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HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE EVIE I X COUNTY ®KNAUUM CODE CM T OL SECTION �� 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ST. L 1 I 3�5-2599 BOARD AND CODE ADMINISTRATION DMSION 'I"�'j$ NOTICE OF ACCEPTANCE (NOA) MOamidadesov/economv PGT Industries,Inc. 1070 Technology Drive, North Venice,FL 34275 SCOPE: ' File C,- This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"5570/2770"Vinyl Sliding Glass Door(Reinforced)w/wo 901&1351 corners-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0 Rev B,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15 and last revised on 04/22/20,signed and sealed by A.Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet a)for applicable SGD unit sizes,design pressures,reinforcements types, glass types,sill riser(see tables B-1&B-2,sheets 7-8)and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for.termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-0420.06 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4&E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.20-0429.05 =MLAAMI-DADECOUNTYM ® Expiration Date: April 14,2021 ' (�G I. L Approval Date: October 08,2020 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-010 7.04) 2. Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10105115,with revision A dated 04/05/17, signed and sealed by A.Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8717,dated 12/07/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No..FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E.(Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8548,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/'f-' 15t,7 I L.�ghk Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continued) 5. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E.(Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E.(Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 6638(samples A-1 thru A-22),dated 11/19/10, signed and sealed by Jorge A.Causo,P.E.(Submitted under NOA No. H- 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. 1 st'G7 Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades(Non=White)Rigid PVC Exterior Extrusions for Windows and-Doors",dated 12/08/16,expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc.for their"TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No: 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued'to ENERGI Fenestration Solutions USA, Inc.for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A),'l0-06-M0527, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. - (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their "SentryGlas®(Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Interlayers",expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition(2014)and FBC-61h Edition (2017),issued by manufacturer,dated 08/14/17,signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer, signed &sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01,issued to PGT Industries,for their Series "5570/2770"Vinyl Sliding Glass Door(Reinforced)—L.- -- - 1/14/21. 1 s G I.. 4', Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Drawing No.MD-5570.0 Rev B,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15 and last revised on 04/22/20, signed and sealed by A.Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify 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 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,-09,42 and-16. D. QUALITY ASSURANCE Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their "Trosifol® Ultraclear,Clear,and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers",expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series"VE 1000 Tan 202 and lighter shades(Non—White)Rigid Cellular PVC Exterior Extrusions for Windows and Doors",expiring on 12/29/21. i s"7 f. L�qn Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-4 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATI ONS(continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/hr.-ftz-OF,ASTM F 1249 WVTR-Pass,ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass.(Submitted under previous NOA No. 15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 15-0409.05). 7. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions,Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15- 0409.05) 8. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series"White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance to FBC 7" Edition (2020), dated 04/22/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20,signed and sealed by Anthony Lynn Miller,P.E. 3. Private Labeling Agreement document in conformance with the Product Control guidelines, dated 03/30/15 and signed by all involved parties (Submitted under NOA No. 15-0409.05). G. OTHERS 1. This NOA revises NOA#17-0420.06(PVT w/PGT)and updates to FBC2020(71h 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. 5t"7 Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.05 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-5 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR I IMPACT RATING DESIGN PRESSURE RATING INCLUDING POCKETS &900/1350 CORNERS MS I EIM ACT TED FOR LARGE&SMALL SEE RESISTANCE ON SHEETS TABLES 1,2&eB11'B2 GENERAL NOTES: TABLE A: 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Min.Edge Min. 2)DESIGN PRESSURES: Group Anchor _ Substrate Frame Member On.E[Glance Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. P.T.Sout am ne,8 =0.65 HesdISI, Jamb1P-20 9116" 8" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. #12,steel SMS S or Aluminum, 75 (0.125"min.) Head1S11VJamb/P•hock ww' 1!B° C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.SMS Steel,A3s•,(0.06("min.) Read/SIIVJamb/P-hook 3/8" 0.060" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, A (min.11 threadaAn) Steel Stud,A653 Gr.33°, 0.071•min. HeadISIIlliamb/P-hook 318" 0.071"14 Ga. INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114"ElcoUltracon He7d1SlNJamb1P-hock 1" 13/8" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4'DeWalt Ultmcon+ P.T.Southern Pine,(SG=0.55) Jamb 1^ 1.316, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco 410 S.S.CreteFlex Head/SilOmb/P-hook 1" 1.3/9' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.OVERALL B #12.steel wood screw G5 P.T.Southern Pine, SG=0.55 Head/SilUJamb/P-hook 9116, 1318" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(min.2.65 kai) P-hook 1" 1.316, BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1/4"Elco Ultracon HeadlSil Jamb 1.3/16" 1318" B REFERENCES(NOA'S):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR Un muted CMU, ASTM G90 JamblP-hook 1• 1- ) Head/Sill/Jamb 1-12" 1318" /8" ANCHOR NOA'S,ENERGI FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1/4"DeWalt Ultmcon+ Concrete,(min.3 kai) P•hook 1• 1-w" 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED) un routed CMU, STM C-90 JamblP-hook 1" 1.1/4' WHITE RIGID PVC NOA C UngroWed CMU,(ASTM C-90) JamblP-hook 1314" 1-1/4*REFERENCES(TEST REPORTS):FTL 6337,6338,8646 6649,8652&8717;EXOVA-10 002-792(A)&10-006-10231; 114"DeWalt/Elco 410 S.S. Head1SilVJamb 1.3116' 1314" CNteFlex Concrete,(min.3.35 ksl) CAMBRIDGE 535753-09; P-hook 1° 13/4° 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE 1/4"DeWaIVElco 18-8 S.S. Concrete,(min.222 ksl) Head/SIIVJamb1P-hook 1-1/2" 1=318" HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI gggreGatar Ungmuted CMU,(ASTM C 90) 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.Scuthem Pine, SG=0.55 Head/SIIVJsmb/P-hook 1" 1-3/8' BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 1/4"Elco Ultracon concrete,(min.2.85 ksl) HeadISilUJamWP-hook 2-t12^ 1-3/8" Unwouted CMU,(ASTM G90 JamGlp-hook 2-112" 1-114" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete,(min.3 kaq Head/Sill/JarnbIP-hook 2-1/2" 13/8" 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. D 1/4"DeWalt Ultmcon+ Un routed CMU,(ASTM 690) JemblP-hook 2.1/Y 1-1/4" 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. 1 HeadISilVJamb 2-12" 1 V4" 1/4"DeWait/Eleo 410 S.S. Concrete,(min.3.35 ksl) CreteFlex P-hook 2-1/2" 131 ANCHOR NOTES: Un routed CMU,ASTM G90 JamhlP-hock 2-112" 1 1.1144" ° 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 PRODUCT REVISED REQUIREMENTS. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, —wmpryln With tho Florida 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Buiiding Colo NOA-No. 20-0429.05 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. ExplraOon Doter 04/14/2021 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE FOR THE MINIMUM STRENGTHS OF By, STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ANCHORS AND SUBSTRATES,SEE TABLE GENERAL NOTES.............1 Mlarrd-Dado Product Control &TO BE REVIEWED BY THE BUILDING OFFICIAL. F,SHEET 21. EXAMPLE CONFIGS..........2 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED INSTALL DETAILS..............3-6 BY THE AUTHORITY HAVING JURISDICTION. DP/ANCHOR TABLES 7-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE............................9 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE CODES/STANDARDS USED: GLAZING DETAILS............10 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION ANCHOR LOCATIONS.......11-16 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR •AST FLORIDA BUILDING CODE(FBC),srH EDITION PANEL TYPES...................17 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •ASTM F&PAE130 og EXTRUSIONS.....................18 •ALUMINUM DESIGN M FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL,ADM-2015 ACCESSORIES..................19 INSTRUCTIONS: •AISI SIOD-16 SCREEN DETAILS.............20 Op�Y LYNAr4 /11, 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •aisc 3sa1s PARTS LIST........................21 '`.CENSF SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE GLASS/REINFORCEMENT. !'VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 = No.56705 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 '•,Qy'L2 0 r�; 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS ® $ -p 5 ATE F :•Q- SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE B)UPDATED TO FBC 2020,ANCHOR TYPES zg 03/23/20 '. (L '•.F/OR10P.•' _� (� 4)FROM THE DESIGN PRESSURE TABLES(TABLES I OR 2),VERIFY THAT HE OPENING REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 'S 1070 TECHNOLOGY DR �� NAL 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (841)480-1600 SGD-5570 NTS 1 OF 21 11 MD-5570.0 B A LY.EMILLER,P.E. (941 RATION1600 P.E.MILLER MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 �� PER TABLES 1&2 PER TABLES 1&2 , PER TABLES 1&2 MAX..UNI IT / I MAX,.UNI IT / / I MAX.UNIT I MAX.UNIT a HEIGHT I HEIGHT / / I HEIGHT s I� HEIGHT PER TABLES I&2 Ig PER TABLES I&2 / / 12 PER TABLES I&2 / / / PER I / / / / Ig I / / / TABLES 1&2 / / / / Ii —I voONE I 1� / / / PoauT I / / / / IN J 1-PANEL , 2-PANEL 3-PANEL CONFIGURATIONS �r 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 ` PER TABLES 1 8 2 ` F- I t I MAX.UNIT s PER Q6 .'u's HEIGHT oEMAX.UNIT MAX.UNIT ' e IEHEIGHT I HEIGHT I TABLES 1&2 HEET. PER TABLES 1&2 / / / / / I$ PER TABLES 1&25-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS CORNER, OUfWCE CORNER SND.W,INSIDE(pRNER$IMIIPR PRODUCT REVISED MAX.UNIT WIDTH MAX,UNIT WIDTH as eomplyin with tho Florida Buliding Code NOM.PANEL WIDTH NOM.PANEL WIDTH HOA-No. 20-0429.05 PER TABLES 1&2 ° PER TABLES 1&2 Expiration Data:0 4/1 412 0 21 1 3 Miaml-Dade Product Control MAX.UNIT 5 ' ' ' I MAX.UNIT 3 a s a If HEIGHT a ^ HEIGHTPER TABLES 1&2 � � � iPER TABLLES 1&2 /4 f PoC ET I J 7-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS 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 "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" ` YILYNN7j11 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" .` ....... 5••!�/� O POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" P��•' 6 ':�F� 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.58705 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS m` J ROSOWSKI = 0 a REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® %�O'. tNEOF70 DETAIL LETTER B)NO CHANGES THIS SHEET. �� 03/23/20 i��f F(ORIO?.• -\�: 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR £ 'S`S/ONAL N.VENICE,FL34275 7'1111111l 1" 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' L—SHEET NUMBER (941)-480-1600 A.LYNN MILLER,P.E. REGISTRATIONa18]9S SGD•5570 NTS 20F 21 §. MD-5570.0 � B P,E#58705 DETAIL Al DETAIL 81 METAL TYP.,SEE ANCHOR THRU tX WOOD ASTRAGAL IDETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3 CONCRETE/CMU PER INTO MASONRY FACING EXT. INTERLOCK INTO METAL METAL THREADS BST EYOND THE ANCHOR REQUIREMENT FRAME WIDTH ' 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT IS OVER @ 27 7e EMBEDMENTAND e+MAxza o.c. a' '��'.',••.' 22 EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE "•a TABLE A,SHEET 1& Q 66 NOTE 3,BELOW •• DAYLIGHT to INTERIOR OPENING 25 ,..x a o WIDTH33 EMBEDMEN 31 T , EDGE ::� ,. (4)THRU KEEPER®MAX 9a o� EDGE DISTANCES a 25 /D 82 arEaloa 9.6-D.C.,SEE SHEET 19 L� DISTANCE `J IIILIIII SEE NOTE 6, +/ SEE NOTE B, et I I 27 za THIS SHEET 1/4"MAX. a i 1X OR 2X WOOD THIS SHEET I 32 SEE NOTE 8, BUCKSTRIP,SEE THIssHEET EMBEDMENT SEE NOTE 6,THIS SHEET 29 #8 X 3/4"SMS REINFORCEMENT SCREW;7 ANCHOR / / NOTE 3,SHEET 1 L—————J��_ TYP.ANCHOR TYPE, PLATE EVERY I// HORIZONTAL SECTION(XXX SHOWN) 9"&2"FROM ENDS PER STILE, D(FACTO AT R�INSTALLED)RLINE AND. EMBEDMENT AND _ EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION DETAIL B2 DETAIL C2 DETAIL D2 TABLE A,SHEET 1 8 DETAIL A2 INTERLOCK INTO MASONRY \` ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR atT°zx WOOD REQUIRED IF DOOR EMBEDMENT ` r FACING IM. FRAMING,SEE ANCHOR 'a DAYLIGHT 2t HEIGHT IS OVER96' I NOTE 3,SHEET 1 OPENING 9t 1/4 MAX' , Q WIDTH � � � " • EDGE INTERIOR PRODUCT �yyREVISED DISTANCE I Be Id'i g OlodoWtth the FTorlde TYP.ANCHOR TYPE, �o P SEE NOTE 6,THIS SHEET T i NOA-No. 2"429.05 EMBEDMENT AND 28 RIB& 25 Expiration Dates 04/14/2021 EDGE DISTANCE PER TYP.ANCHOR TYPE, ey w,1•c�„� SUBSTRATE,SEE e 93 23 9 EMBEDMENT AND 4.= `1 Mlaml-0ade Product Conrol tTABLE A,SHEET I& 31 CI = = P ° EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEETEDGE DISTANCE �o p8(4)THRU KEEPER®MAX d 1 8 NOTE 3,BELOW I EXTERIORIIJJ lf6i„ 3,5"D.C.,SEE SHEET 79 1/4"MAX. PANEL WIDTH �— CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL INTERIOR OR NOTES ANCHORS,SEE LIP& EXTERIOR DIRECTION. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE8.THIS REINFORCEMENT TYPES(SEE THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL, ``���.• cENa� �!! 2)REFER TO ANCHOR NOTES,SHEET 1. Q 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOR ALL LOCKSTILES, 26 , ASTRAGALS,FIXED 2e L8 VINYL SLIDING GLASS DOOR NOA(L M) 10/05/15 =* No.56705 = ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND - - 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS O G O U q� FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTAL XSECT.1m- J ROSOWSKI �` 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD- N. FOR ® B)NO CHANGES THIS SHEET. 03/23/20 iOT�'' P<ORIDP.•' -\_�� 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL }I O O %,S 19 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLONLYI 28 1070 TECHNOLOGY DR �&� s�NAL THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. ` N.VENICE,FL 34275till 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)•480-1600 JSGD-5570 NTS ] 3 OF 21 Jill MD-5570.0 i$ B A LYNN MILLER,P.E REGISTRATON M20m P.EN 6a70.5 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 I DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO wooD INTO MASONRY INTO METAL I 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 CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETElCMU PER BE VERTICAL OR HORIZONTAL. DISTANCE NOTE 3,SHEET 1 ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR SUBSTRATE,SEE TABLE A,SHEET REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 •',i.; ..e. DISTANCE DISTANCE EMBED- EDGE DISTANCE a MENT EMBEDMENT EMBEDMENT EMBEDMENT 1/4"MAX. 9 1/4"MAX. t 1/4"MAX. B.. 1/4"MAX. !EDGE 9 1/4"MAX. 1XOR2XWOOD nBUCKSTRIP,SEE U ANCHOR NOTE 3, TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND 63 TSHEET1 EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE PER SUBSTRATE,SEE / TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / 33 e / 80 NOTES / LOCIFORLEI: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. A5TRAOALS 2)REFER TO ANCHOR NOTES,SHEET 1. CL FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, VV AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" No SCREW,3 PER RAIL,LOCATED AT 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ANCHOR PLATE AT RAILS SCREW, AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. DLO HEIGHT=DOOR HEIGHT T-2-1//2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. PANEL HEIGHT=DOOR HEIGHT-2- 7 LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT zs OPENING FRAME ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SEE PANEL HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT NOTES, SILL RISER EXACT DIMENSIONS. PRODUCT REVISED THIS SHEET VARIES WITH as cemptying with the Florida REQUIRED Bulidl.8 o 0 NOA-No. 20.0429.05 EXTERIOR POSITIVE Expiration onto:04/14 2021 2e a DESIGN 92 PRESSURE, .390—y1 I►— By:_ 4-1 ei OR e2 SEE SHEETS .390I Ff— MIamF-Dade Product Control EXTERIOR 7&6. .390---1 Imo' Ij— a zs OR ze f+—390 U2817 2.370 2.947 1/4"MAX. 33 42 #42 SHOWN I�C 1.793 3.464 4.041 GROUTAS 9 #43-45ALSOAPPLY 823 } NEEDED,SEE 13 60 1.1 ANCHOR NOTE _li 5,SHEET 1 9 Q 2 2 2-1/2"=TOTAL 060—� O60 O60 O60 0 1/4"MAX. 9 8 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER d� �� '� dQ® 4z(2-1/2"TOTAL 43 3-112"TOTAL 04-1/16"TOTAL 4s �1LYNlii�i'% ( ( (4-5/8"TOTAL � SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT 'N�J EDGE � TI ) a.��`�•'`�pENSF'/���EMBED- EMBEDMENT MENT DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ No.58705 u EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, TINSTALLATION,VERTICAL X-SECT. J ROSOWSKI �7 ,i I DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND R ® 'A . s�h1 L- EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE B)NO CHANGES THIS SHEET. 03/23/20 :�,'. F nTE F CONCRETE/CMU PER SUBSTRATE, �oRIDP NOTE 3,SHEET 1 PER SUBSTRATE, % F PER ANCHOR DETAILF1 SEE TABLE A. DETAILF2 SEETABLEA, 1070 TECHNOLOGY DRss/gNALEe� REQUIREMENT SHEET 1&NOTE 3, � SHEET 1&NOTE 3, N.VENICE,FL 34275 ,,1I I I I I I i INTO MASONRY INTO WOOD 7HISSHEET THIS SHEET (941)-080-1600 SGD-5570 NTS 40F21 g MD-5570.0 �4 B ALVNNb58705P.E. REGISTRATION f1282BB P.E.#5W06 4 71 INTERIOR 35 71 �B (4)THRU KEEPER 2 INTERIOR Q OOR 20 Sq 99®MAX 3.5"O.C., ED 25 O 28 37 BB MAX 18.5"O.C. INTERIOR � 33 SEE SHEET 19 38 0 o INTERIOR DETAIL H2 p 19 EXTERIOR 90' BB 345'O CU,SEE SHEET MAX KEEPER OUTSIDE CORNER d ❑ It1� 40 a o d 19 90° 68 u 33 � INTERIOR �00 �1I❑ 38 1 )11 ynn—I � 25 R 28 LV lJo ed MAX O18.5"O.C. E RIOR Q� EXTERIOR 26 R 28 135° O U 41 90° 33 fl40 $,FE.EPER DETAIL G1 DETAIL H1 ❑0 MAX 18.5'O.C.EXTERIOR INTERIOR Be EXT^RIOR 9 I1 19 PRODUCT REVISED dme compl1yyingg with Florida Building Codo NOA-No. 20-0429.09 �O 135° Expiration Data:0 4/1 412 0 21 INTERIOR Dy:_1i-Z I-L/r•°1._ MiamFDade Product Control 2 Day NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 OR 26 rant OD® QUANTITIES,SEE TABLES 1&2. .`� pNY. YNN2j�', 33 � a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, � �, Ls 35 DEPENDING ON CONFIGURATION. 1tcEN F•.!!� ?: P MAX 18.5°O.C.96 to _y�.•: No.58705 89 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ 1 (4)THRU KEEPER®MAX BB EXTERIOR -'p 3.5"O.C.,SEE SHEET 19 DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. m` J ROSOWSKI 135° ® Off•. SATE F '140 OUTSIDE CORNER d B)NO CHANGES THIS SHEET. aj 03/23/20 '�FS °�oRIDP.•'•C-) 1070 TECHNOLOGY DR ' ONAL EN` N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS111 5 OF 21 MD-5570.0 $ B 7i LTNN MILLER,P.E. REGISTRATION tl28296 P.E058705 DETAIL 12 OPTIONAL NON- I DETAIL 11 INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR ".. CONCRETE/CMU �o �L! EDGE INTERIOR POCKET INTERIOR 21 22 z7 TYP.ANCHOR TYPE,EMBEDMENT DISTANC PER ANCHOR REQUIREMENT JAMB .• 91 ': 33 2e a AND EDGE DISTANCE PER -r , ,SUBSTRATE,SEE TABLE A, FIGURE 1 INTERLOCKS AT POCKETS: SEE FIG 1 INTERIOR POCKETS MUST THIS SHEET 30 o SHEET 1&NOTE 3 BELOW ''',•,'. INCLUDE A NONSTRUCTURAL, �. 'r FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 10 ` +' POSSIBILITY OF WATER `• OPT• Q INFILTRATION. 21 ANCHOR 31 /4 �q 10"MAX. 1e 17 OPT. EMBEDMENT POCKET BY OTHERS, 17OPT. E ED:,SEE •i NOTE 6 BELOW. ' NfB ... r. EXTERIOR '•�� MEf OPT. 1/4"MAX. JT q o FOR DOOR HEIGHTS OVER 95" � :. ..•'.'•' .; �...• t ANCHOR SEE FIG 1, 10 97 21.9„ TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR CONCRETE/CMU THIS SHEET 31 d 30 Cl MAX.O.C. AND EDGE DISTANCE PER EDGE PER ANCHOR 29 R 27 SUBSTRATE,SEE TABLE A,SHEET 1 15 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL T 1;ANCHOR LENGTH TO AND EDGE DISTANCE PER 4,SHEET 1; SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET 1 O BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BEL 2X WOOD BUCKSTRIP OR Gf, THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR As eom wI1,ln®g With the Florida EDGE DISTANCE O.U."No Cotlo DISTANCE OPT.ANCHOR NOTE 3,SHEET 1 Non-No. 20-0429.05 DETAIL 13 OPT.ANCHOR E11PIrotion Data,0 4/1 412 0 21 INTO METAL EMBEDMENT I fly,—1.-7 I.G 4—, r 17 OPT. O 17 OPT Miami-Dada Product Control EMBEDMENT J 1/4" DETAIL 14 1/4"MAX. q MAX. q o INTO WOOD E T,�.IE'TRIOR v 10 SEE FIG 1, SEE FIG 1, �''� THIS SHEET 31 r�l THIS SHEET 30 29 R(27 EXTERIOR 22 21 91 V ++j11111111/j!/ EXTERIOR POCKET EXTERIOR POCKET \�oN e..... NOTES VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 _ /T No.58705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. b J ROSOWSKI - ^ ' V\ 2)REFER TO ANCHOR NOTES,SHEET 1. •10 '. tr 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® g)NO CHANGES THIS SHEET �� 03123l20 �3) '• SI E. `�` 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. �c�.,FtOP1pP,.•''�`c� 5)INTERIOR OR APP ICABLE FOR ALL INSTALLA EXTERIOR CPOCKETS O PLOF THIS APPROVAL AND TO BE DESIGNED BY OTHERS 1070 N.VENICE,F L 34275R 6)POCKET WALL CAVITY S N ART IS S/�NAL AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)ASO-1600 SGD-5570 NTS 6 OF 21 MD-5570.0 -0 B A LYNdWLER,RE RE ISTRATION X29299 P.Eq 55705 TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approted configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Types 1,1A,3 or 3A 80" 84" 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass �p SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16°DLO Height 72-15/76"DLO Height 84-15/16"DLO HWGroup "/' iht THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement#25 or#26 Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Sid.Interlock Reinforcement#27 A B C D A B C D A CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16.5/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLOJamb 5 5 5 5 5 5 5 5 5 )• Width MIDSPAN OF PANELPhook 7 7 7 7 7 7 7 7 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60psf +60/-60ps1 THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 225/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 Width 5 t g Phook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60psf +60/-60psf m 28S/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 q+1 q+1 q+1 C3+1 q+1 C3+1 q+1 IL 36" DLO PRODUCT REVISED Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Phook 7 7 7 7 7 7 7 7 8 8 8 8 as Building ing with the Florida Building Code E NOA-No. 20-0429.05 z Design Pressure +60/-60ps/ +60/-60psf +60/-60ps/ FaplraOon Date:04N4/2021 34-5/8' Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 q+1 q+1 q+1 C3+1 C3+1 C3+1 C3+1 42' DLO TABLE 81: Width Jamb 5 5 5 5 5 5 5 5 5 5 FIG 1: 5 5 Water-Limited Miami-Dario Product Control Phook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psi +60/-60psf +60/-60ps/ fig" Sill Nom.Sill Max.(+)DP 48" DLO 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 Rser Height Allaxed DOOR ASSEMBLIES Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 None 1-11116" See Note 2 0 INSTALLED WHERE THE Phook 7 7 7 7 7 7 7 7 8 8 8 8 'w OVERHANG(OH)LENGTH IS 42 2-1/2" +38.7 psf = EQUAL TO OR GREATER THAN USED IN EXAMPLE ON SHEET 9 4' 31/2" +60.0 psf p THE OVERHANG HEIGHT IS 44 4-1/1(" +60.0 psf EXEMPTED FROM WATER 45 4518" +60.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM..PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1/16" `NyILYN/�rJ''PANEL HEIGHT=DOOR HEIGHT-2-1/2' \` // TABLE NOTES: , O' CEfJSF�J.�(�� VINYL SLIDING GLASS DOOR NOA LM 10/05/15 ( ) =1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 _ •': No.58705 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE %- J ROSOWSKI = 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,ASILL ® :A ��JIyZ2�U RISER IS NOT REQUIRED,IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. B)CORRECTED DLO WIDTH. ¢�$03/23/20 ;O�.• SinTE F ((�` 3)SEE SILL RISER TYPES ON SHEET 4. %F '•.:'�oRlor,..''_�_. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR � %SSioNA���' 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL AL 34275 A L1ir�t� I'a P.E 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941}480-1600 SGD 5570 NTStjj 7 OF 21 � MD-5570.0 i9 B p.Ease7os REGISTRATION 62B29B TABLE 2: 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 72-15/16"DLO Height 84-15/16"DLO Height 96-15/16"DLO Height 108-15/16"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 Intedock Reinforcement 928 A B C D A B C D A B C D A B C D A 13 C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +100/400 psi +100/-100 psf +100/-f00 psf +60/-65 psf +60/65 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16S/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 MID TOTPANAL OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 e 9 9 9 10 10 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 22-5/8" Head/Sill C5+1 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 PRODUCT REVISED 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 8 6 6 Sul d1 9 Congewith tho Florida Width HDA-No. Ad 20.0429.05 P-hook 7 7 7 7 7 7 7 7 8 B 8 8 9 9 9 9 10 10 10 10 28SI8° Design Pressure +100/-100psf +100/-100psr +100/-100psr +60/-65psf +60/-65psf Eaplmtlon Date:04/74/2021 FIG 1: 36" DLO Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 CS+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 9� Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Miami-Dade Product Control P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 I-- DOOR ASSEMBLIES a Design Pressure +100/-100psf +100/.100Psi +100/-100psf +60/-65psf +60/-65psf INSTALLED WHERE THE c 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 w OVERHANG(OH)LENGTH IS a 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 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER Z Design Pressure +100/-100psf +100/-100ps! +92/-92psf• +60/-65psf +60/-65ps/ INFILTRATION RESISTANCE. 40-5/8" Head/Sill C5+2 C5+2 CS+2 C3+2 CS+2 C5+2 C5+2 C3+2 CS+2 C5+2 C5+2 CS+2 C5+2 C3+1 C5+2 C3+1 C5+2 CS+1 C5+2 C3+1 48" DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 B 8 8 9 9 9 9 9 9 10 10 10 10 TABLE B2: Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/65psf +54.1/-58.7psf Water-Limited 54" 4DL0" HeadiSlll C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)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.SIII Max.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 B 8 9 1 9 9 9 10 1 10 1 10 1 10 Riserl Height I Allowed Design Pressure +80/-60 psf +80/-80 psf +60/-80 psf +59.1/-64 psf +49.6/•53.7 psf None 1-11116"1 See Note 2 525/8" HeadiSill C5+3 C3+2 CS+3 C3+2 C5+3 C3+2 CS+3 C3+2 CS+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 W45 2-1/2" +38.7 psf 60" DLOWidth Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 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 4-1/16" +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B,C$D. 4-5/9" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1/16" ; o�yv PANEL HEIGHT=DOOR HEIGHT-2-1/2" ��.••'�CE........ TABLE NOTES: = No.58705 VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 = 0 :k 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)OP. OP&ANCHOR QUANTITY TABLE a J ROSOWSKI — G �;-p 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® �O TAT E OF RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. ¢� B)CORRECTED DLO WIDTH. rc 03/23/20 �(C '•.°CpR1OP,.•'_���� 3)SEE SILL RISER TYPES ON SHEET 4. J� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 70NAL rS`v`` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD 5570 NTS 8 OF 21 MD-5570.0 � B A LYNN MILLER,P.E REGISTRATION MMS P.E.11 Sa705 EXAMPLE: 4 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED INTERIOR CENTERLNE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL HEAD SPLICE I- INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTEwoRPOCKErs S" OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. CENTERLINE CENTERLINE I CENTERLINE OFPANELI OFPANEL2 OF PANEL PROJECT DESIGN PRESSURE REQUIRED:+48,2/-58.6 PSF POCKETBY OTHERS,SEE NOTES, SHEETS "+Y "+2"ANCHORAGE, 25-3I8"MAX. g• S" ANCHORAGE, SHEET 12 "+2"ANCHORAGE, MAX SHEET 12 "0"CLUSTER, 'C3"CLUSTER, SHEET I2 EXTERIOR SHEETI2 SHEETI2 END ANCHORAGE (MIN.)ANCHOR) SEE POCKETJAMB EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TOAIDIN �L — BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. BILL SPLICE INTERIORCENTERLINE I__CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OFINTERLOCK ANCHOR INFORMATION. S' CENTERLINE CENTERLINE CENTERUNE MAX. OF PANEL I OF PANEL 2 OF PANEL POCKETBY o 0 EXTERIOR INTERIOR OTHERS,SEE �. NOTE 6, o 0 0 0 0 ti 0 SHEETS "+2" "+2'ANCHORAGE, 25-Wil"MAX. g� ANCHORAGE, SHEET 11 "+2"ANCHORAGE, MAX SHEET II "�.CLUSTER, •p"CLUSTER SHEET II 12'MAX. 21.6' SHEET 11 SHEET 11 END ANCHORAGE NETERIOR FRP.MEJAMB SEE POCKET JAM (MIN.I ANCHOR) ID MAX REQUIRED® INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 19 2 PXXX(3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF as g NonB with the Florida +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: won-No. d 20-0429.05 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN Expiration Dato:0 4/1 412021 PRESSURE REQUIREMENTS. DISTANCE TO NEXT CLUSTER « cF"a TO BE 253I8"O.C.OR LESS Dy:_ 7 FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Mlaml-Dodo Product Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: LP-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: B'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERUNEOFEND PANEL OPT.ANCHOR S MAX THE INTERLOCK/ASTRAGAL. 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-CT CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS 11 I I I I I I I rr ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL.SILL(NTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE PER THE FIGURE ABOVE: ` ON LN'�9i��%, DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = No.50705 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 J ROSOWSKI -G G y LOCATIONS OF CROSS-SECTION DRAWINGS. %�) 8 �0 :��_ B)SHEET 10 FOR SPECIFIC GLAZING TYPES. ® ;O^•. STATE F C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 3)INSTALLATION DETAILS INTO WOOD CAN B)NO CHANGES THIS SHEET. �$ 03/23/20 BE FOUND ON: ',S D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 N. TECH ,OFLOGY DR $� �rr`rSr�NAL I�?`\E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB;SHEET 3 A LYNN MILLER,P.E F)SHEET21 FOR A BILL OF MATERIALS. p-HOOK SHEETS (941)480 1800 SGD-5570 NTS 9 OF 21 MD-5570.0 i� B REGIafPATIONYId¢'JG P.E.A 58705 1-1116"NOM. 3/16-HS GA-RG 3/16/HS GLASS 3/16'1HS GLASS 3/16"/HS GLASS 3/16"ANN9G75 76 .090"PVB .09V PVB .090'SG 7/16"AIR Sn 78 3/18"ANN GLASS PAINTED/ 3116"HS GLASS PAINTED! 3118"HS GLASS 3116"T O LAMINATED LAMINATED / PAINTED/ PAINTED/ 60 OR et / SURFACE OARG FACE 60 OR 81 -- SURFACE LAMINATED OO ORLAMINATED m SURFACE XTERIOR IEXTERIOR [7a EXTERIOR I—[7 \ ( RIORPRODUCT IS"EXTERIOR- IPRODUCT IS"EXTERIORPRODUCT IS"EXTERIOR- I I PRODUCT IS"EXTEGLAZED•IF#80.81 ISOM. GLAZED`IF#80-81 ISOM. GLAZED"IF#80-81 IS 7/B"NOM• GLAZED"IF#82-83 I /8"NOM.TOWARDS THE EXTERIOR.ISS TOWARDS THE EXTERIOSS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTGLASSAprE E I I BITE BITEaINTERIORa NTERIOR INTERIOR I �INTERIOR PRODUCT IS"INTERIOR- IPRODUCTIS"INTERIOR- PRODUCT IS"INTERIOR- I I PRODUCT IS"INTEROWARDS THEIF -INTERIOR.1 IsI7B GLAZED'IF TOWARDS THE INTERIO1 IS76 TOWARDS THE INTERIOR I 7B OWARDS THE INTE2-83 IS76SEE NOTEZ SEE NOTE 2, SEE NOTE 2, B5 SEE NOTE 2, 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 al/4"NOM. CONE HOT•MELT BUTYL "T'=TEMPERED STRUCTURAL 1-1/18"NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOL®PVB INTERLAYER SILICONE 3116"HS GLASS 3116"HS GLASS BY KURARAY AMERICA,INC. STRUCTURALFOAM ins NOM. .090"PVB V,nTH .090•SGW "SG"=.090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENEWITH DESICCANTDESICCANTT 3/16"HS GLASS 76 76 3116"HS GLASS BY KURARAY AMERICA,INC. EXT,GLASSEXT.GLASS 7116"AIRSPACE 77 78 7/16"AIRSPACE3116"T GLASS 3116"TGLASSPRODUCT REVISED PAINTED! ED/ as eompbing with the Florida Building Co 0 62 OR 83 LAMINATED OOR83ATEDNOA-Na. 20.0429.05 SURFACE CE Expiration Datot 04/14/2021 NT.GLASS INT.GLASS EXTERIOR EXTERIOR PRODUCT IS"EXTERIOR- I PRODUCT IS"EXTERIOR- / op_I s�.-�1.L/^".�. GLAZED"IF#82-83 IS 7/8"NOM. GLAZED"IF 082-83 IS 76 KODISPACE 78 SUPER TOWARDS THE EXTERIOR.I , lamWatle Product Contra) GLASS TOWARDS THE EXTERIOR.;4SG TPS SPACER NXT I 1 BITE Ia INTERIOR INTERIOR ALUMRE NFINUM ORCEMENT PRODUCT IS"INTERIOR- I PRODUCT IS"INTERIOR- POLYISO- DESICCANT FILL AREA GLAZED"IF#82-831S 1 70 GLAZED"IF#I12-831576 BUTYLENE 5116"NOM TOWARDS THE INTERIOR.I TOWAR0.S THE INTERIOR. 5/18°NOM. SEAL BUTYL 8 SILICONE SEAL SEE NOTE 2, 86 SEE NOTE Z 88 DESICCANT ROLL-FORMED THIS SHEET THIS SHEET \1111 I I I I J FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 ;�`ONY LYNA/ '�•,� EXT.GLASS NOTES: EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. Ry. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Z140.58705 INT.GLASS 2)PRODUCT MAY BE EITHER '0 INT.GLASS GLAZING DETAILS J ROSOWSKI 41INTERIOR OR EXTERIOR GLAZED, � %�O•• TATE F �l DURASEAL� XL EDGETt PROVIDED THAT THE"HS"SURFACE g)NO CHANGES THIS SHEET, rc� 03/23I20 ��'•.:[oRIDP,.• � On 7e OF A LAMINATED GLAZING UNIT IS SPACER SPACER ADHERED TO THE GLAZING LEG. 1070 N.VENICE,O TECHNOLOGY 42 5R � S�NAL (941)-480-1600 SGD-5570 NTS 111 10 OF 21 MD-5570.0 g A.LYNN MILLER,P.E. REGISTRATION A29206 P.F 0 58705 SILL CLUSTER ANCHORS LAYOUT: SILL"+I'INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" 4" e EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 10, 2-TRACK CLUSTER'C3" 15 2-TRACK CLUSTER-CS" �J 2-TRACK INTERMEDIATE fl 2-TRACK INTERMEDIATE rl 2-TRACK INTERMEOWTE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE - CENTERLINE 4" 0 EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR �i 3•ZZ" 3-TRACK CLUSTER"103" 3-TRACK CLUSTER'C5' 3•TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "-I"ANCHOR LOCATION '+2'ANCHOR LOCATIONS -+X ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE r3" 4" e EXTEERIIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR I EEXTERIOR3.22" 15 4-TRACK CLUSTER 4-TRACK CLUSTER q-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE "C3'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS NOTES: FIGURES PEOTAINTOCTMw nEFOLLO G SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK V2.375' DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCT REVISED Head/Sill +1 as comple with the Florida ``�%"'1411 LY1V1V '1i' Building lode `� ....../L// 4Jamb FIGURES PERTAIN TO THE FOLLOWINO6ILL P(XJk I NOA-No. 20-0429.05 .•'• LICENSE'•,((� CLUSTERANCHORLOCATIONS: Expiration Balsa 04114/2021 No.55705 .� VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 By, I'-, s g Miami-Dad.Product Control A ANCHOR LOCATIONS A t J ROSOWSKI 0 .• ATE FUU ® k B NO CHANGES THIS SHEET. 41 03/23/20 �s '��oRID......• HeadlSIII I C3 1 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 P-hook 1 7 (841)-480-1500 A.LYNN MILLER,RE REGISTRATION0-1 Ni SGD-5570 NTS 11 OF 21 MD-5570.0 1TI B P•E.d68705 HEAD CLUSTER ANCHORS LAYOUT: HEAD'1+11 INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" INTERLOCK 4" PANEL CENTERLINE 4" PANEL— 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3,22" EXTERIRIOR g,22" EXTERIOR EXTIERIOR 3.22" EXT��E''""RLLIOR 3.22" 2-TRACK CLUSTER'C3' 2•TRACK CLUSTER-CS- 2-TRACK INTERMEDIATE TRACK INTERMEDIATE V 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 75' CENTERLINE 4„ EXTERIOR - 4 3.22" EXTERIOR 3.22" EXTERIOR EXT�ER:10 EXTEE-RACK INTERMEDIATEIRIIOR 3-TRACK CLUSTER"C3° `/ 3•TRACK CLUSTER"CS �/ 3+1RACK INTERMEDIATEERMEDIATE "ANCHOR LOCATION �/ '+Z"ANCH RLOCATTIONS �/ �3 ANCHOR L LOCATIONS LOCATIONS ANCHOR LOCATIONS ANCHOR ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLK— 4„ INTERLOCK- 4„ CENTERLINE CENT 4 CENTERLINOC ERLINEE CENTERLINE CENTERLINE EXT�+IE--IRIIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 1 4•TRACK INTERMEDIATE^+2" y 4-TRACK INTERMEDUITE'+3' 4-TRACK CLUSTER •+1'ANCHOR LOCATION ANCHOR LOCATIONS v ANCHOR LOCATIONS 'C3'ANH0R LOCATIONS 'C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWNG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.37V 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" EN�237611 FOR ALL HEADS: PRODUCT REVISED Head/Sill 51 as camCcd with the Florida ��� VYI LYi?/y��''i� FIGURES PERTAINTOTHEFOLLO'WNGHEAD NOA-No. 20-0429.05 �'`p• CLUSTER ANCHOR LOCATIONS: P-hook 7 -J .••�ICENg ExpUation Date:04114/2021 P By:—I __2 I.41"", No.5A705 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 MlomlDade Product Control - ANCHOR LOCATIONS B J ROSOWSKI ap 0 ® �O�•. TATE i B)NO CHANGES THIS SHEET #MD-5570.( 03/23/20 % FS'•F<oRi�i'.. ��� Head/Sill 5 1 1070 TECHNOLOGY DR � AL '%\ P-hook 7 N.VENICE,FL 34276 (841)-480-1600 SGD-5570 NTS 12 OF 21 �7 B A LYNN MILLER,PE REGIST TION42929SP.S.058705 P—HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGUR96 PERTAN TO THE FOUOVMGJ 9 ANCHOR LOCATI s. —•1 r 2.375" —`1 r—4.75 7.125" 6" MAX. 21.6" 21.6" 21.6" HeadlSill q+1 MAX. MAX. MAX. Jamb 5 O.C. RIOR O.C. EX O.C. EXTERIOR P-hook 7 OPT.ANCHOR L,/T TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 8" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX MAX'.— REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME 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 (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X.500" I SILL SILL EXTERIOR SILL [� EXTERIOR � EXTERIOR (3)TRACK WEEP HOLES EVERY ZV @ 1.125"X.190";—/ (6)TRACK WEEP HOLES� \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; — (10)TRACK WEEP HOLES TO AID IN 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24"@ 1.375"X.500" NOTES: _ 1) ANCHORS REQUIRED IN ACTTHE QUANTIP-HOOKTY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RIEVIISSEDo� �`� yILYNN '' FIGURES PERTAINTOTHE FOLLONANOPOCI JMIB NOou IA-No. ® 20-0 29.05 ',_ I�CEN,s�'••C� i PNOOR ANCHOR LOCATIONS: ` Q'• �'p�� Explrotlon Date:0411 4/2 0 21 N_ No.55705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 y MlamlDade Product Control O ANCHOR LOCATIONS G 114-1 J ROSOWSKI O,c'., q7E F a a B)NO CHANGES THIS SHEET. 03/23/20 S� \vim Head/SIII C3+1 ,,ONALIE���` Jamb 5 1070 TECHNOLOGY DR �� P-book 7 N.VENICE,FL 34275 gg A LYNN MILLER,P.E. (941)480-1600 SGD-5570 NTSIII 13 OF 21 s$ MD-5570.0 9 B. P.E.0e8703 REW..N II. HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90"CORNER CLUSTER ANCHORS LAYOUT: Fo U ESPERTAIN b AI TO sEiL ANCHOR LOCATIONS: 90" 4" 4" 4" >4" q 4!' 4!' 7 FTHead/Sill 1 3.22" 3.22" Jamb 5 EXTERIOR EXTERIOR n " 7 2-TRACK 90°CORNER 2-TRACK BO°CORNER P-hook "04°ANCHOR LOCATIONS CB'ANCHOR LOCATIONS 1�5 XTE 2-TRACK 90°CORNER ERIOR 2-TRACK GO-CORNER EXTERIOR (USE WHERE'CT IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) 'C4•ANCHOR LOCATIONS n 'CB"ANCHOR LOCATIONS n (USE WHERE'C3°IS SPECIFIED) 1\7 (USE MERE-05°IS SPECIFIED) I-I 0 q" 16, 4" PRODUCT REVISED 4" ae com tying With the Florida Bullding Lodo NOA-No. 20-0429.05 fo Expiration Dato:04/14/2021 q, By_Icu Z I.«.,� Mlaml-Dario Product Control EXTERIOR 3• 2" EXTERIOR . 3.22" 3-TRACK 90°CORNER 3-TRACK 90°CORNER _I� EXTERIOR EXTERIOR °C4'ANCHOR LOCATIONS "CV ANCHOR LOCATIONS v 3-TRACK90°CORNER 3-TRACK 90°CORNER (USE WHERE°C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 'C4"ANCHOR LOCATIONS "06•ANCHOR LOCATIONS qq (USE WHERE°C3"IS SPECIFIED) (USE WHERE"CS°IS SPECIFIED) 1 11 F1 M F1 1 4" =Tc•: cN,�o,58705 ATE SAP 4-TRACK 90°CORNER EXTERIOR 3,22" EXTERIOR 4" 3.22" '/,,'0•'"' .'a2 4-TRACK90°CORNER n� 4-TRACK BO'CORNER EXTERIOR 4-TRACK 90°CORNER ERIOR �,,rIrNAL.I}44�� 'C4°ANCHOR LOCATIONS •C6°ANCHOR LOCATIONS V •C4'ANCHOR LOCATIONS 'C6°ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5•IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE*CS-IS SPECIFIED) A LYNN MILLER,P.E. NOTES: P.E.H s670s FIGURESPERTAINTO THE FOLLOWING 90°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) IM 10105/15 gp= 2)DETAILS R OUT IDE(SHOWN) N)AND INSIDE D SPACING,AND WOULD IO ANCHOR LOCATIONS D m` J ROSOWSKI SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. Head/Sill C 1 Jamb 5 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. AM 03/23/20 P-hook 7 DISTANCE IS 2.375" W2.375" t2.375" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR AM N.VENICE,FL 34275 00 REGISTRATION.1f20280 (941)�80- MS SGD-5570 NTS 111 14 OF 211111 MD-5570.0 k9l B HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: FOLLLOM FIGURES TO OERRSLL ANCHOR LOCATIONS: 135 q" 4„ X & 4" 4„ q„ � Head/Sill 1 RIOR EXTERIOR Jamb 5 rJ 3.22" n 4„ EXTERIOR 4„ EXTERIOR P hook 7 2-TRACK 135'CORNER v 2-TRACK 135•CORNER v 2-TRACK 135•CORNER V 2-TRACK 135'CORNER 'CI'ANCHOR LOCATIONS •CS-ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS (USE WHERE"C3-IS SPECIFIED) (USE WHERE-CS"IS SPECIFIED) XA 4" 4" 4" q„ PRODUCT REVISED 4" 4 as com yIn with the Florida BuIlding Oode 4" NC/MNo. 20-0429.05 o Expiration Onto:04/141202'1 EXTERIOR EXTERIOR EXTERIOR EXTERIOR Ml Ilada I. duct 3 22" V 3 22"� MIamL-Dado Product Control 3-TRACK 135'CORNER 3-TRACK 135"CORNER '04'ANCHOR LOCATIONS CS`ANCHOR LOCATIONS 3-TRACK 735•CORNER 3-TRACK 135'CORNER (USE WHERE°C3-IS SPECIFIED) (USE WHERE•C5"IS SPECIFIED) -04'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) 4„ or 4" 4„ #4� L4" Tc: No.58705 E%TER OR EXTERIOR a EXTERIOR %O S4-TRACK 135'CORNER 4-TRACK 136•CORNER'C4-ANCHORLOCATIONS 4-TRACK135•CORNER 4-TRACK 135'CORNER V// r/ 5,/ 'CS'ANCHOR LOCATIONS •Cq•ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS rrr/r�Nfll I�\\� (USE tNHERE'C3'IS SPECIFIED) (USE WHERE'C5•IS SPECIFIED) (USE WHERE°C3•IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) A LYNN MILLER,P.E. NOTES: P.E.95aT05 FIGURES PERTAIN TO THE FOLLOWING t35•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR NOA(LM) A 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E �m` J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. Head/Sill 1 Jamb 1 5 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. 1A 03/23/20 P-hook 7 DISTANCE IS 2.375" j 2.376' 2.37W FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)480.1fi00 SGD-5570 NTS 150F21 � MD-5570.0 �$ B REGISTRATION ClS263 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE LOCATION 4" SPLICE LOCATION SPLICE ]T� LOCATION 4" 4" LOCATION 4" EXTERIOR I 1 3 22" EXTERIOR 322" EXTERIOR EXTERIOR Headt8ill C3 1 IG °TI, 2-TRACK SPLICE 2-TRACK SPLICE Jamb 5 2-TRACK SPLICE 2-TRACK SPLICE v °Cq^ANCHOR LOCATIONS 'CB°ANCHOR LOCATIONS P-hook 7 'C4'ANCHOR LOCATIONS "Ca°ANCHOR LOCATIONS (USE WHERE-CT 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 4„ LOCATION 4" LOCATION 4" PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4" oe complying with the Florida 3•TRACKSPLICE 3-TRACK SPLICE Duildin9 Code 3-TRACK SPLICE 3-TRACK SPLICE NOA-No. 20-0429.05 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS °G'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE°C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) t.apiratlon Data:04/14/2021 MlamHDado Product Central SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION *4'9 EXTERIOR EXTERIOR EXTERIOR 3.27" EXTERIORq" 322" O�Y Y'IJ ICE �I�17 4TRACK SPLICE �I-Ty 4TRACK SPLICE 'C4°AN�CHACK SPLICE OR LOCATIONS °CS'ANCHOR LOCK LCA770N5 - �°ANCHOR LOCATIONS °CS'ANCHOR LOCATIONS �,��•' \�CENSC '�((� (USE WHERE'C3'13 SPECIFIED) (USE WHERE"C5'IS SPECIFIED) (USE WHERE°C3"IS SPECIFIED) (USE WHERE°CS IS SPECIFIED) •, No.58705 =�'G�1z�a '•a O,�'•.. TATE F �U NOTES: �S Ai! NOTES: - I 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. s ONAL G�\� •////illllll\\\ FIGURES PERTAIN TO THE FOLLOMNOSPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A LYNN MILLER,P.E. HSAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.EA58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) Ig 10/05/15 DISTANCE IS 2.375" E W2171" 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F ft J ROSOWSKI --T--A ® B)NO CHANGES THIS SHEET. 03/23/20 HeadlS)II C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DR Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 ak REGISTRATION Y2 � P-hook 7 (941)-48D-1600 SGD-55701 NTS 160F21 i MD-5570.0 �$ B 9298 l PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL BLE OUTSIDE SO' INSIDE 11' OUTSIDERS INSIDE135• DOU F--, T�•-.�- ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL C INTERLOCK �rw w_ram INTERLOCK INTERLOCK SpLE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED A DOUBLE I�/, LOCKSTILEIZ3INTERLOCK SINGLE F PP K L L TC TA TV TW INTERLOCK LOCKSTILE ASTRAGAL OUT faal'Pp SINGLE B E P A C C SC SA SV SW SD INTERN DOU INTERLOCK INTERLLOCK Lu IN wxoVO am" a. DOUBLE STILE RR R S S FC FD FV FW A INTERL CK LOCKSTILE Tso+caD w LOCKSTILE D M J J U ASTRAGAL �� Cl LOCKSTILE J W/HANDLE mxotm ( M NG �O.L INTERLOCK B LR T U K S w ASTRAGAL N T U BOX IN wASTRAGAL O`�B CT CS CF Z RECEIVER Ate^ AT AS DF RECEIVER PRODUCT REVISED a>r comp n wlth Florida OUT.135' V NOA-ng 0 tho ASTRAGAL T VS VF NOA-No. 20-0429.05 RECEIVER E:pTratlon Daloo 0 411 4/2 0 21 I WT WS WI.-,�I. ASTRAGAL By:_la RECEIVER Mlaml-Dada Product Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"I"SHOWN. PANEL NOTES: `.`NO%V LYhlN�//.� 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ;`�C�.''�1ceNSF •!!�� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Tc; No.59705 NOTAVAILABLE. PANEL TYPES 1S J ROSOWSKI _v G�o 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® lL B)CORRECTED"E"PANEL TYPE NAME. � 03/23/20 O�., ATE OF C�. i '.FCORIDT;.•'' '�: 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1 N.VENCICE,OFLO342 5R � /S�1IA?AL�`� ` (941}480-1800 SGDS570 NTS 17 OF 21 1 MD-5570.0 9 B ALVP.E#58705,P.E ReclsrRAnoN faszes P.E.fJ 5570.5 5.875 10.635 540 .125 'rt'1 �-"-•550 .291 •061 .762 OI�I� 100 q� 500 �r 1- ❑ ❑ 1.612 ED O O �0 1.681 F .062 .930 r 1.928 �- ,100 6 a®L�7-,®G�® ® FRAME SCREW .301 J INTERLOCK CAP Q 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) O ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 5.178 1000 252 231 .060 -1�=- 8250100 r ---� 8.250 � � 1.435r'062 1.613 jI� .080 �C❑ =1 O l 100 .9491r-'til P�� f 1.983 ❑ ❑ 1.813 ED O 0 1.681 �u�0�-.062 060 .100 � Q®�� L ® BOTTOM RAIL OUTER SILL SILL TRACK 11 SUPPORT 12 COVER 13 COVER 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEADMAMB 4 3 TRACK SILL 10.625 540 540 r•291 .061 •229 2.975 094 r�25141 1 5.875 i+-I�3.000 - --_ 075 L J O O L&4m 626 500 -4 I 2.607-+IT 1.406 � � 1.813 -�1--.062 ��•062 I ❑ Him ❑ 1.681 L�m-j 329100 19 ENDED ®0 KEEPER O BAR REINFORCEMENT ©gA1RNFORCEMENT @ FIXED PANEL CLIP REINFORCEMENT Q5 4 TRACK HEAD/JAMB �2 2 TRACK SILL 2 511 (I r 2.838 1.570 1•-- 1.825 1.595 r+ 1.595 309 2.696 3.483 .080 2,073 125 � jj 099 T33 2.L68 2.76t 1 8 .400 ® 2.768 070 2.210 .09075 2.1164.635TO 4.279 .100 L .300 2.025� .31234 INTERIOR JAMB COVER --II+-.188 110 Imo- 120 •182 .120 4.-182 �2.710 1.875 ��- PRODUCT REVISED 2.291 .100 ar com hrin with the Florida TOP,BOTT© PANEL STILE,TOP Em AND STILE © AND STILE REINFORCEMENT, ©R REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 31 ADAPTER K Q ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-Ho to�a 20.0429.05 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Mxplmtlon Dat9:04/14/2021 REINFORCEMENT 3.452 3.326 r-3.345 Dr_Dado Product NOTES: Miami-Daao Product Control 1.472 �919 1)SEE SHEET FOR 125 3.209 3.713 pgp SILL RISERS, O60 125 3.345 060 . 20 070 2175 046 9 3 24 .065 919 FOR SCREEN 2)SEE TPARTS. .300 1.170 35 135^CORNER 36 135°CORNER 37 135^CORNER 135^CORNER 90^CORNER 90^CORNER 90^CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT EXTERIOR INTERIOR EXTERIOR INTERIOR GA CAP 38 ASTRAGAL CAP, 39 ASTRAGAIL 40 EXRAA CAP 41 ASTRAGAL AG LCAP, IN INCHES. ``\ i11111IIrrii LYN \,\cen1se?���1 - -1.912 912 .210 .252 .173 .�J. No.56705 .065 VINYL SLIDING GLASS DOOR NOA(LM) JI 10/05/15 1.261 .062 1.261 �1.281 1.261 1.261 A /;�may- •' Y� EXTRUSIONS 14 J ROSOWSKISWE 80 7/1s^ 61 71167� Q1-1/11 I s3 1-1/11 I 84 1-310 ® B)NO CHANGES THIS SHEET. zi 03/23/20 <<•'••.F<o oLljF..• SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD S `\ 1070 TECHNOLOGY DR �� ���S/O NAL 00 N.VENICE,0F1L63042 75 / I l t% (941) 48 - TD SGD5570 NTS 18OF21 $ MD-5 P.E.058 705 . REGIS LYNN MILLER,PE J 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD ENT TYPE AS CLIP INTO ATTACHM PANEL USUBSTRATE, TY PE AS USED STILE ° USING 4 INSTALL ONE BLOCK AT 64 HEADER ASSEMBLY BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK Q TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL ss(3)#10 X ° TABLE 1 ONE BLOCK THAT 1.5"SMS �� SPANS BOTH PANELS. I s°13 SMS O q o ° 0❑ I d o @FIXED PANEL CLIP \ \ FIXED INSTALL ONE CLIP ATTHE za PANEL MIDSPAN OF EACH FIXED s5(2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #3 Ms 1 \ 0 / \ (4)MS 21 BAR COVER X 2"SMS� 22 REINF.BAR st #8 X 1-1/4"SMS i KEEPER is q (4)THRU KEEPER 0 MAX 3.5"O.C.,SEE SHEET 19 JAMB TO \ KEEPER TO JAMB P SILL ASSEMBLY \ \ ATTACHMENT LOCKING JAMB (� PRODUCT REVISED REINFORCEMENT PLATE a Be llding au d,.g n with the Florida Cod ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK NOMIo. 20-0429.05 KEEPER is Q 34-1/2"MAX O.C. OXXX SHOWN Expiration Data:A4114/2021 Ga Miami-�Dade Product Control 2"SMS eo INTERLOCK pi INTERIOR CLIP COVER \\ I 24 INTERLOCK NOTES EXTERIOR REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. t 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING, \A,LYi\IIV BOTTOMSUPPORT tt 94 2 t x SMS 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ���\��'.ICEn,ss 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS No.58705 THROUGH SUPPORT,(s2 VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 INTO PANEL - �} #10 X PANEL ACCESSORIES INSTALLATION 4 J ROSOWSKI - G INTERLOCK SILL RETAINER B3 ASSEMBLY ® %�O TAPE PP 1-1/2"SMS ALL PANEL CORNERS B)NO CHANGES THIS SHEET. a 03/23/20 ( '• tGP.Ior- CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR sS ONAI;lE� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 R csr)nA-0TBIDN nx61 SGD-5570 NTS 19 OF 21 $ MD-5570.0 £ B a Lvp,E.a 58705 P E BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑F &R&R 5 125 ❑� toe OOR�3 OR 5 121 123 120 0� 102 110 103 0 133 132 111 108 116 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 102 111 32 131 m (�0121 OOROOR 6 ❑OdORO 115 1 oR& vHORIZONTAL SECTION EXAMPLE 112 R 120 104 102 HORIZONTAL SECTION 117 1.081 EXAMPLE 1.202—1—i 1 q_�7781 1.7y78 35 5 A —1 .875 r B7 1.020 �+ —=+�.050 --.050 .045 SCREE12o FRAMEN 121 S DEEEN SCREEN RAIL, 1Y1 ASTRAGAL 0 1.993 1.993 1.874 RAIL LATCH ADAPTER 1L H—.062 _--,062 .062 PRODUCT gREVISED too BOX SCREEN 101 BOX SCREEN 102 BOX SCREEN as COMP WonA Ith the Florida TOP RAIL BOTTOM RAIL SIDE RAIL 1.435 �.725 ,OA No. 20.0429.05 127 76512 .782 Expiration Dato:04M4/2027 Ll OR � .040 ar•_Icwz I.�i„t. 113 oR 114 1.020r r— 1.593 128 .062 MiamO-Dada Product Control 101 1.373 r— 1zo (�oa(� .063 1za SCREEN VINYL t24 FRAME SILL O z R`-' `-' 1. W. z oR&R eO ASTRAGAL SCREEN IL3:3 ADAPTER ADD-ON o 1 za Q 1°T o —� .062 — 4 I+--•372 L— o da� (98OX Box BOX SCREEN SCREEN SCREEN t09 704 6�® OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ��1���Y LY,IVA" '��� PLE EXAMPLE NOTES: `� XN.•'�1CGNSC'•����� 1.306343 .055 �1 1.487 1)ALL DIMENSIONS IN INCHES. Q; —.1 1.487 �— (Jo.58705 _ .050 — � 1•810 I� VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ n,Z _ SCREEN DETAILS & J ROSOWSKI %73'., �(� BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® zg i n••, 1O8 ASTRAGAL 107 SILL ADD-ON (BAND JAMB ADD-ON z B)NO CHANGES THIS SHEET. dg 03/23/20 FCORfO '�� ADAPTER isS/ N" 1070 TECHNOLOGY DR 'ir,�NAL 1E11� N.VENICE,FL 34275 (941)480-1600 SGD5570 III NTS 20 OF 21 Jill MD-5570.0 9- B A LYNN MILLER,P.E RE ISTRATIONN2 * P.EN56705 e TABLE C: TABLE D:BOX SCREEN # Pert# Description Material # Part# Description Material # Perttt Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2) 6D63-TB Alum. 100 12256 Box Screen Top Rail 606E T5 AI 2 19002 2-Track S11 Rigid PVC 43 190224 SIII Riser-(3-1/2") 606E-TB Alum. 101 12257 Bar Screen Bottom Rag 6063 T5 Al 3 19026 3-Track Head/Jamb Rigid PVC 44 19D23A Sig Riser-(4-1/18") 6D63-TB Alum. 102 12258 Box Screen Side Rail 6063 T5 Al 4 19028 3-Traek Sill Rigid PVC 45 19024A SIII Riser-(4.5/61 6063-TS Alum. 103 64428 Box Screen Interlock 6063 76 AI 6 19027 4-Track Head/Jamb Rigid PVC 60 718609W .187"x.320"Flnseal(Stile) 1D4 17347A Box Semen Snap-on Bug Flap 6063 76 Ai 105 64M Box Screen OXD Astragal Adapter 606E TS AI 6 19028 4-TracR Sill Rigid PVC 61 71696K 1-1/Z'x 1"x 314"Fin Seal Dust Plug 106 17349 Box Screen Astragal Adapter 6063 75 Al 7 190D9 Frame Screw Cowr Rigid PVC 62 71896 Dust Plug 107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 8 19031 Anehw Plate 806378 Alum. 60 416041 Interlock Clip Cover PVC 108 19038 Box Screen Head/Jamb Addca 60076 At 9 19007 Track Insert 6063-TB Alum. 61 76153X Tandem Roller Assembly SS 109 720XIX #14.20 x V MS @ Top Roll SS 10 19084 Interlock Cep-Extended Pocket Rigid PVC 82 78153N Tandem Roller Assembly Nylon 110 72DXI12X #14.20 x 1-1/2"MS @ Bottom Rall SS 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roger 8.Re)nt SS ill 71793G Wstp,.270"x.IBM-Fin Seel 12 19008A Cuter Sill Cofer 6063•76 Alum. 64 419042 Frame Header Block Nylon 112 61805K Wstp,.18r x.500"@ Bug Flep 13 19011 Sill Track Cofer Rigid PVC 65 48052 Roller Ad.Hole Plug PVC 113 7SRAZ Standard Roller Nylon 17 19032 P-Hook Adapter 6063-TB Alum. 68 44386 4 Hole Bumper Stop PVC 114 78RAX HD Roller SS 18 19020 P-Hook 6063-75 Alum. 67 76X114FPTX #6 x 1-1/4"Ph.FH SMS @9umper Stop SS E76XIPPA Screen Locking Hardware Steel 19 19047M Extended Keeper 6063-TB Alum. 68 71696G Sig Plug PVC Screen Keeper Steel 20 19029M Keeper 6083•TS Alum. 69 78185X Gemini Mortise Lack wllong Trim plate Steel/SS #6 x 1"Ph.PH SMS Stall21 19014 Reinforcement Bar Cowr Rigid PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock SS Screen Spine-.150'&.166' Vinyl 22 19030 Reinforcement Bar 600b•TSAlum. 71 wries Handle KLl Cast Zinc Screen Cloth Fiberglass 23 19037M Fixed Panel Gip 6063-TB Alum. 72 19054 Interlock Retainer Gip Nylon TABLE E:STANDARD SCREEN 24 19035M Reinforcement Plate 6063-TS Alum. 76 Kommeding 4SG TPS Spacer System See Sheet M I Parts' Description Materiel 26 18017M Top Rag,Bottom Rail and Lockstge 6005-75 Alum. 76 Ouanex Super Spacer rJRwith Hot Melt Butyl 10 for 120 f 203E screen Frame Rail 808E TS AI 28 19046 Reinforcement Composite 77 Cuanex Duraseal Materials 121 12028A Screen Frame-Side Rail(Latch) 8063 T5 Al 27 19018M Interlock.3D0 Reinforcement,Sid. 6005-T5 Alum. 78 Cardinal XL Edge Spacer 122 17383 Screen OXO Astragal Adapter 6003 T6 Al 28 19013M Interlock.400 Reinforcement,HO 600575 Alum, 79 Dow 791,9W,995 or GE-7700 Backbeddlng Silicone 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 29 19019M Astragal Reinforcement 6005-75 Alum. 80 19090 7/16"Square Bead Rigid PVC 124 19012B Frame sill screen Addun 506E[UT 30 19083 Extended Pocket Interlock Adaptor 6063-TO Alum. 81 7/16"Bowled Bead Rigid PVC 125 6FP95K Bug Flep,65'/-5 duro. Vinyl 31 19005 Interlock Adaptor Rigid PVC 82 18044 1-1/16"Bawled Bead Rigid PVC 126 78XI12PSATS #8 x 1412"Ph.PH SMS(Assembly) SS 32 19008 Astragal Add-on Rigid PVC 83 18045 1-1116"ogee Bead Rigid PVC 127 712027 Comer Key Wheal Assembly(Standard) Nylon 33 19004 Panel Stile,Top/Bottcm Rail Rigid PVC 84 19016 1.3/16"Ogee Bead Rigid PVC 128 7t202?SS Comer Key Wheel Assembly QiD) SS 129 wdes Screen Locking Hardware Steel 34 18040 Interlw Jamb Co er 6063-TS Alum. 85 71726K Setting Black 1/2"x 4"x 1/18,85+l-6 duro. Neoprene 130 71r1X14PPSOAX 010 x 3/4"Ph.PH SMS @ Screen Ast. SS 35 19076 135°Comer Astragal 6063-TS Alum. 85 71726K Setting Block 1"x 4"x 1/18",85+1-5 duro. Neoprene 131 78X12PPSMSX #8 x 117 Ph.PH SMS @ DoorAst. SS 36 19077 135"Corner Astragal Passhe Mount 6063-TS Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS Screen Spline-.145" Vinyl 37 19079 135°Corner Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1-114"Ph.PH SMS @ Reml Bar SS 133 f 6f6C20 Screen Cloth Fiberglass 38 19080 135°Comer Astragal Cap-Int. Rigid PVC 92 710X1PHPT1"X #10 x 1"Ph.PH SMS @ Rail Support SS NOTES: 39 19078 90°Caner Astragal 6063-76 Alum. 93 71OX116PPX #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 19081 90°Caner Astragal Cep.Ext. Rigid PVC 94 710X26PHPT18.8X #10 x 2-1/2'Ph.PH SMS @ Relnt Plate/Ast. SS NOT PART OF THIS APPROVAL. 41 19082 90°Caner Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS nil 96 710X1.75PPX #10 x 1-T T'Ph.FH SMS @ Ast.Mount SS 6ui A nil l n9ewith the Florida O Y LYNN TABLE F: 97 71OX34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. SS Nalding a! ZO.0429.05 `•�� '�� ' 98 710X2PPX #10 x Z'Ph.FH SMS Keeper SS �1'.• f.10ENSF•••(��� Material Min.Fy Min.Fe @ � Expiration Dote:041/7412021 #12 Steel Screw 92 ksl 120 kal By: No.58705 #12 410 Screw 90 kel 110 ksi VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Miami-Dade Product Control _.0 i/4"DeWsIVEIco Aggreldator0 67 ks1 96 ksi E � 1/4"Elco UltraCon® 155 ksi 177 ksl PARTS LIST 8& J ROSOWSKL �O�'•. 1!4"DeWalt UltraCon+® 148 ksi 164 ksi 1�n.T ' CP. '••FroR1oP,.••'_��� 1/4"410 SS DeWaltlElco CreteFlexO 127.4 ksi 189.7 ksi 8)ADDED BCKBDG.TYPES&TABLE F. ��03/23/20 ;S'O/VAL 6063-TS Aluminum 16 ksi 22 kill 1070 TECHNOLOGY DR A36 Steel 36 ksi 58 ksi a N.VENICE,FL 34275 Gr.33 Steel Stud 33 kill 45 ksi (941)48D-1600 SGDS570 NTS 21 OF 21 MD-5570.0 �$ B A LYNN MILLER,RE REGISTRATION N2a2f43 P.E.#58705