023A Sill Miliev. (4-111fr) 6063-75 Alum. '45 -19024A Sill Riser - (4-5/87) 6083-T6 Alum. 60 71860OW AB7`x.329' Firmest (Stirs) 61 71695K 111T x.1" x 3/4" Fin Seat Dust Plug V 71696 Dustplilli so 41OD41 Interlock Clip Cor4ar PVC- 81 78163X Tandem Roller Asssmbly SS .62 .78163M Tandem Roller Assembly Nylon 63 78)7SFPIIX #B x 3W. Ph. PH SMS, @ Roller & RdnE as 64 419042 Frame Header Block Nylon 65 Roller A4. Hole Plug PVC '44385 4, Hole Bumper Stop PVC ..67 76XI14FPTX Wx 1-1/4" P4. FH:SMS,@13umper Stop SS. 68 71696G Silt Plug PVC W "Taim Gerrilill Mortise Look wilong Trim plate 74 71032XIFPFX 10312 x, V Ph, FH MS @ Lock' Ss 71 %e..das Handle Kit Cast rdle 72 19054. Interlock. Retainer Clio Nylon 76 Kommeding 4SG TPS Spacer System See Sheet 10 for Materials 76 - Quanex Super Spacer'nXr with Hot Meft Butyl 77 Quanex Duraseal .78 Cardinal )(L-Edge Spacer 7 79, Dow 791,:983, 096 or GE-7700 Backbedcling. silicone 80 19D90 7/16"Square, Bead Rigid PVC 81 7115" BevaledBead Rigid PVC 82 19044, 1 1/16"• Beveled Bead _IAM6" Rigid PVC 83 ISW 099,e Bead Rigid PVC 84 .19016 15-16",og.es Bead R(910 PVC 85 71715K Setting Block 1/2'x W! x 1/16%,85 +1. 0 cluro. Newenq. W 71726K Setting Block Vx W x 111 - 6'. 85 +/-.6 duro, 90 781PSTX #8 x 1" Ph, PH SMS 9 Frame Assembly -Neoprene., 91 78)d14PFIPT410X #Sx,l A /*"Ph. PH SMS @ Reint Bar SS_ 912 710)(IPHPT18-8X 410 X 1" Ph, PH SMS @ Rail Support SS 93 7lqXll6PPX #10x 1-112' Ph. PH SMS @ FxdPnf. Clip, SS, 94 7I0X2.5PHPTl"X-: #10x 2-1/2'Ph. PH SMS @Reint PlatelAst SS 06 71420X2215FPFX #12* 2-1/4",Ph. PH.SMS.@Hdr, Block SS 96 -710X11.75PPX #10,x 1-abf.'Ph. FH SMS @Ast Mount SS 97 710)04PFX W10x7 TlPh, PH SMS @ Ext. Pkt, bit. SS 98 710)2PPX #10 x TPh. FH SMS a Keeper - Ss F.1 # Part# Description Material IWO 1225E . Box Screen Rail 8063 T6 At iOl ._ 12267 Box Screen Bottom Red] 6063T6A.1 lu, 12258 Elm Screen Side Rall 6063 T5 At 103, 6442B Beer Screen interlock 6063'T6 Al 1104 17347A Box Scmen Sna"n 8u2 Flap 6063 T6 Al 105 1 64345 Box S6men 0)(0 Astragal Adapter 6063Tr) Al I 106: 17349 Box Screen Al*al Adapter 6063 T5 Al. 107 . 19039 Box Screen Frame Sill Add -on 6063 TO At 108. 19038 _720XiX Box S6mtnH6sWJamb.Ad 6063 T6 A I 1109 #t4-20 x il MS (9? Top Rail SS 72DXI 121X #14-20 x 1-1/2'MS C3 Bottom Rall SS Ill 717930 Wsfp,.27V x .ISO' -Fin Sea] 112 1 6186SK jWstp_187" x .500' @.Bug Flap 113: TMZ Stlrndard Roller ,Nylon` 114 7SRAX. HD Roller SS 115, varide Screen Locking Harlikae Stoo. 116 419M, Screen Kasper steel 117 76X1PPA ...... ..... #6 X V Ph. PH SMS Steel 1118 169ZV4 Strban $pllne -.11SOP & A6671 vlqi 119 18l6C20 Screen Cloth I Fiberglass . TABLE F-: STANDARD qcRr-FN -Description Material 120 I2 �3 Season Frame ftil 0003 T5 Al 121 12026A Serken Frame -Swe Rail (1-alch) 6061 T15 Al 122 _123 17363 Semen OXO Astfatial Adapter 6083 TO Al 48-53K Berson WylAstragal Adaptor Rigid PVC :124 19012B Frame Sill Screen Add -.on 6063 T6 AI 125 6FP95K Bug Flap, 85 tl-. 5 duro. vinyl 126 78XI 12PSAT$ #fIxJ-1/20 Ph. PH SMS(Assambly) ps 127 Corner Key Wheel Assembly'(Standard) :Nylon 128 712027SSI Comer Key Wheal Assembly(HD) 8S 129 v 1. ades, Selman Looking Hardware steel 130 710?34PPSDAX 010 x 3/4" Ph, PH SMS @ Screen Ast. SS 131 78XI2PPSMSX 48 X 112' Ph. PHSMS{aj DoorAslf. SS 432 1692IW4 Spline - -145' Vinyl 133 1816cm [Screen Cloth FSarglass NOTES: . I 1) ITEMS'#14,- -49i 53�-59, 73, N1 87-69 99 ARE NOT USED AND ARE Nb-(.PAk-r OF THIS APPROVAL. PRODUCT REVISED Build with the Florida Building Code LYNAf oA-No. 21-0205.03 Expiration Date 04/14/2026 VINYL 8LIDING:bLASS.'DOOR NOA (LM) 10/05115 By z No. 58765 75)__ . . ........... ..laml--Dade Product Control . . ..... PARTS LIST J ROS KI - �u .. , . . . ............... 02/01/21 01 � C) NO CHAhiGES THIS SHEET. W121 o STATE OF j70TECHNOLOGY DR N. VENICE,.FL 34275 AL (941)-480-1600 41 KjTQ W 21 OF 21, 1941 KArt 5570 0 N.1 1 A. LYNN MILLM P.E.