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HomeMy WebLinkAboutPGT 5520 SLIDER M IAM IRE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/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 afterthe expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/orthe AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.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, m o dify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this 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 of21,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 7)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 maybe displayed in advertising literature. If anyportion of the NOAis displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#20-0429.05 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4, E-5 &E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No.21-0205.03 MIAMI-DADE COUNTY Expiration Date: April 14,2026 Approval Date:March 25,2021 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 Idahnis 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 02/11/16). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No.21-0205.03 Expiration Date: Apri114,2026 Approval Date: March 25,2021 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continued) 5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 8549, dated 11/06/15, signed and sealed by 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 Idahnis Ortega, P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test, per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 6638 (samples A-1 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 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, ASTMD 1929 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-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. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries,for their Series "5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.", expiring on 04/14/21. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No.21-0205.03 Expiration Date: Apri114,2026 Approval Date: March 25,2021 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled"Vinyl Sliding Glass Door NOA(LM)", sheets I through 21 of 21,prepared by manufacturer, dated 10/05/15 and last revised on 04/22/20, signed and sealed by A.Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71h 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. ' 5�­7 I . L�yn�s Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.21-0205.03 Expiration Date: Apri114,2026 Approval Date: March 25,2021 E-4 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-'F, ASTM F 1249 VWTR-Pass, ASTM D3985 Oxygen—Pass, ASTM E 2190 I.G.Durability-No Fog-Pass. (Submitted under previous NOA No. 15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-in/ hr.-ft2-OF, ASTM F 1249 VvVTR-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,P.E,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 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 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 I. 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 1. Statement letter of conformance to FBC 71h Edition (2020), dated 02/01/21, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Private Labeling Agreement dated 03/08/21 between PGT Industries, Inc. and CGI Windows and Doors Inc., signed by Dean M. Ruark, P.E., V.P. Engineering, on behalf of both companies. G. OTHERS 1. This NOA revises & renews NOA#20-0429.05 (PLA w/CGI),expiring 04/14/26. 2. The current associated PLA CGI file#21-0205.01, expiring 04/14/26. 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-6 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR IMPACT RATING DESIGN PRESSURE RATING - --- --- RATED FOR LARGE&SMALL SEE TABLES 1, 2&B1, 62 INCLUDING POCKETS & 90011350 CORNERS MISSILE IMPACT RESISTANCE ON SHEETS 7&8 GENERAL NOTES: — TABLE A: 1)GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. Group Anchor Substrate Frame Member Min. Edge Min. 2) DESIGN PRESSURES: I I Distance Embedment A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. - SG P.T. Southern Pine, ( =0.55) HeadlSilllJamb/P-hook 9/16" 1-318" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. #12, steel SMs {G5)or Aluminum, 6063-T5'(0.125"min.) HeadlSilllJamblP-hook 318" 118" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 410 S.S. SMS Steel,A36*, (0.060"min.) HeadlSilllJamblP-hook 318" 0.060" 3)ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, A (min. 11 threadslin) Steel Stud,A653 Gr. 33", 0,071"min. HeadlSill/Jamb/P-hook 318" 0.071" 14 Ga. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4" Elco Ultracon HeadlSill/JamblP-hook V 1-318" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 114" DeWalt Ultracon+ P.T. Southern Pine, (SG=0.55) Jamb 1" 1-318" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 1/4" Elco 410 S.S. CreteFlex Head/Sill/JamblP-hook 1" 1-3/8" 5) INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL P-hook ill B #12, steel wood screw G5 P.T. southern Pine, (sG o s5} HeadlSilllJamblP-hook 91 1-318" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete, (min. 2.85 ksi) 1-3 " 1I4" Elco Ultracon Head/Sill/Jamb 1-3/16" 1-3/88" BEYOND THE SCOPE OF THESE INSTRUCTIONS. Un routed CMU, (ASTM C-90) JamblP-hook 1" 1-114" 6) REFERENCES (NOA'S): ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX&AGGRE-GATOR Head/Sill/Jamb 1-112" 1-318" ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1/4" DeWalt Ultracon+ Concrete, (min. 3 ksi} P-hook 1" 1-318" 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED) Un routed CMU, (ASTM C-90) JamblP-hook 1" 1-1/4" WHITE RIGID PVC NOA C Ungrouted CMU, (ASTM G90) JamblP-hook 1-3/4" 1-114" Crete co REFERENCES(TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652&8717; EXOVA-10-002-792(A)& 10-006-10231; 114 DeWalt/Elco 410 S.S.eteFlex Concrete, (min. 3.35 ksi) Head/SilUJamb 1-3116" 1-314" „ CAMBRIDGE 535753-09; P-hook 1" 1-314 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE 1/4"DeWalt/Elco 18-8 S.S. Concrete, (min. 222 ksi) Head/Sill/Jamb/P-hook 1-1/2" 1-3/6" HIGH VELOCITY HURRICANE ZONE(HVHZ). THE RIGID WHITE, BROWN &TAN PVC MANUFACTURED BY ENERGI Aggre-Gator Ungrou ut CMU, e, (SG 0.55 Jamb/P-hook 2" 1-1/4" FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA P.T. Southern Pine, SG=0) Head/Sill/Jamb/P-hook 1" -1-3/8" BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). 114" Elco Ultracon Concrete, (min. 2.85 ksi) Head/amblP-hookhook 2-112" 1-318" ( ) Un routed CMU, ASTM G90) JamblP-hook 2-112" 1-114' 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. Concrete, (min. 3 ksi) Head/Sill/Jamb/P-hook 2-1/2" 1-3W 9)DRAWINGS DEPICT EXTERIOR-GLAZING, HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. D 114" DeWalt Ultracon+ Un routed CMU, (ASTM C-90) JamblP-hook 2-112" 1-114" 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. HeadlSill/Jamb 2-1/2" 1-314" 1/4" DeWalt/Elco 410 S.S. Concrete, (min.3.35 ksi) P-hook 2-112" 1-3/8" ANCHOR NOTES: CretereteFlex Ungrouted CMU, (ASTM C-90) JamblP-hook 2-1/2" 1-114" 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY *MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA REQUIREMENTS. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 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 "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/21,THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ALL ANCHOR HEAD TYPES APPLICABLE. STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD GENERAL NOTES.............1 &TO BE REVIEWED BY THE BUILDING OFFICIAL. FOR THE MINIMUM STRENGTHS OF EXAMPLE CONFIGS..........2 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ANCHORS AND SUBSTRATES, SEE TABLE INSTALL S. ........ -6 BY THE AUTHORITY HAVING JURISDICTION. F, SHEET 21. DP/ANCHOR TABLES........7-8 5) 1F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, EXAMPLE............................1 NON-METALLIC GROUT, MAX. 1/4'THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE GLAZING LOCDETATIONS S......10 1-16 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF CODES 1 FLORIDA STANDARDS USED: ANCHOR LOCAT)ONS.......17 SUBSTRATE IS WOOD, 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR • ASTE1300-0 BUILDING CODE(FBC},7TH EDITION PANEL TYPES................... 17 • ASTM E130D-09 EXTRUSIONS.-........__.....18 AS APPROVED BY THE AUTHORI FY HAVING JURISDICTION. . ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION ACCESSORIES..................19 • ALUMINUM DESIGN MANUAL,ADM-2015 SCREEN DETAILS.............20 ���� �( LYN/v �/% INSTRUCTIONS: • AISI S100-16 1} KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE • AISC 360-16 PARTS LIST........................21 SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE _ Q-; j GLASSIREINFORCEMENT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 * No. 58705 ,* 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. GENERAL NOTES J ROSOWSKI =T1 02/01 f21 ' 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS �p STATE OF (V�� SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ® C) REV. ANCH. HEAD SHEETS 3, 4 &6 01/27/21 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN %�SS PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY OR j �O�fp�L 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N_ VENICE, FL 34275 SLY 11 I I I I t� , 6)ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5570 NTS 1 OF 21 MD-5570.0 Jill C A. Y PE.#58705 . MILLER,P.E. #29296 MAX. UNIT WIDTH -t- - MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH - NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 &2 PER TABLES 1 &2 PER TABLES 1 &2 —q� 4 , PER TABLES 1 &2 4 y 11 MAX. UNIT 3 / 6 Im MAX. UNIT a / / a I� MAX. UNIT 3 a a I� MAX. UNIT 6 Ig HEIGHT I� HEIGHT / / 6 I; HEIGHT a 6 I�' HEIGHT 3 3 PER TABLES 1 &2 z PER TABLES 1 &2 / / `` o PER I I2 PER TABLES 1 &2 / / / Iw TABLES 1 &2 / / / / 12 POCKET POCKET I� / / / POCKET I� POCKET I� --Nr— IL 1-PANEL 2-PANEL F 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS 4'N4— 4 4 MAX. UNIT WIDTH MAX. UNIT WIDTH {. MAX. UNIT WIDTH NOM. PANEL WIDTH I -E NOM. PANEL WIDTH NOM. PANEL WIDTH 4 PER TABLES 1 &2 I ,'44 PER TABLES 1 &2 4 PER TABLES 1 &2 1 A 3 I� a I MAX. UNIT W} SEE MAX. UNIT 3 3 s Iw MAX. UNIT 3 3 3 6 IQ HEIGHT 0 / NOTE PER TABLES 1 &2 / /HEIGHT3 /a / I a HEIGHT 3 I w TAB ESR1 &2 / / sHeET, Pocxsr I12 lu w PER TABLES 1 &2 POCKET En Iw J 5-PANEL CONFIGURATIONS CORNER, TYP. 5-PANEL CONFIGURATIONS a p OUTSIDE CORNER SHOWN,INSIDE CORNER SIMILAR '�— MAX. UNIT WIDTH — I MAX. UNIT WIDTH NOM. PANEL WIDTH —� NOM. PANEL WIDTH a PER TABLES 1 &2 4 I PER TABLES 1 &2 V_ A I } A 3 1 a 3 3 3 MAX. UNIT Il 3 3 3 3 3 3 r I I MAX. UNIT 3 3 3 3 3 3 3 6 10 HEIGHT 3 3 3 3 3 Iw HEIGHT Kv 3 3 3 3 3 3 Im PER TABLES 1 &2 PER TABLES 1 &2 t r POCKET I I/ POCKET I co J + 7-PANEL CONFIGURATIONS 'F , 8-PANEL CONFIGURATIONS F 4 4 CONFIGURATIONS NOTES: "X"= OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH -8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0" INOPERABLE PANEL NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" ���` LYNN/��'�• 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" ;�� ��N "' �f/ POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT= DOOR HEIGHT-2-1/2" ��.• �,�G�NSE �� 2) 90° & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 1,21110/05/15 = * No. 5,9705 ; 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS ao J ROSOWSKI /02/01 21 t REVIEWED BY THE AUTHORITY HAVING JURISDICTION. � STATE OF 44/ DETAIL LETTER ® C) NO CHANGES THIS SHEET. 01/27/21 ��, '• �(/\ 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 &2. �iFS ••LORt°�. ���� 1070 TECHNOLOGY DR S # N. VENICE, FL 34275 a ��i�ZONAL 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT- { —SHEET NUMBER (941)-480-1600 SGID-55701$ NTS 2 OF 21 MD-5570.0 lk41 C A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 DETAIL Al DETAIL Bl METAL TYP., SEE ANCHOR THRU IX WOOD ASTRAGAL DETAIL Cl DETAIL Dl NOTE 4, SHEET 1; MIN. OF 3 CONCRETEICMU PER INTO MASONRY FACING EXT I INTERLOCK INTO METAL THREADS BEYOND THE ANCHOR REQUIREMENT FRAME WIDTH METAL SUBSTRATE 114" MAX. REQUIRED IF DOOR TYP. ANCHOR TYPE, HEIGHT IS OVER 96" 21 19 94 MAX 28"O.C. 91 EMBEDMENT AND EDGE EDGE DISTANCE PER 22 0 SUBSTRATE, SEE - -17, q o o DISTANCE TABLE A, SHEET 1 & 50 10 _ y NOTE 3, BELOW DAYLIGHT IN 4 INTERIOR i • OPENINGS z5 8 WIDTH 1 33 EMBEDMENT — + EDGE (4)THRU KEEPER @ MAX EDGE DISTANCE 'r �.• 25 O 80 2s I 82 EXTERIOR 3.5"O.C.,SEE SHEET 19 98 o DISTANCE 4° SEE NOTE 6, sa I I 25 O 26 _I—i_ 27 O 28 SEE NOTE 6, 1/4"MAX. � 1X OR 2X WOO❑ THIS SHEET I SEE NOTE 6, V THIS SHEET ~ S , //` -BUCKSTRIP, SEE 32 THIS SHEET EMBEDMENT ANCHOR NOTE 3, SHEET 1 SEE NOTE 6,THIS SHEET 29 #8 X 314" SMS REINFORCEMENT SCREW; 7 L — — — — — —� 63 PER STILE LOCATED AT CENTERLINE AND 6", TYP. ANCHOR TYPE PLATE AT , � � / EVERY / HORIZONTAL SECTION (XX__X_SHOWN) 9" & 12" FROM ENDS (FACTORY INSTALLED). EMBEDMENT AND ANCHOR EDGE DISTANCE PER_ LOCATION SUBSTRATE, SEE DETAIL C2 D ETAI L D2 DETAIL B2 TABLE A, SHEET 1 & DETAIL A2 INTERLOCK LINTO MASONRY ASTRAGAL NOTE 3, BELOW 2X WOOD BUCKSTRIP OR FACING INT. INTO 2X WOOD REQUIRED IF DOOR EMBEDMENT FRAMING, SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 96" „ �1 — NOTE 3, SHEET 1 OPENING 91 1/4 MAX. I 22 INTERIOR WIDTH o a EDGE I o , o 1 •A DISTANCE I TYP. ANCHOR TYPE, SSF F NOTE6,THISSHEET 7EMBEDMENTAND28,/JR 27 26 R z5 I I I EDGE DISTANCE PER d 93 z3 8 TYP. ANCHOR TYPE, I I SUBSTRATE, SEE a d -EMBEDMENTAND t� q TABLE A, SHEET 1 & `31 r q o o P EDGE DISTANCE NOTE 3, BELOW PER SUBSTRATE, SEE TABLE A, SHEETEDGE d d —i— DISTANCE {9e a dPIP d 1 & NOTE 3, BELOW I (4)THRU KEEPER @ MAX 3.5 O.C..SEE SHEET 49 EXTERIOR — —R,IOR I L_ v ___. _.._ 1/4" MAX. '+ PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION XO SHOWN ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR `,��1�1 ++ +rrl�� NOTES ANCHORS, SEE EXTERIOR DIRECTION. �\`ONY LY11fN�7��i� 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. \� ,`�•.0�GENSF.•��� 2) REFER TO ANCHOR NOTES, SHEET 1. 4. . F 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR FOR ALL LOCKSTILES, Q : ANCHOR QUANTITIES, SEE TABLES 1 &2. ASTRA ASTILES,FIXED 25 2s VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ` * No. 58705 *; 4) CONTINUOUS ANCHOR PLATE, ITEM�#8, IS REQUIRED AT ALL HORIZONTAL RAILS _ ; az"* _ ,L FRAME ANCHOR LOCATIONS. INSTALLATION, HORIZONTAL X-SECT J ROSOWSKI = 02/01/21 44-1 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ? Q 6) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. ALL - F ?' LORID . INTERLOCKS 27) DA i •• .... �? � REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY OR A %s`s�4NAL ��`�� THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 , rr I I I> >I�%� 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1600 SGD-55701$ NTSTJ 3 OF 21 MD-5570.0 0� C A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION, FBC 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY FRAMING, SEE ANCHOR CONCRETEICMU EDGE AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR NOTE 3, SHEET 1 ` SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT i SEE SUBSTRATE PROPERTIES, DISTANCE EDGE EDGE TABLE A, SHEET 1 REQUIREMENT _ � � 1 & NOTE 3, THIS SHEET ' DISTANCE DISTANCE b • ° • ° * . d EMBED- MENT EDGE DISTANCE a . b EMBEDMENT EMBEDMENT EMBEDMENT 1/4 MAX. 1/4 MAX. a 114" MAX. 8 8 I 1X OR 2X WOOD � � � � � 1/4 MAX. F112 � 114 MAX. � BUCKSTRIP, SEE � � 8 9 50 ANCHOR NOTE 3, TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND s3 7 SHEET 1 8 EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE 33 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET / I s 80 NOTES FOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. / 0 ASTRAGALS, / 2) REFER TO ANCHOR NOTES, SHEET 1. FIXED STILES 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION &SPACING, AND #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 &2. DLO WIDTH = NOM. PANEL WIDTH-8-9116" HORIZONTAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT DLO HEIGHT= DOOR HEIGHT- 11-1/16" ANCHOR PLATE AT RAILS EVERY ANCHOR I CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT= DOOR HEIGHT-2-112" LOCATION (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 25 6) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME SEE HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE s, SILL RISER I THIS SHEET VARIES WITH EXACT DIMENSIONS. REQUIRED EXTERIOR POSITIVE DESIGN 390 �I 82 PRESSURE, 133 OR s2 SEE SHEETS 390 I It EXTERIOR 7&8• .390 - 1 I� a oRI ti � .390 2.947 2.3701/4" MAX. a9 #42 SHOWN 1.793 4.041 #43-45 ALSO APPLY .823 T 3.464 GROUT AS 9 � 1.917 887 t NEEDED, SEE ANCHOR NOTE 13 50 I 5, SHEET 1 8 U z „ ?J Q 2-1/2"= TOTAL 060 .060 .060 _ I .060�II� oO : 114 MAX.- �O e SILL HEIGHT SILL RISER SILL RISER SILL RISER O(SILLRISER 42 TOTAL C43 ( O \� `A, � (3-112 TOTAL 4-1/16 TTAL 4-5/8 TOTAL LI YI IN t N����� �i SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �`Z`•• �%aENsF •.�{ EMBED- EMBEDMENT -4- EDGE = Q�•'• Fly MENT ° , A - DISTANCE VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 ; * No. 5$705 �— TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, INSTALLATION, VERTICAL X-SECT. �18, J ROSOWSKIEDGE02/01/21 DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND :�! '• 411 EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE a x C) REV. ANCH. HEAD SHEETS 3, 4 &fi �� 01/27/21 :�,n'••, STATE OF ,•_ /CONCIETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, �� CORM - PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR a ���!SSOIVAL � ��� REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 � r l l r I I I I k INTO MASONRY INTO 1NOOD (941)-480-1600 A.LYNN MILLER.P.E. THIS SHEET THIS SHEET REGISTRATION#2929s SGD-5570 NTS 4 OF 219 MD-5570.0 �Lc P.E.#58705 21 71 INTERIOR 35 INTERIOR 4 25 OR 26 71 19 (4)THRU KEEPER 2 5250R�C26 69 98 @ MAX 3.5"O.C., 37 96 MAX 18.5"O.C. INTERIOR SEE SHEET 19 33 36 o INTERIOR DETAIL H2 a 19 P 98 (4)THRU KEEPER @ MAX EXTERIOR 90, E I 3.5 O.C.,SEE SHEET 19 OUTSIDE CORNER Boa 69 33 O 90° 39 INTERIOR ODE2S OR 2B 1 s 94 MAX 18.5"O.C. EXTERIOR \ \� EXTERIOR 2S OR 26 .J—'.. 135° 0 41 O 90° O 33 39 q o DETAIL 31 135° �\'\°� DETAIL H MAX is.5"o.c.1 94 90, INSIDE CORNER OO INSIDE CORNER 40 EXTERIOR INTERIOR 41 0 (4)THRU KEEPER 69 EXTERIOR 1 MAX 35 n � 1 Z 98 @ E SHEET 119 7 19 00 2 8 00 135° � INTERIOR 7]U c� 2 ' ao� NOTES i) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR 25 OR 26 QUANTITIES, SEE TABLES 1 &2. \ , 33 38 —� a 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, LYNI 35 DEPENDING ON CONFIGURATION. 0-''_'►GENSF /�� MAX 18.5"O.C. 96 19 \---(69; (4)THRU KEEPER @ MAX 98 EXTERIOR VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * No. 58705 3.5°O.C., SEE SHEET 19 DETAIL G2 CORNER ASTRAGAL HORIZ, X-SECT. J ROSOWSKI =-�135' i 3 02/01/21 �1 OUTSIDE CORNER ® C) NO CHANGES THIS SHEET. kl 01/27/21 0,� '. STATE OF lv� F(ORIDP. 1070 TECHNOLOGY DR a �ONAL N_ VENICE, FL34275 i��rrrllll►��� (941)-480-1600 SGD-55701$ NTS 5 OF 21 Jill MD-5570.0 Ili C A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 r T DETAIL 11 1 DETAIL 12 OPTIONAL NON- I INTO MASONRY INTO MASONRY STRUCTURAL CONCRETEICMU ANCHORS FOR - '�•$� .• EDGE PER ANCHOR INTERIOR POCKET INT ROR 21 2� TYR ANCHOR TYPE, EMBEDMENT DISTANCE',, REQU REMENT Ell! JAMB ill19" 28 Re AND EDGE DISTANCE PER . • SEE FIG 1, SUBSTRATE, SEE TABLE A, + '�' • FIGURE 1,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST THIS SHEET 30 o SHEET 1 &NOTE 3, BELOW q ` FOR DOOR HEIGHTS 96„AND LESS: INCLUDE A NON-STRUCTURAL, = ' FRAME JAMB TO REDUCE THE OPT POSSIBILITY OF WATER d+ + w : •. ,a a 21 C� o � e• :• n .. ,. ..s. •_e. ANCHOR 31 INFILTRATION. 114" MAX 17 OPT..- 1e EMBEDMENT ' ' i •. ,•ate. .•.... ,. .� 17 OPT. POCKET BY OTHERS, SEE o —1} NOTE 6 BELOW. - d .• P .• ,•. .. 1. �. 'P \ : `... . MENT�'.A • • EXTERIOR 114 MAX. q © FOR DOOR HEIGHTS OVER 96" " ,. > . OPT. �, 97 1p 21.9" ANCHOR v MAX. O.C. +' SEE FIG 1, 37 30 TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR CONCRETEICMU THIS SHEET AND EDGE DISTANCE PER EDGE PER ANCHOR Sa R 27 �' � DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, BELOW , INTERIOR POCKET EXTERIOR POCKET �21 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER METAL TYP., SEE ANCHOR NOTE SUBSTRATE, 5EE TABLE A, SHEET 1 4, SHEET 1, ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND &NOTE 3, BELOW EDGE 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE rt FRAMING, SEE ANCHOR EDGE DISTANCE � NOTE 3, SHEET 1 DETAIL f3 DISTANCE � OPT. ANCHOR � OPT. ANCHOR INTO METAL EMBEDMENT f 171pPT_ � ­cz:> {17)QPT. EMBEDMENT 114 INTO WOOD DETAIL 14 o 114" MAX.--� � o MAX. EXTERIOR = y7 10 SEE FIG 1, e SEE FIG 1, d THIS SHEET 31 d zs x 3R{z7 r THIS SHEET 30 22 EXTERIOR ``,}k I 1 1 21 91 EXTERIOR POCKET ON'� N ��''� EXTERIOR POCKET :,��� ' `'��►vsF ����% VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * : No. 58705 NOTES = z-* 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES, HORIZ. X-SECT. 11,t J ROSOWSKI ="L3 �02/01 f 2��--�= 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 &2, STATE OF 4)SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. 3 �' r� C) REV. ANCH. HEAD SHEETS 3, 4 &6 �� 01/27/21 � F p,.•.= �s••.,LOR1D., 5 INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR '/,S�ONAl- 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N. VENICE, FL 34275 L 1!1 I fin AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SG©-5570 NTS 6 OF 21U19MD-5570.0 �� C A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#587p5 TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A Glass Types 1, 1A, 3 or 3A 80" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116" DLO Height 72-15116" DLO Height 84-15116" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std. Interlock Reinforcement#27 A 1 B 1 C I D A I B C I D A I B I C D _ CONSIDERED, SEE TABLE B1, THIS SHEET. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf #OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS 16-518 24" 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 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 1 7 1 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 22-5 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 PERPENDICULAR TO THE GLASS. 30" DLOO 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/-60 psf +60/-60 psf +60/-60 psf 8-518 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+i C3+1 C3+1 36" DLO CL ra Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 a E P-hook 7 1 7 _L_L 7 7 7 7 7 8 8 8 8 0 Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf z 34-5/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 M55 42" DLO TABLE B1: Jamb 5 5 5 5 5 5 5 5 S 5 FIG 1. WidthWater-LimitedP-hook 7 7 7 7 7 7 7 7 8 8 (+}Design Pressure OH LENG� 40-518 Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Sill Nom. Sill Max. (+)DP 48" DLO Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 I C3+1 I C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed I— DOOR ASSEMBLIES Jamb 5 5 5 5 5 5 5 5 5 5 6 5 None 1-11I16 See Note 2 C7 Width �� = INSTALLED WHERE THE P-hack 7 7 7 7 7 7 7 7 8 8 8 8 u.1 OVERHANG (OH) LENGTH IS 42 2-1/2" +38.7 psf 3: EQUAL TO OR GREATER THAN 43 3-1/2" +60.0 psf p THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 4-1/16" +60.0 psf EXEMPTED FROM WATER 45 4-5/8" +60.0 psf INFILTRATION RESISTANCE. DLO WIDTH= NOM. PANEL WIDTH-7-3/8" DLO HEIGHT= DOOR HEIGHT- 11-1/16" LYNN��''�. PANEL HEIGHT= DOOR HEIGHT-2-112" ��` ,�,0 .• ,,�GENSF' TABLE NOTES: VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 yk No. 58705 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. DP &ANCHOR QUANTITY TABLE 't• J RQSOWSKI =� : 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL oz/ot/zt 4jj - RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. e a C) NO CHANGES THIS SHEET. a 01/27/21 :�,n'. STATE of 3) SEE SILL RISER TYPES ON SHEET 4. i F40Rto�.• its •'••......... � 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR all '� SS 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 �,"1NAL O 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING (941)-480-1600 A.LYNN MILLER,P.E. L __ REGISTRATION#29296 SGD-5570 NTS 7 OF 21 MD-5570.0 C P.E.#58705 TABLE 2: - -1 Design Pressure (DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16" DLO Height 72-15116" DLO Height 84-15116" DLO Height 96-15/16" DLO Height 1 08-1 511 6" DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A I B I C I D A B C D A I B I C D A I B I C D --A---F—Bl C CONSIDERED, SEE TABLE B2, THIS SHEET.D ' Design Pressure +100/-100 psf +100/-100 psfEC3 -100 psf +60/-65 psf +60/-65 psf #OF ANCHORS THROUGH THE HEAD &SILL. (EX. FOR C3+1, 3 ANCHORS 16-5/8" ___ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 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 C3+1 C3+1 C3+1 C3+1 C3+1 C3+124" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 MIDSPAN OF PANEL). Width - - TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 9 9 1 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100 psf +100/400 psf +100/-100 psf +60/-65 psf +60/-65psf PERPENDICULAR TO THE GLASS. 22-5/8'39' DLO Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 I Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 1 6 1 6 P-hook 7 7 7 7 7 7 7 7 8 8 1 8 8 9 9 9 9 10 10 1 10 1 10 Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65 psf +60/-65 psf 28-5/8" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 1: 36' DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 0, LENGTH Width _ P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 DOOR ASSEMBLIES Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65 psf +60/-65 psf INSTALLED WHERE THE 34-5/8" 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 L`u OVERHANG (OH) LENGTH IS I 42" DLO = EQUAL TO OR GREATER THAN Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 = THE OVERHANG HEIGHT IS E P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 D 10 O EXEMPTED FROM WATER z Design Pressure +100/-100psf +100/-100psf +92/-92 psf* +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 48" DLOO 40-5 Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 1 8 6 P-hook 7 7 1 7 1 7 7 7 8 8 8 8 1 9 1 9 9 1 9 9 9 10 I 10 1 10 110 TABLE B2: Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +60/65 psf +54.1/-58.7 psf Water-Limited 46-518"54" DLO Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 I C5+2 C5+2 C5+2 (��Design Pressure Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Sill Nom. Sill Max. (+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Riser Height Allowed Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +59.1/-64 psf +49.6/-53.7 psf None 1-11/16" See Note 2 60 SDLo' Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-1/2" +38.7 psf Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 43 3-1/2" +60.0 psf P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 44 4-1116" +80.0 psf * +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. 45 1 4-518" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH-7-3/8" DLO HEIGHT= DOOR HEIGHT- 11-1116 �Y�LYN ����% PANEL HEIGHT= DOOR HEIGHT-2-112 ��` �O ..• .•/Ljj� ��, AI TABLE NOTES: VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 No. 58705 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 _ AND TABLE 62 DETERMINES THE WATER LIMITED (+) DP. DP &ANCHOR QUANTITY TABLE 1p� J ROSOWSKI =-O :� oz�ol/21 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. i ��Q STATE OF T'�irex C} NO CHANGES THIS SHEET. a 01/27/21 •t�3) SEE SILL RISER TYPES ON SHEET 4. '�CORiOP. 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 [11SGD-5574 NTS 8 OF 21 MD-5570.0 C A.LYNN MILLER,P,E. - - REGISTRATION 029296 P.E.#58705 EXAMPLE: - - - ^. � -7 � 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION -PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE ( _ CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, 48"X 84" NOM. PANELS, @ INTERIOR POCKETS OF INTERLOCK f OF INTERLOCK ANCHOR INFORMATION. LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, M6" CENTERLINE CENTERLINE CENTERLINE OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED: +48.2l-58.6 PSF POCKET SY OTHERS,SEE NOTE 6, SHEET 6 4: +2 "+2"ANCHORAGE, 25-318"MAX. 6„ 6"MAX. ANCHORAGE,- SHEET 12 "+2"ANCHORAGE, ~ MAX, - 1 SHEET 12 12 / i "C3"CLUSTER,_ "C3"CLUSTER, SHEET, EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB {MIN. 1 ANCHOR} EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAIL_S OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX 3-TRACK TO AID IN— y BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. r A,_ MAX CENTERLINE CENTERLINE CENTERLINE OF PANEL 1 OF PANEL 2 OF PANEL 3 q POCKET BY EXTERIOR INTERIOR OTHERS,SEE qFRArME °NOTE 6, o oSHEET6 +2 "+2"ANCHORAGE, 25-318"MAX. �— 6„ ANCHORAGE, SHEET1 "+2"ANCHORAGI=, MAX.SHEET'I 1 C3"CLUSTER, "C3"CLUSTER, SHEET1112"MAX. 21.6" AMB SHEET11 SHEET11 END ANCHORAGEEXTERIOR MAX. RED @ INSTALLATION ON JAMB (MIN. 1 ANCHOR) INTERIOR POCKETS SILL ANCHORAGE DETAILS SHEET 6 y 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 &2 PXXX (3-TRACK) FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48"X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN — PRESSURE REQUIREMENTS. DISTANCE TO NEXT CLUSTER N TO BE 25-318"O.C.OR LESS FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 • . — — — y 1 2)ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6"MAX HEAD CLUSTER ANCHORS : SHEET 12 FOR THE "C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.ANCHOR 6 MAx THE INTERLOCKIASTRAGAL. FOR SILL (SHOWN)AND HEAD, ANCHORS AT THE TO AID IN HEAD INTERMEDIATE ANCHORS). SHEET 12 FOR THE "+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL-(CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: ��` ANY LYNN,�� SILL INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE T �� 't� ..\GENSF' I DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 No. 58705 FOR PRODUCT REFERENCES, ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL `- - _� ` * A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE �14t� J ROSOWSKLOCATIONS OF CROSS-SECTION DRAWINGS. 02/01/21 B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN a C) NO CHANGES THIS SHEET. kM 01/27/21 0,� '. STATE OF C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: _ D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD& SILL: SHEET 4 1070 TECHNOLOGY DR a �ONAL E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 N. VENICE, FL 34275 ���I►I r I I I 1 t��� F) SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 (941)-480-1600 11ISGD-557011[NTS 1 9 OF 21 MD-5570.0rC A.LYNN MILLER,P.E, REGISTRATION#29296 P.E.#58705 t 1-1/16"NOM. 7116"NOM. — 3116"HS GLASS 7116"NOM. 7I16"NOM. .090"PVB 3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS 3116"ANN GLASS 75 76 .090"PVB- .090"PVB .090"SG 7116"AIR SPACE 77 78 3/16"ANN GLASS \ 3/16"HS GLASS 3116"HS GLASS 3116"T GLASS PAINTED/NTEDI PAINTED/ PAINTED/ T PAf NTE DI LAMINATED LAMINATED LAMINATED sz OR a3 LAMINATED so OR st SURFACE as OR at16 SURFACE 6a OR 81 SURFACE O SURFACE <] EXTERIOR I" — EXTERIOR — — — �] EXTERIOR — — EXTERIOR / PRODUCT IS"EXTERIOR- PRODUCT IS"EXTERIOR- v f a I I PRODUCT IS"EXTERIOR- PRODUCT IS"EXTERIOR- GLAZED"IF#80-81 IS 7/8"NOM. GLAZED"IF#80-81 IS I 7/8"NOM. GLAZED"IF#80-81 IS I I 718"NOM. GLAZED"IF#82-83 IS I D I 7/8'NOM. TOWARDS THE EXTERIOR.I D GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I � I GLASS TOWARDS THE EXTERIOR.I I GLASS BITE I I BITE I I BITE BITE INTERIOR I INTERIOR I a INTERIOR I INTERIOR PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I I ' PRODUCT IS"INTERIOR- I PRODUCT IS"INTERIOR- GLAZED"IF#80-81 IS I 79 GLAZED"IF#80-81 IS I 7s GLAZED"IF 480-81 IS I 79 GLAZED"IF#82-83 IS I 79 TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I r� SEE NOTE 2, 85 SEE NOTE 2, B5 SEE NOTE 2, 85 SEE NOTE 2, 77 86 THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"= HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "T'=TEMPERED STRUCTURAL 1-1/16"NOM. 1-1/16" NOM. "PVB"= .090"TROSIFOLO PVB INTERLAYER SILICONE 3/16"HS GLASS 3/16"HS GLASS STRUCTURAL 3/16"NOM. BY KURARAY AMERICA, INC. 114"NOM. FOAM POLYfSOBUTYLENE WITH .090"PVB .090"SG "SG"_ .090" SENTRYGLAS®INTERLAYER WITH DESICCANT DESICCANT 3/16"HS GLASS 75 76) 3/16"HS GLASS 75 76 BY KURARAY AMERICA, INC. EXT. GLASS EXT. GLASS 7/16"AIR SPACE 77 78 7/16"AIR SPACE 77 78 3/16"T GLASS 3/16"T GLASS PAINTED/ PAINTED/ 82 OR 83 LAMINATED 8P OR 83 LAMINATED SURFACE SURFACE INT.GLASS INT. GLASS EXTERIOR / 4 EXTERIOR / PROD IS"EXTERIOR- I \I PROD IS"EXTERIOR- I \ KODISPACE SUPER GLAZED"IF#82-83IS 7/8"NOM. GLAZED IF#82-83IS I 7/8"NOM. 75 76 ® TM TOWARDS THE EXTERIOR.I GLASS TOWARDS THE EXTERIOR.I GLASS 4SG TPS SPACER NXT I BITE I I BITE INTERIOR I � INTERIOR I T ALUMINUM PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I REINFORCEMENT POLYISO- rNT FILL AREA GLAZED"IF#82-83 IS I 79 GLAZED"IF#82-83IS I I 79 BUTYLENE- TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5/16" NOM: SEAL5/16" NOM. I BUTYL& LICONE SEAL SEE NOTE 2, 86 SEE NOTE 2, 86 DESICCANT ROLL-FORMED THIS SHEET THIS SHEET FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 \`��11 ll. NY LYN/v �� ' ' ! EXT. GLASS NOTES: —— \`� SIC..... EXT. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA (LM) 101p5115 * No. 58705 07 INT.GLASS GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI = U 1�2/o1/z1 ` INTERIOR OR EXTERIOR GLAZED ® TM PROVIDED THAT THE "HS" SURFACE ® ��0 STATE OF lV�� DURASEAL XL EDGE � C) NO CHANGES THIS SHEET. + 01/27/21 T F 77 7s — OF A LAMINATED GLAZING UNIT IS 40RIDP• ` SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR N. VENICE, FL 34275 �7 110j NAI I� (941)-480-1600 SGD-5570 NTS 10 OF 21 l f MD-5570.0 4 C A.LYNN MILLER,P.E. __ REGISTRATION#29296 P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL — PANEL CENTERLINE CENTERLINE 411 0ENTERLINE 41 CENTERLINE _4" CENTERLINE 4vs o a o o 40 a o 11a a a EXTERIOR EXTERIOR EXTERIOR EXTERIOR IEXTERIOR 107 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"C5' �j 2-TRACK INTERMEDIATE lc� 2-TRACK INTERMEDIATE 2 TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK „ INTERLOCK PANEL PANEL PANEL CENTERLINE 4 CENTERLINE 4„ CENTERLINE CENTERLINE 4" CENTERLINE4 ri a o a O EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" -01 3-TRACK CLUSTER"C3" ;7 3-TRACK CLUSTER"C5" ID 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— INTERLOCK PANEL PANEL PANEL_ _ CENTERLINE 41' CENTERLINE 41p CENTERLINE CENTERLINE 7 CENTERLINE 4" a a a ,I a d .L a 0 fm EXTERIOR 3.22" EXTERIOR 3_22" EXTERIOR EXTERIOR EXTERIOR 4__~ --I 4-TRACK CLUSTER 4-TRACK CLUSTER ' 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE "C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS NOTES: { FIGURES PERTAIN TO THE FOLLOWING SILL 1 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, I NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO—TRACK DISTANCE IS 2,375" 2.375" 2)TRACK-TO—TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: Head/Sill +1 �`�,rIYILYNN Jamb 5 \�� � .........•/f7/ �� FIGURES PERTAIN TO THE FOLLOWING SILL P-IIODI( 7 ` �� �}GEN$F •����� CLUSTER ANCHOR LOCATIONS: ` VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 i * No. 58705 ; ANCHOR LOCATIONS A �1&11 J ROSOWSKI 02/01/21 C) NO CHANGES THIS SHEET. a 01/27/21 O '•• STATE OF Head/Sill C3 1070 - - i�(�s' •.ZOR19 . C\`�� ,lamb 5 1 N VENICE O L0342 DR � � '��;S�ONAL P-nook 7 (941)-480-1600 SGD-5570 NTS 1 11 OF 21 �11� MD-5570.0 Jill C A.LYNNIMILLER,P.E. _.... __ REGISTRATION#29298 P.E.#58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 411 INTERLOCK 4." PANEL CENTERLINE 4" PANEL 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE ut EXTERIOR 3.22" EXTERIOR -3_2201 EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" �J 2-TRACK CLUSTER"C3" 1;07 2-TRACK CLUSTER"C5" �j 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 411 4„ 4„CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4.75" EXTERIOR —'I 3.22" EXTERIOR —■-+ 3.22" EXTERIOR EXTERIOR EXTERIOR ti 3.22" 3-TRACK CLUSTER"C3" 3-TRACK CLUSTER"C5" 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE TI, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS ��// "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK- 4„ INTERLOCK. 11 CENTERLINE PANEL PANEL 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3 22" EXTERIOR ---a— 3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" 4-TRACK CLUSTER �.� �v� 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2" 4-TRACK INTERMEDIATE"+3" 4-TRACK CLUSTER "+1"ANCHOR LOCATION v ANCHOR LOCATIONS ANCHOR LOCATIONS "C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: it 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" j 2) TRACK-TO-TRACK FOR ALL HEADS: T DISTANCE IS 2.375" 1.375" FOR ALL HEADS: _I Head/Sill C 1) lllit/,// FIGURES PERTAIN TO THE FOLLOWING HEAD Jamb 5 ���O LYNN CLUSTER ANCHOR LOCATIONS: P-I100IC 7 \,%GENSF /(����I VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * No. 58705 ANCHOR LOCATIONS B 11,;FJROSOWSKI 02/01/21 ® + C} �' NO CHANGES THIS SHEET. a 01/27/21 O STATE OF Head/Sill C3 1 - - '��� ' .'�LORIDP. Jamb 5 1070 TECHNOLOGY DR � P-hook 7 N. VENICE, FL 34275 a - i�/01111110 ZONAL G`\\ (941)-480-1600 SGD-5570 NTS 1 12 OF 21 1 MD-5570.0 C A.LYNN MILLER,P.E. REGISTRATION#29296 co P.E.#58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: 2.375" - u y�' 4.75" � :-r 7.125" HR 6" 1 MAX. L 21.6" 21.6" 21,6" HeadlSill C3+1 Jamb 5 MAX. MAX. MAX. P-hook 7 O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR OPT, ANCHOR T TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. _ FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY 6„ 6„ 6„ BE LOCATED IN ANY ADJACENT TRACK MAX. MAX. MAX (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY - - - BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES PER END @ 1"X .50D" _(4)WEEP NOTCHES ,_(5)WEEP NOTCHES PER END @ 1"X .500" PER END @ V X.500" Lw SILL SILL EXTERIOR SILL EXTERIOR [� EXTERIOR (3)TRACK WEEP HOLES C_:�' 6"MAX• EVERY 24" @ 1.125"X .190"; '� (6) TRACK WEEP HOLES OPT. ANCHOR (10)TRACK WEEP HOLES TO AID IN (1)WEEP NOTCH EVERY EVERY 24 @ 1.125 X -190 ;�, EVERY 24" @ 1.125"X .1 90";_ � " @ 1.375"X .500" (1)WEEP NOTCH EVERY ALIGNMENT 24" @ 1.375"X .500" (1) WEEP NOTCH EVERY 24" @ 1.375"X .500" NOTES: 1) SEE TABLES 1 &2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. — ---- \`\` t I +►I! ���// FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB \\ NY LYN / P-HOOK ANCHOR LOCATIONS: Iu $ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 * No. 58705 Lu 0 0 ANCHOR LOCATIONS C J ROSOWSKI 02/01/21 ® C) NO CHANGES THIS SHEET. mil 01/27/21 4 . STATE of Head/SIII C3+1 :, .'�cvRw�.• 'G��': Jamb hook 5 EN ENICE70 OFIL 42 DR � SZONAL,��\\\\ (941)-480-1600 SGD-5570 NTS 13 OF 21 111 MD-5570.0 a : C A.LYNN MILLER,P.E. y._ RGISTRATION#29296 cn P.E.#587D5 E HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING 90°CORNER SILL ANCHOR LOCATIONS: 900 a 4" I-A > 4" 4F� 4" 411 4" 4" 4" 0 o Head/Sill 1 3.22° EXTERIOR 3•22" EXTERIOR Jamb 5 2-TRACK 90'CORNER _r 2-TRACK 90'CORNER 4 4 P-hook 7 "C4"ANCHOR LOCATIONS ` "C6"ANCHOR LOCATIONS 7 2-TRACK 90`CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS � "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) o 4„ 4" 4" 10 4" 10 0 0 4" 4„_ 4" � 4"— o EXTERIOR 3.22" EXTERIOR 3.22" 3-TRACK 90"CORNER 3-TRACK 90'CORNER 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) �/ (USE WHERE"C5"IS SPECIFIED) o +1lllllf�� 4" LYNN 4[1 4 " `\ 1 44�� THY 4„ 4„ 4 0 * N o. 58705 o =� '• 02/01/21 0 . STATE OF P•. ' � ` 3.22" 4" f� i �` '•.FLORID„ ` ♦ �� 4-TRACK 90°CORNER EXTERIOR d-TRACK 90"CORNER EXTERIOR EXTERIOR 3 22 EXTERIOR ��i SS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4'ANCHOR LOCATIONS 4-TRACK 90*CORNER < "C6 4-TRACK 90 LOCATIONS �' ///�'0NAL��,\\ (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 90°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR NOA (LM) 11110/05/15 900 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D J t J ROSOWSKI Head/Sill C 1 ----. Jamb 5 3) TRACK-TO-TRACK ® > C) NO CHANGES THIS SHEET. x 01/27/21 F-hook 7 DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 (941)-480-1600 j SGD-5570 NTS 14 OF 21 l o MD-5570.0 a C REGISTRATION#29296 to h HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOLI OWNGPERTAIN TO THE 35'CORNERSILL T ANCHOR LOCATIONS: t 1350 4„ 0�� 04" �1 »= HeadlSi!! C 1 IXTERIOR EXTERIOR Jamb 5 ID —` 3 22j 1. -L 4„ TERIOR 4„ EXTERIOR P-hook 7 2-TRACK 135°CORNER " 2-TRACK 135°CORNER 2-TRACK 135°CORNER 2-TRACK 135°CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) i 4" 411 PEXTERIOR ., 4" 4„ 4" 4" 4"EXTERIOR EXTERIOR EXTERIOR —� 3.22" V 3.22„ y 3-TRACK 135°CORNER 3-TRACK 135"CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 3-TRACK CORNER 3-TRACK CORNER (USE WHERE"CT'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHORR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) „ #EXTERIOR 4„ ° ` o ll lj�l� / 4„ ` �. I 4" NO. 58705 02/01/21EXTERIOR EXTERIOR „EXTERIOR 4-TRACK 135°CORNER �- 4-TRACK 135°CORNER 7 3.22 ��, STATE OF "C4"ANCHOR LOCATIONS 4-TRACK 135°CORNER 4 TRACK 135°CORNER ii 4 GRID C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS SS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED} ) (USE WHERE"C5"IS SPECIFIED) !/ONAL (USE WHERE"C3"IS SPECIFIED lllflll A.LYNN MILLER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 135°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: �$ VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 1350 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E it J ROSOWSKI Head/Sill C 1 Jamb 5 3)TRACK-TO-TRACK To A C) NO CHANGES THIS SHEET. a 01/27/21 P-hook 7 DISTANCE IS 2.375" ' 2.376" 2.375' 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: �km� N. VENICE, FL 34275 __ (941)-480-1600 SGD-5570 NTS 15 OF 21 MD-5570.0 iEj REGISTRATION#29296 HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL. FIGURESSPLICED PERTAIN ANCHOR LOCATIONS: SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE LOCATION 4++ SPLICE LOCATION SPLICE LOCATION 4" 411 LOCATION 4+ a o 0 0 0 T Fil f� EXTERIOR 4 _ 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR HeadlSiIT] 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE ,lamb"C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "Cfi"ANCHOR LOCATIONS P-hook (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4 75'+ LOCATION 411 LOCATION 4" LOCATION 4++ i o 0 i o 0 0 0 EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4" 3-TRACK SPLICE �y 3-TRACK SPLICE 3-TRACK SPLICE 3-TRACK SPLICE "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 5"IS SPECIFIED) SPLICE 4.75" SPLICE i SPLICE SPLICE LOCATION LOCATION 411 LOCATION LOCATION 41 1 -7 a o 0 0 Er 0 a EXTERIOR 4„ EXTERIOR 3 22++ EXTERIOR 3.22" EXTERIOR 3.22° ONY LYNN, 4-TRACK SPLICE ` ' 4-TRACK SPLICE 4 TRACK SPLICE 4-TRACK SPLICE / "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS /�( "C4"ANCHOR LOCATIONS "Cfi"ANCHOR LOCATIONS " (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) Q �'P No. 5s705 # 02/01/21 C7 STATE OF NOTES: P / 4OR1D . \ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ZONAL FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3)TRACK-TO-TRACK t VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" 2.375" 2.375" 5 � I M FOR ALL HEADS AND SILLS: I ANCHOR LOCATIONS F fit J ROSOWSKI ® A C) NO CHANGES THIS SHEET. 01/27/21 Head/Sill C3 1 4) POCKET WAIL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ION. 1070 TECHNOLOGY DR Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENIC FL GY P-hook 7 (941)-480-1600 SGD-5570 $ NTS 116 OF 21 l MD-5570.0 c-'Xl C REGISTRATION#29296 W PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL T - T OUTSIDE 90' INSIDE 90' OUTSIDE 1W INSIDE 135° DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE Wr HANDLE BOX OUT BOX IN ASTRAGAL ASTRAGAL INTERIOR OR OUT IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED A� l r/ LOCKSTILE DOUBLE INTERLOCK SINGLE INTERLOCK F I PP K L L TC TA TV TW LOCKSTILE - ASTRAGAL OUT (smou7) (BOX" -I 4- SINGLE B E P A C C S^ ^� S V S W SINGLE DOUBLE INTERLOCK f`/= vti SD INTERLOCK INTERLOCK LLl IN 4 + -I- �om p=nw) I FIXED RR R s S FC FD FV FW A DOUBLE STILE INTERLOCKLOCKSTILE It} JLOCKSTILE n A/� I U ASTRAGAL LOCKSTILE W/HANDLE �,/ l�/j (aauoEM (sox L t - U) ASTRAGAL DOUBLE SINGLE BOX OUT LR T U DS INTERLOCK INTERLOCK L- .W.I ASTRAGAL A I T ' v BOX IN ,Y I U) NV (SaXA►) (BOXAV) J OUT.90* Lu ASTRAGAL CT CS CF z RECEIVER IN.90' a ASTRAGAL A T AS DF RECEIVER OUT. y ` '^ `F ASTRAGAL gyp/ ■J {Y/V` V RECEIVER IN. 135' t- -I ASTRAGALI��j WT WS WF RECEIVER + LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F" SHOWN. PANEL NOTES: LYNN 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 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * No. 58705 NOT AVAILABLE. inF PANEL TYPES J ROSOWSKI 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". �p '• ST 010F 1 emu: C) NO CHANGES THIS SHEET. 01/27/21 ��` "�aR�pP•. ' N�� 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR /ONAL �� N. VENICE, FL 34275 _ _ �/Irr r I l l 10\ (941)-480-1600 A.LYNN MILLER,P.E. REGISTRATION#29296 SGD-5570 j NTS �; 17 OF 21 $�� MD-5570.0 �4�'l C P.E.#58705 i� 5.875 10.635 -� .540 .550 .291 -.061 t, 762 r 125 _ 1 1 .812 f 500 H ❑� p © O .100 Q � 1.681 I-� -062 .930 100 d������ �� .301 1 [.928 �- r�'�l�FRAME SCREW 9 2 TRACK HEADIJAMB L'J COVER (PVC) ® ANCHOR PLATE O9 TRACK INSERT (EXTENDED POCKET 5.178 ® 4 TRACK SILL I 1.000 .252 .231 .060 2.060 .100 -F-i r- 8.250- 8.250 t .062 1.613 .080 949 1.435 -� , �CIC7 p p p .100 p � 1.983 ❑ ❑ J❑ 1.813 p C= 1.681 � 062 I 060 100 dCJ�e]��La1 �� BOTTOM RAIL SILL TRACK 11 SUPPORT 12 COVER COVERt� COVER 17 P�-HOOK ADAPTOR 1�8j P-HOOK 3 3 TRACK HEADIJAMB n 3 TRACK SILL y � -229 .094 .125 10.625 .540 .540 r.291 r -.061 t 2.975 �I 2.141 {� 5.875. --1 j � 3.000 �' -, �,� .075 10a .626 .500��.062 i 4-� 2.607-I 1.406 ❑F ❑ ❑ H 1.813 p f91 8 ��I�- .062 � .329 100 � dQ� j 1 681 �9)EXTENDED 0 KEEPER 2 REINFORCEMENT 2 REINFORCEMENT 3 FIXED PANEL CLIP 4 REINFORCEMENT KEEPER � BAR COVER BAR ® ©PLATE 5 a 4 TRACK HEADIJAMB U 2 TRACK SILL 2.511--I 2.838 -■-i -� 1.570 1 y- � 1.625 1--t- � 1.595 1.595309 2.696 .0801 T 3.483 125 �� 2.073 .099 .070 .075 4.635 4.279 11 Flo 2.833 2.368 2.768 •400 2.768 2.210 .090 2.116 .100 .300 2.025 .312 FFI. j . 4 1 � � ww ❑ nv 34 INTERIOR JAMB COVER .110- lam- F' 188 4 It .182 .121 I I-.-.182I 2.710 1.875 �► 120 I�2.291-r-� .100 - oe TOP, BOTT ASTRAGAL POCKET © AND STILE OM �6) AND STILE OM REINFORCEMENT, �J REINFORCEMENT, AREINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER INTERLOCK 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAJ REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.452 � � 3.326 1-� 3.345 �t � NOTES: 1.472 919 r 1) SEE SHEET 4 FOR .125 3.209 , 3.713 090 ! _ SILL RISERS. .125 060 3.345 2.175 .046 '1,500 3.247 .060 1 .070 I ,.229 i 065 2) SEE SHEET 20 i h- .919 FOR SCREEN PARTS. .300 1.170 1350 CORNER 135' CORNER 135' CORNER 135° CORNER 90' CORNER - 90' CORNER 90` CORNER 3)ALL DIMENSIONS 35 ASTRAGAL 36 PASSIVE MOUNT 37 ASTRAGAL CAP, 38 ASTRAGAL CAP, �39�ASTRAGAL 4Q�ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCHES. ```�� ►i I I I i t r�/, EXTERIOR INTERIOR EXTERIOR INTERIOR �� Y LYNN ii �'�`•'' •1.IGENSF•' .��i -1.912� -�.912 .210 .252 .173 .065 - �� VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * No. 58705 1.261 .062 ' 1.261 1.261 1.261 1.261 - - - EXTRUSIONS 114,1 J ROSOWSKI 02/01/21 80 7/16" $1 7/16" �82 1-1116" � 83 1-1/16- 84 1-3/16" 0 a C) NO CHANGES THIS SHEET. aM 01/27/21 SQUARE BEAD BEVELED BEAD BEVELED BEAD � STATE OF OGEE BEAD OGEE BEAD - -- �� s 40R1DP. 1070 N. TECHNOLOGY R F 342 D (941)480-1600 jjjSGD-557TOJ� NTS 18 OF 21 �All MD-5570.0 C A.LYNNiMILLER,P.E. REGISTRATION#29296 P.E.#58705 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4) CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT t 64 IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL (3)#10 X ° TABLE 1 ONE BLOCK THAT 93 1.5„ SMS SPANS BOTH PANELS. (go (3)#8 X _ 1 SMS a oo 23 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED 95 X 2-1/114" SMS CLIP PANEL-TO-FRAME JAMB LOCATION. X #8 sXMSC90 -7 1 \ 0 6<' 11 (4)#10 KJ21BAR COVER X 2"SMS ab 22 REINF. BAR si #8 X 1-1/4"SMS KEEPER is -4 1 (4)THRU KEEPER @ MAX Q d o \ 1 3.5"O.C.,SEE SHEET 19 Qq 1 JAMB TO ;- KEEPER TO JAMB p SILL ASSEMBLY i \ 1 -1 ATTACHMENT f LOCKING JAMB REINFORCEMENT PLATE ❑[] ATTACH WITH#8 X 1-1I4" / 4-PANEL, 2-TRACK a KEEPER @ 34-1/2"MAX O.C. / OXXX SHOWN 19 o � \ (4)#10 X 9a 2"SMS INTERLOCK fJ INTERIOR 1 sQ�CLIP COVER f� INTERLOCK NOTES EXTERIOR 24; 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. t t t I I t REINF. PLATE 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING. ��`� N*( LYN/U BOTTOM RAIL 94 #10 X 3) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. ��� �O .••••.... t 411f SUPPORT 11 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE, ITEM#$, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �_�. t-tGENSF 2 #10 X 1"SMS THROUGH SUPPORT, 92 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 * : NO. 58705 INTO PANEL PANEL ACCESSORIES INSTALLATION 1IA J ROSOWSKI .O 02/01/21 2/0 Y 93 #10x ASSEMBLY : 1U� STATEOF INTERLOCK SILL RETAINER 1-112"SMS ALL PANEL CORNERS ® C) NO CHANGES THIS SHEET. 01/27/21 �0� ' • FCOR1��.. ���. t�` C� CUP ATTACHMENT WELDED, NO ASSEMBLY 1070 TECHNOLOGY DR /Q INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 �,"I� NAL.����� (941)-480-1600 SGD-5570 NTS 19 OP 21 Igi MD-5570.0 10c A.LYNN MILLER,P.E. REGISTRATION#29296 P.E.#58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� ODROR 5 ❑� 125 106 OOROOR 5 121 123 129 102 119 103 P/, 133 132 0 111 108 0 11a HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 195 33 102 111 32 131 �� 121 c� 908 1OORt', 3 JOR 5 111 � `--� C� v 122 9 OROORO 1 OROORO 115 � 116 HORIZONTAL SECTION EXAMPLE 100 112 120 104 102 HORIZONTAL SECTION 117 1.081 T � � �-1.081 EXAMPLE 1.202—r---� 1.778 1.778 .935 .875 875 1.020 �— —�I 0 0 —III+ 050 A45 - S12o SCREEN 12,)SCREEN 12�SCREEN OXO 1.993 1.993 1.874 FRAME SIDE RAIL, ASTRAGAL - I l - RAIL LATCH ADAPTER .062 t fll� .062 I—� --.062 BOX SCREEN BOX SCREEN BOX SCREEN 1oo)TOP RAIL 1�"�BOTTOM RAIL SIDE RAIL .725 1.435 �-- 7 ..765 �' .782 OR -4 113 OR 114 1.020 -1.593 128 - 120 .040 .062 101 -� 1.373 � 123 SCREEN VINYL 9z4 FRAME SILL a 2 OROORO -063 2 oROoRO @ASTRAGAL @SCREEN 1.872"D t— .055 1.833 ADAPTER ADD-ON 0 107 © -- +.062 �I {�—.372 ��� 1z4 @BOX 104 BOX 105 BOX SCREEN �00 SCREEN @SCREEN OOXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION EXAMPLE LYN 7i EXAMPLE NOTES: 1.306 ----1 1.487 1)ALL DIMENSIONS IN INCHES. 1.343 1.48755 050 1.510 VINYL SLIDING GLASS DOOR NOA(LM) 1pIp5I15 * No. 58705 �-- .oso Jim SCREEN DETAILS It J ROSOWSKI ;-U �r � BOX SCREEN BOX SCREEN BOX SCREEN HEAD ,�y 02/01/29 ASTRAGAL 107 SILL ADD-ON 1°a AND JAMB ADD-ON ® C) NO CHANGES THIS SHEET. a� 01/27/21 :D,n' • STATE OF 106 =�� ADAPTER _ 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SGD-5570 NTS 20 OF 21 [RITMD-5570.0 C A.LYNN MILLER,P.E. REGISTRATION#29296P.E.#58705 TABLE C: TABLE D: BOX SCREEN # Part# Description Material # Part# Description Material # j Pa-Ft# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6063-T6 Alum. 100 12256 Box Screen Top Rail 6063 T5 Al 2 19002 2-Track Sill Rigid PVC 43 19022A Sill Riser-(3-1/7) 6063-TB Alum. 101 12257 Box Screen Bottom Rail 6063 T5 Al 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6063-76 Alum. 102 12258 Box Screen Side Rail 6063 T5 Al 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-5/8") 6063-TB Alum. 103 64428 Box Screen Interlock 6063 76 Al 5 19027 4-Track HeadlJamb Rigid PVC 50 718609W .187"x .320" Finseal (Stile) 104 17347A Box Screen Snap-on Bug Flap 6063 T6 Al 6 19028 4-Track Sill R d PVC 51 71695K 1-112"x 1"x 314' Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6063 T6 Al g 1 7 19009 Frame Screw Cover Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 Al107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 8 19031 Anchor Plate 6063-76AIum. 64 419041 Interlock Clip Cover PVC 108 19038 Box Screen Head/Jamb Add-on 6063 T6 Al 9 19007 Track Insert 6063-TS Alum. 61 78153X Tandem Roller Assembly SS 109 720XIX #14-20 x 1" MS @ Top Rail SS 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 110 720X112X #14-20 x 1-1/2"MS @ Bottom Rail SS 11 19036 Bottom Rail Support 6063-TB Alum. 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller& Reinf. SS ill 71793G Wstp, .270"x .150"-Fin Seal 12 19006A Outer Sill Cover 6063-T6 Alum. 64 419042 Frame Header Block Nylon 112 61805K Wstp,.18T'x .500"@ Bug Flap 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Adj. Hole Plug PVC 113 7SRAZ Standard Roller !Nylon 17 19032 P-Hook Adapter 6063-TB Alum. 66 44385 4 Hole Bumper Stop PVC 114 7SRAX HD Roller SS 18 19020 P-Hook 6063-T6 Alum, 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 115 varies Screen Locking Hardware Steel 19 19047M Extended Keeper 6063-TB Alum. 68 71696G Sill Plug PVC 116 419053 Screen Keeper Steel 20 19029M Keeper 6063-TB Alum. 69 78185X Gemini Mortise Lock wllong Trim plate SteeVSS 117 76X1PPA #6 x 1" Ph. PH SMS steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032XIFPFX 10-32 x 1" Ph.FH MS @ Lock SS 118 1692/3/4 Screen Spline-.150r &.165" Vinyl 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast Zinc 119 1816C20 Screen Cloth Fiberglass 23 19037M Fixed Panel Gip 6063-T6 Alum, 72 19054 Interlock Retainer Gip Nylon TABLE E: STANDARD SCREEN 24 19035MM Reinforcement Plate 6063-TB Alum. 75 Kommeding 4SG TPS Spacer System # Part# Description Material 25 19017M Top Rail, Bottom Rail and Lockstile 6005-T5 Alum. 76 Quanex Super Spacer nXT with Hot Melt Butyl See Sheet Pe p Y 10� 120 12033 Screen Frame Rail 6063 T5 Al 26 19046 Reinforcement Composite 77 Quanex Duraseal Materials 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 Al 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer 122 17363 Screen OXO Astragal Adapter 6063 T6 Al 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum, 79 Dow 791, 983, 995 or GE-7700 Backbedding Silicone 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 29 19019M Astragal Reinforcement 6005-T5 Alum. 80 19090 7116" Square Bead Rigid PVC 124 19012B Frame Sill Screen Add-on 6063 T6 Al 30 19083 Extended Pocket Interlock Adaptor 6063-T6 Alum. 81 7/16" Beveled Bead Rigid PVC 125 6FP95K Bug Flap, 85+1-5 duro. Vinyl 31 19005 Interlock Adaptor Rigid PVC 82 19044� 1-1/16" Beveled Bead Rigid PVC 126 78X112PSATS #8 x 1-1/2"Ph.PH SMS(Assembly) SS 127 792027 Comer Key Wheel Assembly(Standard) Nylon 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 128 712027SS Comer Key Wheel Assembly(HD) SS 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 84 19016 1-3116"Ogee Bead Rigid PVC 129 varies screen Locking Hardware Steel 34 19040 Interior Jamb Cover 6063-TB Alum. 85 71725K Setting Block 1/2"x 4'x 1116", 85+/-5 duro. Neoprene 130 710X34PPSDAX #10 x 3/4"Ph. PH SMS @ Screen Ast. SS 35 19076 135°Corner Astragal 6063-T6 Alum. 86 71726K Setting Block 1"x 4"x 1/16", 85+1-5 duro. Neoprene 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS 36 19077 135'Corner Astragal Passim Mount 6063-76 Alum. 90 781 PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 132 1697/3/4 Screen Spline-_145" Vinyl 37 19079 135°Corner Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar S5 133 1816C20 IScreen Cloth Fiberglass 38 19080 135'Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS NOTES: 39 19078 90° Corner Astragal 6063-T6 Alum. 93 71 OX115PPX #10 x 1-1;2" Ph. PH SMS @ Fxd Pnl. Clip SS 1) ITEMS#14-16, 46-49, 53-59, 73, 74& 87-89&99 ARE NOT USED AND ARE 40 19061 90' Corner Astragal Cap- Ext. Rigid PVC 94 710X2-5PHPT18-8X #10 x 2-112" Ph. PH SMS @ Reinf. Plate/Ast. SS NOT PART OF THIS APPROVAL. 41 19082 90* Corner Astragal Cap- Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-34' Ph. FH SMS @ Ast. Mount SS 'v ti t i 1 I!1 I //7�i r TABLE F: 97 710X34PPX #10 x 3,14" Ph. PH SMS @ Ext. Pkt. Int. SS w"Will Y LYNN Material in. FY Min. F 98 710X2PPX #10 x 7Ph. FH SMS @ Keeper SS #12 Steel Screw 92 ksi 120 ksi = ��'t ••' �,tGENSF '•.��� #12 410 Screw 90 ksi 110 ksi � No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) � 10/05/15 - * : 1/4" DeWalt/Elco Aggre-GatorO 57 ksi 96 ksi 1/4" Elco Ultracon(ID 155 ksi 177 ksi ' PARTS LIST it J ROSOWSKI 02/01/21 �- 1/4" DeWalt UltraCon+® 148 ksi 164 ksi �� /U 1/4"410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189.7 ksi ® a C) NO CHANGES THIS SHEET. 01/27/21 �O�••, STATE OF =lV; WRID ' 6063-T5 Aluminum _ 16 ksi 22 ksi 1070 TECHNOLOGY DR �r�SiS'/ A36 Steel 36 ksi 58 ksi N. VENICE, FL 34275 ,ZONAL`����� Gr. 33 Steel Stud 33 ksi 45 ksi (941)-480-1600 A.LYNN MILLER,P.E. __ REGISTRATION#29296 SGD-5570 NTS 21 OF 21 MD-5570.0 C P.E.#58705