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HomeMy WebLinkAboutNotice of Acceptance, SGD D RECEIVED MIAMI-DARE APR m 6 2021 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION bermittirg C-tpartment I I805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) St.'L'uci?Gc�1t� Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION RE LS'2a0F7i$4)315-2599 NOTICE OF ACCEPTANCE (NOA) CaFa� .v.�av,miamida e.aov/economv PGT Industries,Inc. �" L"H:- %k2,R%P UV ArmC;E - 1070 Technology Drive, ST. LUCE COUNTY North Venice,FL 34275 ® � SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The.Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product-or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R� 1&sCy@r71 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& 135°corners-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570.0 Rev B,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15 and last revised on 04/22/20,signed and sealed by A. Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8) for applicable SGD unit sizes,design pressures,reinforcements types, glass types,sill riser(see tables B-1 &B-2,sheets 7-8)and anchor layout sheets requirements in I I 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 Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-0420.06 and consists of this page 1 and evidence pages E-1,E-2, E-3,E-4&E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. • MIAMI•DADE COUNTY NOA No.20-0429.05 Expiration Date: April 14,2021 Approval Date: October 08,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No.FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/"1'�' 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 Test per FBC 3)Water Resistance , p ,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. I1-0107.09) 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 ASTMS-1300-09. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-5"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. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled"Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15 and last revised on 04/22/20, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20- 2107.2,PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)FTL-20- 2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7th Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and-16. D. QUALITY ASSURANCE Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 - 305.02 issued to Kurara America Inc. for their 1. Notice of Acceptance No. 9 0 y , p "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. G Is� l• Llah� Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-4 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/hr.-ft2-7, 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 Penneance-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 303-1,3, 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 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. Ishaq 1.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 IMPACT RATING DESIGN PRESSURE RATING INCLUDING POCKETS & 90e/135° CORNERS MISSILE IMPACT RESISTANCE SEEON SHEETS TABLES 1,2&865,62 GENERAL NOTES: TABLE A: 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 2)DESIGN PRESSURES: Group Anchor Substrate Frame Member Min.Edge Min. NEGATIVEA. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. Distance Embedment B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. #12,steel SMS(G6)or P.T.southern Pine,(sG=0.55) Head/SilllJamb/P-hook I C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.SMS Aluminum,6063-T51(0.125"min.) Head/Sill/Jamb/P-hook 3/8" 1I8" ° (min.11 threads/rn) Steel,A36",10.060"min.) Head/Sill/Jamb/P-hook 318" 0.060"3 ANCHORAGE:THE 33-1/3/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, A Steel Stud,A653 Gr.33,(0.071"min.) HeadlSill/JamblP-hook 3/8" 0.071" 14 Ga.) INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114"Elco Ultracon HeadlSill/JamblP-hook V 1-316' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4"DeWalt Ultracon+ P.T.Southern Pine,(SG=0.55) Jamb 1" 1-3/8" 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 B #12,steel wood screw G5 P.T.southern Pine, SG=0,55 HeadlSilUJamb/P-hook 9/16" 1-3/8" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(min.2.85 ksi) P-hock 1" 1-3/9' BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1/4"Elco Ultracon HeadlSilVJamb 1-3116^ 1-318" 6)REFERENCES(NOA'S):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR Unqrouted CMU,(ASTM C-90) JamblP-hook t" 1.1/4" ANCHOR NOA'S,ENERGI FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE Concrete,(min.3 ksi) HeadlSill/Jamb 1-112" 1-3/8" 114"DeWalt Ultmecn+ P-hook 1" 1.3/8" 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" 1-1l4" WHITE RIGID PVC NOA C Ungrouted CMU,(ASTM C 90) JamblP-hock 1-3K. 1-1/4" REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652&8717;EXOVA-10-002-792 A &10-006-10231; 114"DeWaltiElco 410 S.S. ( ) HeadlSilUJamb 1-3/16" 1-3/4" CAMBRIDGE 535753-09; CreteFlex Concrete,(min.3.35 ks0 p-hook t" 1J14^ 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE t/4"DeWaltlElco 18-8 S.S. Concrete,(mtn.2.22 ksi) HeadlSilUJamb/P-hook 1-112" 1-318" HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERG) Aggre-Gator Ungrouted CMU,(ASTM C 90) JamblP-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=0.55) Head/Sillf lamb/P-hook 1" 1-318" BUILDING CODE FOR PLASTICS, 1/4)( . "Elco Uttmcon COMPONENT REQUIREMENTS Concrete,(min.2.85 ksi) HeadlSill/JamblP-hook 2-1/Z' 1-3/8" routed CMU, ASTM C-90) JamblP-hook 2-112" 1-1/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. UngConcrete,(min.3 ksi) HeadlSilllJamblP-hook 2-112" 1-318" 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. D 114"DeWalt Ultracon+ Un routed CMU,(ASTM C 90) Jam/Jamb P- 2-1/T 1.114^ 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. HeadlSilUJamb 2-112" 1.314" 114"DeWalt/Elco 410 S.S. Concrete,(min.3.35 ksi) P-hook 2-112" 1-3/4"ANCHOR NOTES: CreteFlex Un routed CMU, ASTM C-90 JamhlP-hock 2-1I 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. as complying with the Florida 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. BulIdl.9 Code 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. NOA-No. 20.0429.05 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR Expiration Date:04114/2021 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE FOR THE MINIMUM STRENGTHS OF By:_1 sr-7 r STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ANCHORS AND SUBSTRATES,SEE TABLE GENERAL NOTES.............1 Miami-Dade 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 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES...................17 •AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ASTM E1300-09•ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION EXTRUSIONS.....................IS •ALUMINUM DESIGN MANUAL,ADM-2015 ACCESSORIES-................19 INSTRUCTIONS: •AISI8100-16 SCREEN DETAILS.............20 O�{LYNN4; 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •AISC 360-18 PARTS LIST........................21 tZ.• P•.,/ SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE �a .• OCENs !�P GLASS/REINFORCEMENT. No.58705 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 8 GENERAL NOTES m J ROSOWSKI — Qy I O: 0 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS OO'•• ( .btu` SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. Rye rc 8)UPDATED TO FBC 2020,ANCHOR TYPES a� '•. WE ',�LORtD?.•''G\?: 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 03/23120 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR rc �� ''S'S TONAL t �`\ 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 8 SGD-5570 NTS 1 OF 21 ; MD-5570.0 ElA LYNN MILLER,P.E. REGISTRATION it29296 P.E.#58705 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 ° --i PER TABLES 1&2 ° , PER TABLES 1&2 ° �- I � MAX.UNIT LaJ / g I� MAX.UNIT a MAX.UNITa 8 M T G / / � HEIGHT HEIGHT EH I I PER a a a PER TABLES 1&2 p PER TABLES 1&2 12 PER TABLES 1&2 TABLES 1&2 J w rocK J POCItEr I I. / / I POC I 1 / / / / vocrrET I" _ram I J 1-PANEL 4 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS a a 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&2 ° I p a 9 °a I MAX.UNIT H I I 3 / S / SE TE MAX.UNIT a a / R I� MAX.UNIT a a 3 3 a / E I HEIGHTPER HEIGHT a a a / I HEIGHT a a / IW TABLES I&2 SHEET. PER TABLES I&2 / / / / / I°zy PER TABLES I&2 / / / / / / p POCKET I /. / / / / POCIEr I m J J CORNER,TYP. 5-PANEL CONFIGURATIONS 4 6-PANEL CONFIGURATIONS 4 CU DE CORNER SHOWN.INSIDE CORNER SIMILAR° PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complying with the Florida Building Code NOM.PANEL WIDTH NOM.PANEL WIDTH N.,No. 20-0429.05 PER TABLES 1&2 ° PER TABLES 1&2 ° Expiration Date:04/14/2021 I O I BY.__IGI.-Z IL�i++1. a a a o a o Miaml-Dade Product Control MAX.UNIT MAX.UNIT a a a � a 2 a a / E I� HEIGHT J 3 3 3 3 3 I HEIGHT 3 3 PER TABLES 1&2 / J PER TABLESL 1&2 PDCKET I y 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-13-9l16" r I 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" 0 iIvILY'/Ir r LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXP.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1116" POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 8 10l05/15 _ No.56705 EXAMPLE CONFIGURATIONS � J ROSOWSKI ="� '• 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND o %73 7 0 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® B NO CHANGES THIS SHEET. 03l23120 �T n PATEF �(V` DETAIL LETTER ) [oRiul.•'-� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DR �g 'SS OVAL L�� \\ N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FTC (—SHEET NUMBER (941)•480-1600 SGD-5570 1 NITS _TS 2 OF 21 MD-5570.0 9 B A LYNN MILLER,P.E. REGISTRATION 029296 P.E.n 58705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRUIXWOOD ASTRAGAL DETAIL CI DETAILD1 NOTE 4,SHEET 1:MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT IS OVER 96" 81 21 19 EMBEDMENTAND o ea MAX6^o.c. { o� EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE- /\ 50 TABLE A,SHEET 1& DAYLIGHT lJ NOTE 3,BELOW 10 INTERIOR OPENING-1 q o WIDTH a P o 33 0 8 31 EMBEDMENT Men �U (� EDGE '• / d d (4)THRU KEEPER Q MAX 98 ou EDGE '/'"'' 62 3.5"D.C.,SEE SHEET 19 DISTANCE DISTANCE"* .. ' 0 25 26 EXTERIOR SEE NOTE 6, 94 25 O 26 -R 27 O 26 SEE NOTE 6, 1/4"MAX. THIS SHEET I SEE NOTE 6; v THIS SHEET I OR 2X WOOD 32 THIS SHEET 6 / BUCKSTRIP,SEE I EMBEDMENT ANCHOR \ NOTE 3,SHEET 1 SEE NOTE 6,THIS SHEET 2e L—_ —— _ TYP.ANCHOR TYPE, #8 X 3/4"SMS REINFORCEMENT SCREW;7 63 PER STILE,LOCATED AT CENTERLINE AND 6", PLATE AT ) HORIZONTAL SECTION(XXX SHOWN) _ 9"&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENT AND EVERY )/ EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION \ DETAIL C2 DETAIL D2 —— DETAIL 62 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY _`_ ASTRAGAL NOTE 3,BELOW 2X WOOD BUCKSTRIP OR INT02X WOOD REQUIRED IF DOOR EMBEDMENT `` FACING INT. FRAMING,SEE ANCHOR 19 DAYLIGHT 21 81 HEIGHT IS OVER 96" 1/4"MAX. —� r Q NOTE 3,SHEET 1 e OPENING 22 0 INTERIOR PRODUCT REVISED WIDTH EDGE I I as complying with the Florida 1 DISTANCE Dnllaing code 29.05 TYP.ANCHOR TYPE, p° SEE NOTE 6,THIS SHEET 7 I I NOA-No. 20-04/2021 EMBEDMENT AND 28 RO 26 R 25 I I Expiration Date:04/14/2021 EDGE DISTANCE PER d e 93 23 8 TYP.ANCHOR TYPE, I Dy: '�•"y- SUBSTRATE,SEE 6 Od EMBEDMENT AND p q Miami-Dade Product Control TABLE A,SHEET 1& EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, SEE TABLE A,SHEET d EDGE �o Oa 1&NOTE 3,BELOW EXTERIOR DISTANCE 98(4)THRU KEEPER MAX 3.5"O.C.,SEE SHEET 19 lllVliU]�U1R�; f1 ' A v--M --J PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE 1/4"MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR �1 111I/rrr NOTES ANCHORS,SEE EXTERIOR DIRECTION. �O�%N LYIdN. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ``�� �icErl.s- ., 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES, No.50705 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED z5 ze VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 r= ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS �'� '• INSTALLATION,HORIZONTALX-SECT.i� J ROSOWSKI •• 22,1U FRAME ANCHOR LOCATIONS. ® �0�;'. S ATE F C(7` 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ( B)NO CHANGES THIS SHEET. z 03123/20FOR %,(C�i'•,c:OR{GI,•' \? 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS] z7 2e S�ONPIL ON ` REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY l 1070 TECHNOLOGY DR u THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-080-1600 SGD-5570 NTS 3 OF 21 j MD-5570.0 4 B A.LYNN MILLER,P.E. REGISTRATION tl292Be tfi O P.E.#56705 a IL E1 TYP.ANCHORTYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL ESONRY AND EDGE DISTANCE PER INTO WOOD INTOMASONRY INTO METAL DADE APPROVED MULLION,FBC STRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER LEDGE E VERTICAL OR HORIZONTAL. EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT EE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE ABLE A,SHEET 1 REQUIREMENT EDGE 1&NOTE 3,THIS SHEET DISTANCE DISTANCE • EMBED- �;.. ° TANCE J, MENT — EMBEDMENT EMBEDMENT I EMBEDMENT 1/4"MAX. s 1X OR 2 WOOD f n nn 1/4"MAX. s 114"MAX. "TaYP. s —1/4"MAX. e / Q 50 BUCKSTRIP,SEE Q CJ e "TaYP. CHOR TYPE,EMBEDMENT AND CHOR TYPE,EMBEDMENT AND ANCHOR NOTE 3,s3 SHEET1 e ISTANCE PER SUBSTRATE,SEE ISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 33 NOTES e / FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAGALS, FIXED AANDSTILES 3)SEE SHEETS 11&12 FOR ANCHOR#8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&T2. &SPACING, 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 CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT OTHISSHEET 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAMESEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHTNOTES, SILL RISER PRODUCT REVISED VARIES WITH EXACT DIMENSIONS. as complying with the Florida Building Code REQUIRED NOA-No. 20-0429.05 EXTERIOR POSITIVE Expiration Date:04/1412021 zs a DESIGN .390�i Imo— By: 82 O PRESSURE, Miemi-Dade Product Control 0 st oR sz 0 SEE SHEETS .390—►I Imo— Ex1 EXTERIOR 7&8. .390� 1-- ]I- 2.947 a 25 oR zs (►I I��—f.390 1.793 2.370 L 4.041 1R MAX. 3342 #a3-55 ASOA PLY .82233 Q2 887 i 3.464 GROUT AS s 1 917 NEEDED,SEE ANCHOR NOTE 13 s0 �7 .060 - .060 — 060 5,SHEET 1 s Q q 2 12 U s q 2-1/2"=TOTAL .060—� 0 1/4"MAX• o SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER O 1 O 42 43 44 45 4 Q® (2-112"TOTAL (3-1/2"TOTAL (4-1/16"TOTAL (4-518"TOTAL 11Y L`(hIN SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �O'•"""'•�77( EMBED- ' �' ,r F EMBEDMENT EDGE MENT- DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 __ No.58705 it- EDGE ° TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. m' J ROSOWSKI = ZU DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® A�. `411` EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE B)NO CHANGES THIS SHEET. z 03/23/20 ' '� '•. F<oRlv�.•'' CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, '�Sr ••• PER ANCHOR SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DR "'I`-/p• E ` DETAIL F1 DETAIL F2 N.VENICE,FL 34275 ,,'II I REQUIREMENT SHEET 1&NOTE 3, SHEET 1 8,NOTE 3, INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 SGD-5570$ NTS 4 OF 21 MD-5570.0 § A LYNN MILLER,P.E. REGISTRATION If28298 "$ B P.E.#58705 z 4 Pao�f�a 7, y^p INTERIOR 35 u 71 1B (4)THRU KEEPER O O 2 INTERIOR 4 25 OR 28 69 98 @ MAX 3.6'O.C., (B OR 26 37 96 MAX 18.5"O.C. INTERIOR 33 INTERIOR SEE SHEET 19 D 1 ETAI L F'12 o 36 19 EXTERIOR P 98 (4)THRU KEEPER @ MAX OUTSIDE CORNER 3.5"O.C.,SEE SHEET 19 O❑ 11tt� 4D - 33 69 INTERIOR �OO Q 39 26 94 1 �❑ 25 OR MAX 16.5"O.C. rE R �o ❑� / 25 R 26 O EXTERIOR \R E%TERIOR � O 0 41 v 135° O� 90° 33 39 q DETAIL G1, \ �� DETAIL H1 MAX 18.5.O.C.(s4 a ❑� INSIDE CORNER OO INSIDE CORNER EXTERIOR INTERIOR 41 EXTERIOR !� (4)THRU KEEPER 69 r 98 @ MAX 3.6'O.C., . SEE SHEET 19 - AgOW PRODUCT REVISED as comp)yying with the Florida Building Codo NOA-No. 20-0429.05 �OO 135° 4 Expiration Date: /1 2021 By:_i sw.'2 G 4..t.(• + INTERIOR Miami-Dade Product Control oo® , NOTES q ov 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 80 26 QUANTITIES,SEE TABLES 1&2.I? 33 39 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. ��..' tSCENgF 35 1 e'• ••. .- MAX 18.5"O.C.06 T�: No.587% - 19 69 VINYL SLIDING GLASS DOOR NOA(LM) g 10/05/15 _ ' � (4)THRU.KEEPER @ MAX 98 EXTERIOR — A 3.5"O.C.,SEE SHEET 19 DETAIL G2 - CORNER ASTRAGAL HORIZ.XSECT. m JROSOWSKI =?J '•: �-(� = $ S,O�-. SATE F .•(`� oursl_135' ER B)NO CHANGES THIS SHEET. m 03/23/20 ....... . 1070 TECHNOLOGY DR eg ��,�NAL IEtt N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 5OF21 101 MD-5570.0 B ALYNN1 P.Ea587R,P.E. .#58705 - REGISTRATION 420298 i DETAIL 11 DETAIL 12 OPTIONAL NON- + INTO MASONRY NTO MASONRY STRUCTURAL CONCRETEICMU ANCHORS FOR tl o EDGEz1 22 PERANCHOR 21 INTERIOR POCKET• NTEaloa TYP.ANCHOR TYPE,EMBEDMENT DISTANCE JAMB �• 33 ze a z7AND EDGE DISTANCE PERREQUIREMENT SEE FIG 1 SUBSTRATE,SEE TABLE A,INTERIOR POCKETS MUST 30FIGURE I,INTERLOCKS AT POCKETS: THIS SHEET o SHEET 1&NOTE 3,BELOW • ,INCLUDE A NON-STRUCTURAL, . 10 � r'' FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THEPOSSIBILITY OF WATER '•• OPT. INFILTRATION. 21d �A : ANCHOR 31,' MAX. ,3 EMBEDMENT POCKET BY OTHERS,SEE P. 17 OPT. , ';.i '. 17 OPT. NOTE 6 BELOW. d . .EMBED-.., 114"MAX. EXTERIOR QQd FOR DOOR HEIGHTS OVER 96" ENV.* OPT. 1`lI O q o 21.9" ' ANCHOR 10 e7 MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT. CONCRETE/CMU THIS SHEET 31 30 AND EDGE DISTANCE PER EDGE _ ze PER ANCHOR R 27 EE ExTERioa SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET � 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO PRODUCT REVISED EDGE THE METAL SUBSTRATE 2X WOOD BEE ANCRIP OR as complying with the Florida DISTANCE FRAMING,SEE ANCHOR Building Code EDGE NOTE 3,SHEET 1 NOA-No. 20-0429.05 DISTANCE OPT.ANCHOR Expiration Date:9411412021 DETAIL 13 OPT.ANCHOR INTO METAL EMBEDMENT I y`_I��'1. 77 OPT. M Q 17 OPT. Miami-Dade Prodductuct Control EMBEDMENT 1!4„ o DETAIL 14 1/4"MAX. o q INTO W000 J MAX. EXTERIOR 10 SEE FIG 1, o SEE FIG 1, d THIS SHEET 31 °d THIS SHEET 30 (28 R 27 EXTERIOR 22 21 81 ,,t1IIi I711/�� EXTERIOR POCKET Doti j Ly N-V EXTERIOR POCKET ��• Iar+ <>' :l� NOTES VINYL SLIDING GLASS DOOR NOA(LM) 8 10/05/15 do.1,870.9 _ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI = 2)REFER TO ANCHOR NOTES,SHEET 1. CV 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® ""IE :� 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. a B)NO CHANGES THIS SHEET. 0:� 03/23120 ,<.\•.. °<ar i_I;,,.,.•1��; 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR u /O1VA1. 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 _ �111;I I 11,,1 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. REGISTRATION 480-1600 SGD-5570 NTS 6 OF 21 u� MD-5570.0 B A.LYNN MILLER,P.E. REGISTRATION#292% P. 58705 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" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 7245116"DLO Height 84-15/16"DLO Height Z IZ 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 B I C D A I B C D A I B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16-5/8" HeadlSill 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 24" DLO Width Jamb 5, 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60psf +60/-60 psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 22-5/8" 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" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 t • P-hook 7 7 1 7 7 7 7 7 7 8 8 11 Design Pressure +60/-60psf +60/-60psf +60/-60psf 28-5/8' 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 36" DLO PRODUCT REVISED L Jamb 5 5 5 5 5 5 5 5 5 5 5 5 as complying with the Florida Width Building Code 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 NOA-No. 20-0429.05 a Design Pressure +60/-60psf +60/-60psf +60/-60psf Expiration Date:04/1412021 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 C3+1 C3+1 42" DLO TABLE 81: By: Jamb 5 5 5 5 5 5 5 5 5 5 5 5 z Width Water•Llmited FIG 1: Miami-Dade Product Control P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf Sill Nom.Sill Max.(+)DP 40-5/9' 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 L41 DLO Riser Height Allowed H DOOR ASSEMBLIES Jamb 5 5 5 5 5 5 5 5 5 5 6 5 = INSTALLED WHERE THE Width None 1-11/16" See Note 2 P-hook 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 43- 31/2" +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 4S/8" +60.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1116" PANEL HEIGHT=DOOR HEIGHT-2-1/2" \;` �t,Y l-Yftl/{r,t�`r TABLE NOTES: VINYL SLIDING GLASS DOOR NOA LM a 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 ( �o.b8705 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE jm J ROSOWSKI 7 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® ;0 D .V RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. rc B)CORRECTED DLO WIDTH. 03/23/20 - G, ATF ddddr V 3 SEE SILL RISER TYPES ON SHEET4. F• '.^( 'i='i'••' - 1070TECHNOLOGYDR b S %,.5;,' �12\` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. rc �� L�;I 5)REFER TO ANCHOR NOTES,SHEEP 1. N.VENICE,FL 34275 �'�� 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)460-1600 SGD-5570 NTS 7 OF 21 MD-5570.0 B A L�iJE 458705'P.E. REGISTRATION 629298 9: P.EN 59705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (far 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 96-15116"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 CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinforcement#28 A I B I C D A B C D A B C D A B I C I D A IB C D Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65psf +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16S/8" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 MIDSPAN OF PANEL). Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 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 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 I 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 6 6 6 as complying lCodewilh the Florida Buildin Width NOA-No. 20-0429.05 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100psf +100/-f00psf +60/-65psf +60/-65psf Expiration Date:24114/2021 28518" 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 CS+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 FIG 1: gy;_I s�7 i t_F,•,_ti 36' DLO OH LENGTH Miami-Dade Product Control Width Jamb 5 5 6 5 5 5. 6 5 5 1 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 1 8 9 9 9 9 10 10 10 10 I— DOOR ASSEMBLIES Design Pressure +100/-100ps/ +100/-100psf +100/-100psf +60/-65psf +60/-65psf ED INSTALLED WHERE THE 6 34-5/8" Head/Sill CS+2 C3+2 CS+2 C3+1 CS+2 CS+2 CS+2 C3+1 CS+2 CS+2 C5+2 C3+1 C5+1 C3+1 CS+1 C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS i 42" DLO = EQUAL TO OR GREATER THAN L 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 10 10 EXEMPTED FROM WATER z Design Pressure +100/-100psf +100/-100psf +92/_92psf' +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 40-518" 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 48" DLO Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 1 6 8 1 6 P-hook 7 1 7 1 7 7 7 1 7 1 8 8 8 1 8 9 19 9 9" 9 9 10 1 10 10 10 TABLE B2: Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/65psf +54.1/-58.7psf W2ter-Limited 46-5/8' Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure Width 54" DLO Jamb 5 5 6 1 5 5 5 7 5 5 5 8 5 6 6 8 6 6 1 6 1 8 1 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/-80psf +80/-60psf +80/-80psf +59.1/-64psf +49.6/-53.7psf None 1-11/16" See Note 2 52-5/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2MS+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 60" DLO Jamb 5 5 6 5 5 5 7 55 8 5 6 6 8 6 6 6 8 6 43 3.1/2" +60.0 psf WidthP-hook 7 7 7 7 7 7 7 78 8 8 9 9 9 9 10 10 10 10 44 4-1/16" +80.0 psf +/_100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/9' +100.0 psf DLO WIDTH=NOM.PANEL DLO HEIGHT=DOOR HEIGHT D /8 11-1 16' 1`\ i/V' PANEL HEIGHT=DOOR HEIGHT-2-112" \���n.• ;L.�`J`..-lr���;! 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 82 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j� J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL T4TE OF RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. B)CORRECTED DLO WIDTH. 03/23I20 '% F '••. „i � .• � 3)SEE SILL RISER TYPES ON SHEET 4. S^ "". . v 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR & 4.9 �iillgL r`'` 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 j 8 OF 21 1 MD-5570.0 11 B A LYNN MILLER,P.E.REGISTRATION 029296 RN MILLER, EXAMPLE: Q 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 OF INTERLOCK ANCHOR INFORMATION. _ 6" CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL I OF PANEL OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET SY OTHERS,SEE NOTE 6, SHEETS - "+2" 25-3/8"MAX. 6" "+2"ANCHORAGE, 6°MAX ANCHORAGE, SHEET 12 "+2"ANCHORAGE, MAX. SHEET 12 •C3"CLUSTER, 'C3"CLUSTER, SHEET 12 END ANCHORAGE EXTERIOR SHEET 12 SHEET 12 Q SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEETS PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO Q 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. MAX S° CENTERLINE CENTERLINE CENTERLINE • OF PANEL OF PANEL OF PANEL POCKET BY EXTERIOR INTERIOR OTHERS,SEE 0 If- NOTE 6, o 0 0 0 0 0 SHEETS "+2" 25-3/8"MAX. 6" ANCHORAGE, "+2"ANCHORAGE, "+2'ANCHORAGE, —� MAX. SHEET II SHEETII SHEET11 'C3"CLUSTER, "C3"CLUSTER, EXTERIOR 12"MAX 21 6' SHEET 11 SHEET 11 END ANCHORAGE Q FRAME JAMB SEE POCKET JAMB (MIN.1 ANCHOR) MAX. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Build ng lCoaeW�tn the Florida +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 20-0429.05 DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISExpiration Date:04/14/2021 PRESSURE REQUIREMENTS. TO BE 25 To NEC. RLESS CLUSTER_ TO BE 25-318"O.C.OR LESS By:_I�'--•� I •'�++•- FOR WOOD INSTALLATION USING ANY Head/SIII C3+2 Miam Dade Product Control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6"MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"CT'CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.AN CHOR 6"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"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS THE INTERLOCK/ASTGAL. ANCHORAGE ANCHORAGE SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE PER THE FIGURE ABOVE: `, QNti DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 }�;' No.5870, 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 a- J ROSOWSKI -_U ••C t 0 LOCATIONS OF CROSS-SECTION DRAWINGS. ® (! B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN ¢ B)NO CHANGES THIS SHEET, ¢ 03/23/20 O� FATE aV C SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. ;GCS '• <omot•.•'_�� D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SIDLLO SHEET4 1070 TECHNOLOGY ECH ,OL GY DR E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941ICE,FL 600 A LYNN MILLER,P,E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 REGISTRATION 429298 SGD-5570 NTS 9 OF 21 MD-5570.0 B P.E.#58705 1-1/16"NOM. 3/16"HS GLASS 7/16"NOM. 7li6"NOM. 3/16"HS GLASS�I r 3/16"HS GLASSyI 3116"HS GLASS 3116"ANN GLASS 75 76 .090"PVB .090"PVB .090"SG 7116"AIR SPACE 77 7a 3/16"ANN GLASS 3/16"HS GLASS 3116"HS GLASS 3/16"T GLASS PAINTED/ PAINTED/ PAINTED/ PAINTED! LAMINATED LA LAMINATED Sz OR 93 SURFACE LAMINATED OR 81 / SURFACE o e OR 91 —— SURFACE eo OR et —— / SURFACE BO a EXTERIOR I- -- �!/ G]EXTERIOR I a EXTERIOR I �C1 a EXTERIOR PRODUCT IS"EXTERIOR- I I PRODUCT IS"EXTERIOR- I \1 PRODUCT IS"EXTERIOR- I \I PRODUCT IS"EXTERIOR- I \ GLAZED"IF#80-8 1 IS 7/W NOM. GLAZED"IF#80.81 IS 7/8"NOM. GLAZED"IF#80-81 IS 7/8"NOM. GLAZED"IF#82-83 IS 7/8"NOM. TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I I GLASS BITE I I SITE I I BITE I I BITE INTERIOR I <�D INTERIOR I a INTERIOR I a INTERIOR PRODUCT IS IS GLAZED IF#60-81 I'INTERS I I 79 GRODUCT IS LAZEDD"IF#8UI IISOR, i I 79 GLAZED"IF S PRODUCT IS R I I 79 GLAZED'IF#8283 IS R I I 79 TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. BS 85 86 SEE NOTE 2, 65 SEE NOTE 2, SEE NOTE SEE NOTE 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 "T'=TEMPERED SILICONE HOT-MELT BUTYL STRUCTURAL 1-1/16"NOM. 1-1/16"NOM. "PVB'_.090"TROSIFOL®PVB INTERLAYER SILICONE 3116"HS GLASS 3116"HS GLASS BY KURARAY AMERICA,INC. STRUCTURAL 3/16"NOM. 090„PVB .oso"SG "SG"=.090"SENTRYGLASO INTERLAYER POLYISOBUTYLENE 114"NOM. FOAM WITH DESICCANT WITH 3/16"HS GLASS 75 76 3/16'HS GLASSW� 7p BY KURARAY AMERICA,INC. DESICCANT EXT.GLASS EXT.GLASS 7116"AIR SPACE 77 78 7/16"AIR SPACE 3116"TGLA$S 3/16"TGLASSPRODUCT REVISED PAINTED! PAINTED/ as complying with the Florida e2 oR ea LAMINATED g2 OR 83 % ATED Building Code SURFACECE NDA-No. 20-0429.05 /2021 INT.GLASS INT.GLASS G]EXTERIOR a EXTERIOR Expiration Date:0 411 412 0 21 PRODUCT IS"EXTERIOR- I \ PRODUCT IS'EXTERIOR- IBy: Icy-"•�i.G/.,"�.. KODISPACE SUPER GLAZED"IF#82-83 IS I 17/8"NOM, GLAZED"IFif828315M. Miami-Dade Product Control TOWARDS THEEXTERIOR. I GLASS TOWARDS THE EXTERIOR.IS 76 4SG TPS 76SPACERW NXTT" I I BITE Ia INTERIOR aINTERIORALUMINUM PRODUCT IS"INTERIOR- I PRODUCTIS"INTERIOR- *ANT EMENT pOLYISO- DESICCANT FILL AREA GLAZED"IF#82-831S I 79 GLAZED"IF#82-831SBUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5l16"NOM.SEAL BUT SILICONE SEAL SEE NOTE 2, SEE NOTE 2, I III! DESICROLL-FORMED THIS SHEET THIS SHEET \1��t1• 11j/ FAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 FJ(T.GLAS NOTES: EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =T:: NO.58';05 S$ INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS 11 J ROSOWSKI - GI- •,�•�` INTERIOR OR EXTERIOR GLAZED, ® O ., cTA IF F ,(v,Z ® XL TT1 PROVIDED THAT THE"HS"SURFACE B)NO CHANGES THIS SHEET. rc 03/23/20DURASEA ��'•.•[oRID�..'_fit SPACER L 76 SPACER OF A LAMINATED GLAZING UNIT IS 1070 TECHNOLOGY DR '�'SS�pI...AL G�� \\ ADHERED TO THE GLAZING LEG. rc N.VENICE,FL 34275 (941)-460-1600 SGD-5570 NTSIII 10 OF 21 i MD-5570.0 9 B A LVNN MILLER,P.E. REGISTRATION 4292M P.E#58705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL— PANEL_ INTERLOCK— INTERLOCK— PANEL CENTERLINE CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4" �4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "-2'ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" 4" EXTERIOR EXTERIOR 3.22" EXTERIOR EXTEERIOR 3.22" EXTERIOR 3-TRACK CLUSTER"C3" V 3-TRACK CLUSTER"C5' 15 3-TRACK INTERMEDIATE rl 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL_ PANEL INTERLOCK INTERLOCK— CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" 4" 0 EXT2ERK) 3.22" EXTrE�7RyI0 3.22" EXTERIOR EXT�FE-IRyIOR EXT�IE�IRyIOR v 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE v 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. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK W2.375" DISTANCE IS 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2:375" t2. 5" FOR ALL SILLS: , PRODUCT REVISED `l o1, HLIJ/Sill +1 as complying with the Florida � � Jamb 5 Building Code �`��,. •. /1�� NOA-No. 20-0429.05 LICE"ISF �� FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 Ezptratlon Date:04174/2021 r' t� CLUSTER ANCHOR LOCATIONS: NO.56705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ey: Miami-Dade Product Control �'�7�f�� ANCHOR LOCATIONS A � J ROSOWSKI '1 .. '`'''y/ ' Sc ATE/ ••(�`�` ® a� B)NO CHANGES THIS SHEET. 03/23120 l'� r °'�RIO '.•`�� Head/Sill C3 1 1070 TECHNOLOGY DR Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 SGD-5570 NTS 11 OF 21 € MD-5570.0 4 B A LYNN MILLER,P.E. REGISTRATION#29298 P.E.#58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCK 4" INTERLOCK 4" PANEL_ CENTERLINE 4" CENTERLINE 4 CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3,22" EXTERIOR 3,22" EXTIE"RIOR EXTERIOR 3.22" EXTERIOR 15 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"C5" (- 2-TRACK INTERMEDIAT 2-TRACK INTERMEDIATE E 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "-I"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE 4 75" 4" EXTERIOR 3.22" EXTERIOR OR EXTERIOR EXTNTERMEDIATE �IE�RIIOR NTERMEDIATE 3-TRACK CLUSTER"C3" 3-TRACK CLUSTER"C5" "+TRACK INTERMEDIATE +2 ANCHIOR LOCATIONS v '+3"A CHIOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS 1"ANCHOR LOCATION ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK—� CENTERLINE CENTERLINE CENTERLINE 4' CENTERLINE 4" CENTERLINE 4„ EXTERIOR 3,22" EXTERIOR —3.22" EXTERIOR EXTERIOR EXTFE-iRIOR 2�Iy �i�Ty 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2" ID y 4-TRACK INTERMEDIATE"+3" v 4-TRACK CLUSTER `� 4-TRACK CLUSTER "+1"ANCHOR LOCATION ANCHOR LOCATIONS v ANCHOR LOCATIONS "C3"ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TOTHE FOLLOWING 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" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: I DISTANCE IS 2.375" 2.375" PRODUCT REVISED FOR ALL HEADS: n ur; rr ��u r Head/Sill C 1 as complying with the Florida t LYI,+ rri Jamb 5 - o Coda 14OAN 20-0429.05 FIGURES PERTAIN TO THE FOLLOWING HEAD P-hook 7 CLUSTERANCHOR LOCATIONS: Expiration Date:04/14/2021 \'^�: 'XP B Ica- i.G4,s. = � � 140.56705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 yl— _ �' ' :r Miami-Dade Product Control _ ANCHOR LOCATIONS Bm J ROSOWSKI — P TAT, F (V B)NO CHANGES THIS SHEET. 03/23/20 %C S'•'< pIJP,.•��5�` Head/Sill C31 1070 TECHNOLOGY DR �� /rSrC/iILCC` \ Jamb 5 N.VENICE,FL 34275 P-hook 7 (941). -480-1600 ; A LYNN MILLER,P.E. REGISTRATIONY2929a SGD-5570 NTS 120E 21 0 MD-5570.0 B p,E.#58705 FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 2.375" 4.75" 7.125" 6" MAX. 21.6" 21.6" 21.6" Head/Sill C3+1 Jamb I5 MAX. MAX. MAX. P-hook 7 O.C. EXTERIOR O.C. EXTERIOR O.C. T—E�RI°R OPT.ANCHOR TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX MAX MAX. — REQUIRED TO MEET MIN.EDGE DISTANCE I 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 (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ V X.500" SILL SILL EXTERIOR SILL (� EXTERIOR 4 EXTERIOR 6"MAX. (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190";1\ (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190';� — (ER TRACK WEEP HOLES TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY WE24"EP @ NOTC1.125"H X.190'; 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) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida Building Code �`.• ........• / FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB NOA-No. 20-0429.05 Q)_ ���'L�rSn'•.1�� —jP-HOOKI ANCHOR LOCATIONS: Expiration Date:04/14/2021 _ _ No.50705 •� L@ VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By'—I s:_7 I. s.. F Miami-Dade Product Control cYi ANCHOR LOCATIONS Cm J ROSOWSKI �O ATE P rc B)NO CHANGES THIS SHEET. 03/23/20 %i S•; ••'•' • '� Headlslll c3+1 NaL Jamb 5 1070 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 A LYNN MILLER,P.E. (941)-480-1600 SGD-5570 NTS 13 OF 21 MD-5570.0 8 REGISTRATION 429296 P.E.#68705 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: FouowuS4G90-ooNERSLL ANCHOR LOCATIONS: 10° 4" q„ q„ q„ �J1 q„ q„ q„ 4„ Head/Sill (63 1 Jamb 5 3.22" EXTERIOR 3.22"EXTERIOR P-hook 7 2-TRACK 90'CORNER 2-TRACK 90°CORNER "C4"ANCHOR LOCATIONS IV 'CG"ANCHOR LOCATIONS IJ 2-TRACK 90°CORNER EXTERIOR 2-TRACK 90°CORNER EXTERIOR (USE WHERE•C3"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) "04'ANCHOR LOCATIONS n "C6"ANCHOR LOCATIONS n (USE WHERE-C3"IS SPECIFIED) 15 (USE WHERE"C5"IS SPECIFIED) R H fa 1 4„ q„ 4" PRODUCT gREVISED 4 a with the Florida Building Code NOA-No. 20-0429.05 Expiration Date:94114/2021 4„ q„ 4„ 4" o By: MI..[-Dade Product Control EXTERIOR 3•22 EXTERIOR 3.22 3.99" 3-TRACK 90°CORNER 3-TRACK 90-CORNER rl 3-TRACK 90"CORNER EXTERIOR IOR 3-TRACK 90°CORNER EXTERIOR "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS V •04"ANCHOR LOCATIONS 1 y °C6"ANCHOR LOCATIONS 1 y (USE WHERE"C3•IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE•CY IS SPECIFIED) v (USE WHERE"C5'IS SPECIFIED) v 4" _.•_ 1vo.53705 ���•.• A7E :•G 3.22" 4„ 3.22"EXTERIOR EXTERIOR EXTERIOR EXTERIOR 4-TRACK 90*CORNER 4-TRACK 90°CORNER 4-TRACK 90°CORNER n 4-TRACK 90°CORNER '�r111111111��\ "C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS V 'C6"ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) (USE WHERE•C3"IS SPECIFIED) (USE NHERE-05-IS SPECIFIED) A LYNN MILLER,P.E. NOTES: P.E.#56705 FIGURES PERTAIN TO THE FOLLONNO90•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: jj VINYL SLIDING GLASS DOOR NOA(LM) A 10/05116 90, 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. J�nf ANCHOR LOCATIONS D3 J ROSOWSKI Head/Sill C3 1 Jamb 5 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. 03/23/20 P-hook 7 DISTANCE IS 2.375" W2.379' W2.3751. FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �g N.VENICE,FL 34275 (941)480-1600 �' SGD-5570 NTS 14 0E 21 MD-5570.0 1111B REGISTRATION#29296 FIGURES PERTAIN TO THE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 135-CORNER SILL ANCHOR LOCATIONS: 135° 4" 4"e4" 4" 4 HeadlSlll 1 EXTERIOR Jamb 5 3.22" ;;4 EXTERIOR *0' p-hook 7 2-TRACK 135°CORNER 21RACK 135'CORN 2-TRACK 135°CORNER �/ 2-TRACK 135°CORNER 'C4°ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) 'G7"ANCHOR LOCATIONS 'C ANCHOR LOCATIONS (USE WHERE"C3°IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) 4" 4" 4„ 4„ 4„ PRODUCT REVISED _ REXTERIOR as complying with the Florida Building Code NOA-No. 20-0429.05 4 Expiration Date:24/14/2021 PEXTERIOR �I— EXTERIRIOR EXTERIOR By. �/ 3.22" �7 3.22" Miami-Dade Product Control 3-TRACK 135°CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135°CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 'C LOCATIONS 'C ANCHOR LOCATIONS (USE W ANCHOR WHERE"C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4„ 4" 4„ #4' 1, Y•_'✓; 1 �Ji11,1 i 4„ NO 55705 EXTERIOR — PAI'EXTERIOR EXTERIOR - 0�' S �F 4-TRACK 135'CORNER 4-TRACK 135*CORNER v'C4"ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS 4-TRACK 135"CORNER 4-TRACK 135°CORNER S/ONAL (USE WHERE°C3" W ANCHOR IS SPECIFIED) (USE WHERE IS SPECIFIED) "C LOCATIONS 'C W ANCHOR LOCATIONS i/j 11 I I 11111 (USE HERE'C3°IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 13S'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Et J ROSOWSKI Head/Sill C3 1 Jamb 5 3)TRACK-TO-TRACK K a� B)NO CHANGES THIS SHEET. 03/23I20 P-hook 7 DISTANCE IS 2.375" 2.375" V2.375.. FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR �� N.VENICE,FL 34275 480-1600 REGISTRATION 929298 l]ISGD-5570111 NTS 111 15 OF 21 c MD-5570.0 B AIN HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: F'SPLICEDSILLAaCHORRLOCATIO LOCATIONS: SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION_ 4" LOCATION LOCATION 4" 4" EXTERIOR 3 22" EXTIE�RIOR 3,22" EXTERIOR EXTERIOR Head/Sill C3 1 CK SPLICE Jamb 5 2-TRACK SPLICE rl 2-TRACK SPLICE ANCHOR SPLICE 1' "C6"ANCHOR LOCATIONS P-hook 7 "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS ANCHOR LOCATIONS (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 LOCATION 4„ LOCATION 4" LOCATION q" 4.75" 0 0 PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOREXTERIOR Building Code Q" 8e complying with the Florida �n� 3-TRACK SPLICE 3-TRACK SPLICE 3-TRACK SPLICE V 3-TRACK SPLICE •C4°ANCHOR LOCATIONS "C6•ANCHOR LOCATIONS NOA-No. 20-0429.05 v •C4"ANCHOR LOCATIONS v °C6'ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) Expiration Date:24/14/2021 (USE WHERE"C3"IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) MlamlDade Product Control SPLICE 4.76' SPLICE 4" LOCATION LOCATION SPLICE SPLICE LOCATION LOCATION 4" 0 EXTERIOR EXTERIOR —� EXTERIOR 3.22 EXTERIOR ``• l i'II N I� ' I�I 3.22" 3.22" �. 'i 4-TRACK SPLICE �J 4-TRACK SPLICE 4-TRACK SPLICE 4-TRACKSPLICE `; t� '!i•�� "C4-ANCHOR LOCATIONS °C6"ANCHOR LOCATIONS ,T�•'' �''''I'I°mac !`�F�� 'C4"ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS (USE WHERE"C3-IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) fy % (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) NOTES' .Ft.:}r.On. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. '1jIIIcl11�1' FIGURES PERTAINTOTHEFOLLONNGSPUCED 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.ase�os 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" E t2.3751, 2.375" 18 FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 18� J ROSOWSKI rc B)NO CHANGES THIS SHEET. - Ir 03/23/20 Head/Sill I C31 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED bg Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR N.VENICE,FL 34275 � rcg P-hook 7 (941)-480-1600 SGD-5570�11 NTS 16 OF 21 c MD-5570.0 B RE-GISTRATION429296 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL DOUBLE OUTSIDE 90° �IDE OUTSIDE 135° INSIDE 135° F-- ASTRAGAL SINGLE SINGLE INTERLOCKTYPES FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN I DOUBLE EXTERIOR GLAZED M LOCKSTILE INTERLOCK SINGLE F PP K BL oxom L TC TA TV TW �=' ' ASTRAGAL INTERLOCK II11 J LOCKSTILE OUBLE SINGLE B E P A C C SC SA V v S SD INTERLOCK �^�"�^'� INSINGLE TERLOCK INTERLOCK �/ _ W IN Boxoup ampo a DOUBLE FIXED RR R S S FC FD FV � FW A INTERLOCK LOCKSTILE STILE Boxa)T) (Oox00 W LOCKSTILE D �/� U ASTRAGAL C� LOCKSTILE —J W/HANDLE �Y� J J BoxouD BoxM) DOUBLE SINGLE ASTRAGAL LR T U DS INTERLOCK INTERLOCK BOX OUT /earouD W ASTRAGAL N T U J BOX IN C/J OUT.90° WASTRAGAL CT CS CF Z RECEIVER Q N.90' ASTRAGAL ,Q�L7+ a RECEIVER AT ' • DF PRODUCT REVISED as complying with the Florida ASTRAGAL VT VS VF NOA-No.Code 20-0429.05 RECEIVER Expiration Date:04/14/2021 IN.'AG I/I T WS WF ASTRAGAL `/y BYE RECENER Miami-Dade Product Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES$DESIGN PRESSURE. r`. '�,%ci) �'•���� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 a No.5.9705 NOT AVAILABLE. - PANEL TYPES m J ROSOWSKI - p 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® � �r-' 1p"T'F�P E. rc B)CORRECTED"E"PANEL TYPE NAM 03/23/20 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ;d'S. _ TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR �� QA,t�,{_': •, N. )VENICE,FL 34275 r (941)480-1600 SGD-5570 NTS 111 17 OF 21 1111 MD-5570.0 B A LYW MILLEIR,P.E REGISTRATION t1292% P.E.#58705 l r•291 061 ,762 I�-5.875--�I 10.635 540 125 -1'I t�-,550 ❑ 1.812 0 pp •100 0 681 500 _062 .930 r�v �J 1.928FI - .100 A dQ®�[��® �r FRAME E SCREW .301 J INTERLOCK CAP, Q 2 TRACK HEAD/JAMB © 4 TRACK SILL O COVER(PVC) ®ANCHOR PLATE TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 231 613 -060 --'-1 2.060 � .100--I 1 --- 8.250 8.250 J-I 1.435 -►1 062 r ppi�pp T .080 p� r O.100 p .949II �� 1.983 1.813 I p p l� 1.6ii81 �uu-�uul-•062 060 .100 dQ®��a ®I_ 11 BOTTOM SUPPORTRAIL 12 OUTER COVER SILL SILLTRA13 COVER CK 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL 229 .094 •125' 10.625 540 •540 �'2913.000 `.06�� ,075 -2.975- �r 2.141 5.875 j J�- LLL J �+ T Imo-2.6071.406 ° o❑ p❑t � p❑t 113b, 100 0 681 626 III-.062 5I10- 14' .062 329 1.813 I 100 ® E= 19 KEEPER ©KEEPER 21 BAR COVER REINFORCEMENT 22 REINFORCEMENT FIXED PANEL CLIP ®REINFORCEMENT O5 4 TRACK HEAD/JAMB (2)2 TRACK SILL 2 511 a r-2.838-�-I 1.570 r+ 1.625 I+- 1.595 r 1.595 309 2.696- .080 Z,p73 �-,099 3.483 125 n 1 -� 3 2.368 Q ](38 .400 g 2.OIz5 �,312 •070 2.210 .09075 2.116 4.635 4.279NIL .100 L1 .300- Ir� B � INTERIOR JAMB COVER L r1 875G+- PRODUCT REVISED 110 I►- -�I I'-•188 .120 -� •182 .120 Ir-.182 2.291 .100 12.710 as complying with the Florida TOP,BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building Code AND STILE © AND STILE ©REINFORCEMENT, ©REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No. 20-0429.05 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date-04/1412021 REINFORCEMENT By.-1G1-7 t' a 326 �-3.345 NOTES: Miami-Dade Product Control 3.452 e2175 �•919 1)SEE SHEET 4 FOR .125 3.209 .060 3.713 090 L SILL RISERS. 125 -� 3.345 O60 .046 1.500 3. 2)SEE SHEET 20 070 �29 065 u .919 FOR SCREEN PARTS. .300 1.170 35 135'CORNER 36 37 38 135°CORNER 135'CORNER 135°CORNER 90°CORNER 90'CORNER 41 90°CORNER 3)ALL DIMENSIONS 39 40 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR ` ,aY L�'1',r1j,/ -1.912 912 .210 252- 173 140.58-105 .065 -1 VINYL SLIDING GLASS DOOR NOA(LM) 8 10/05/15 1.261 .062 1.261 1.261 1.261 I�I1.261 (f EXTRUSIONS JROSOWSKI ,T �` 80 . 7/16" 81 7/16" 8 1"1/16"1 83 1-1/10" ' gq 7-3/16 rc B)NO CHANGES THIS SHEET. �$ 03/23/20 . '•.'<o tul- SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD �, / 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS [11 18 OF 21 MD-5570.0 k B A,LYNN MILLER,P.E. REGISTRATION 029296 P.E.#58705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB CLIP INTO ATTACHMENT (4)CLIP ANCHOR &SUBSTRATE, ASSEMBLY PANEL INSTALL ONE BLOCK AT s< HEADER TYPE AS USED STILE o USING 4 BLOCK �J IN INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL 93 3 #10 X d TABLE 1 ONE BLOCK THAT 1.5"SMS ' SPANS BOTH PANELS. I e0 13)SMS O q o o d 23 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE z3 PANEL MIDSPAN OF EACH FIXED B5 X -1/ CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8 X 1" � SMS 90 (4)#10 z1 BAR COVER \ X 2"SMS 9s 22 REINF.BAR 91 #8 X 1-1/4'SMS � I � KEEPER 19 I � N ---( / \\ (4)THRU KEEPER @ MAX Qd _ 3.5"O.C.,SEE SHEET 19 cep JAMB TO KEEPER TO JAMB �n SILL ASSEMBLY \ \ ATTACHMENT LOCKING JAMB d PRODUCT REVISED REINFORCEMENT PLATE �Q as complying with the Florida Building Code ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER 19 . A -N o . 20-0429.05 @ 34-1/2"MAX O.C. OXXX SHOWN n Expiration Date:04/14/2021 --�® Miami-Dade Product Control ( o� (4) lox 9e 2"SMS e0 INTERLOCK INTERIOR ti CLIP COVER \� INTERLOCK NOTES EXTERIOR 24 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. G ........, ,r;; BOTTOM RAIL °� 94#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. >���• �iCigl,,p� �CC ' SUPPORT 17 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS E ;-: Mo.59705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 THROUGH SUPPORT, 9z INTO PANEL PANEL ACCESSORIES INSTALLATION Jm J ROSOWSKI ;-;34#lox ASSEMBLY ® $ INTERLOCK SILL RETAINER 1-1/2"SMS rc B)NO CHANGES THIS SHEET. ag 03/23/20 '_ ^,' f10,^.Inr,.'.•\�': CLIP ATTACHMENT ALL PANEL CORNERS `�S- WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR a �� i;'O/0-NAl; INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 19 OF 21 ji MD-5570.0 $ B A.LYNN MILLER,RE REGISTRATION 429290 P.E.$59705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� OOR 3OOR 5 Imo, 125 ❑10� 108 OOROOR 5 0� 121 133 123 132 129 102 119 103 — - III 111 108 �J 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 32 131 104 102 111 ISO PjHjORIZONTAL 0 121 1111 OOROOR 5 ❑�o 122 1ROoR sO t1s1 oROoRO HORIZONTAL SECTION EXAMPLE 100 120 am SECTION 1 t7 1.081— 1 I+ 1.081 EXAMPLE 1.202-1-�-� 1.778 1.778 :�4135 875 -► OH 50 -�i 050 .045 875 r- 1.020 r- SCREEN SCREEN SCREEN OXO 1.993 � 1.993 , 1.874 � 120 FRAME 721 SIDE RAIL, 1�ASTRAGAL jL 11LL � RAIL LATCH ADAPTER 062 -�I�-.062 )+ .062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN B complying with the Florida t00 m1 taz ��--►►111.435 _ Building code TOP RAIL BOTTOM RAIL SIDE RAIL .725 I Non-No. 20-0429.05 OR .765 .782 Expiration Date:04/14I2021 040 113 OR 114 1.020 f-�— 1.593 —�1.373 728 .062 Miami-Dade Product Control 101 120 OSCREEN VINYL OFRAME SILL 2 oR04 oROe 1.872 Ol 2 R^ RO t23 ADAPTER 124 ADD ON SCREEN 0 .055 1.833 Vo 1 124 107 O .372 D � da� to3 BOX 104 BOX 1os BOX SCREEN d�Q OSCREEN OSCREEN OOXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER lv VERTICAL SECTION \�� ����{L`I i:'li1�b EXAMPLE �.. 'r •. EXAMPLE NOTES: ����t, `1 gip• .• ro,5 306 1)ALL DIMENSIONS IN INCHES. 055 1.487INO SH705 1.510 VINYL SLIDING GLASS DOOR NOA(LM) a 10l05/15 _ '� Z - C T n 0 I4 � SCREEN DETAILS m` J ROSOWSKI =;O '• �%J �.(� LU, OBOX SCREEN BOX SCREEN BOX SCREEN HEAD ® U 1os 107 1ne ^h•.,•.FLin?rot.••'-\�: ASTRAGAL OSILL ADD-ON (BAND JAMB ADD-ON B)NO CHANGES THIS SHEET. a 03l23(20 %,:��� •...... v ADAPTER 1070 TECHNOLOGY DR �� �()NAI- 1`L� N.VENICE,FL 34275 (941)480-1600 SGD-5570 NTS Ill 20 OF 21 Jill MD-5570.0 6 B A LYNN MILLER.P.E. REGISTRATION 029296 P.E.4 58705 �1 TABLE C: TABLE D:BOX SCREEN _ # Part# Description Material k44 Part# Description Material # Part# _ _ Description Material 1 19001 2-Track Head/Jamb Rigid PVC 19085 Sill Riser-(2-112") 6063-TS Alum. 100 12256 Box Screen Top Rail 6063 T5 AI 2 19002 2-Track SIII Rigid PVC 19022A Sill Riser-(31/2") fi063T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T5 Al 3 19025 3-Track HeadlJamb Rigid PVC 19023A Sill Riser-(4-1116") 6063T6Alum. 102 12256 Box Screen Side Rail 6063 T5 Al 4 19026 3-Track Sill Rigid PVC 19024A Sill Riser-(4-5/6") 6063-TB Alum. 103 64428 Box Screen Interlock 6063 T6 Al 5 19027 4-Track Head/Jamb Rigid PVC 718609W .187"x.320"Flnseal(Stile) 104 17347A Box Screen Snap-on Bug Flep 6063 T6 Al 105 64345 Box Screen OXO Astragal Adapter 6063 TB At 6 19028 4-Track Sill Rigid PVC 71695K 1-1/2"x 1"x 314"Fin Seal Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 AI 7 19009 Frame Screw Cover Rigid PVC 71696 Dust Plug 107 19039 Box Screen Frame SIII Add-on 6063 T6 Al 8 19031 Anchor Plate 6063-T6 Alum. 60 419041 Intedock Clip Cover PVC 108 19038 Box Screen Head/Jamb Add-on 6063 T6 Al 9 19007 Track Insert 6063-TB Alum. 61 78153X Tandem Roller Assembly SS 109 720X1X #14-20 x 1"MS @ Top Rail SS 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 110 720X1Ilk #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 111 71793G jWstp,.27Wx.15o"-Fin Seel 12 19006A Outer Sill Cofer 6063-T6 Alum. 64 419042 Frame Header Block Nylon 112 61605K Wstp,.18T'x.50T @ Bug Flap 13 19011 Sill Track Cover Rigid PVC 65 48052 Roller Adj.Hole Plug PVC 113 7SRAZ Standard Roller Nylon 17 1 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-T6 Alum. 68 71696G Sill Plug pVC 116 419053 Screen Keeper Steel 20 19029M Keeper 6063T6 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/Ss 117 76X1PPA #6 x 1"Ph.PH SMS Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10-32x 1"Ph.FH MS @ Lock SS 118 1692134 Screen Spline-.157&.165' Vinyl 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast 27nc 119 1816C20 Screen Cloth Fiberglass 23 19037M Fixed Panel Clip 6063-T6 Alum. 72 19054 Interlock Retainer Gip Nylon TABLE E:STANDARD SCREEN 24 19035M Reinforcement Plate 6063-T6Alum. 75 Kommerling4SGTPSSpacerSystem # Part# Description Material See Sheet 25 19017M Top Rail,Bottom Rail and Lockstile 6005-T5 Alum. 76 Quanex Super Spacer nXTwith Hot Melt Butyl 10 for 120 12033 screen Frame Rail 6063 T5 Al 26 19046 Reinforcement Composite 77 Quanex Ouraseal Materials 121 12026A Screen Frame-Side Rail(Latch) 6063 TS Al 27 19018M Intedock.300 Reinforcement,Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer 122 77363 Screen OXO Astragal Adapter 6 Rigid 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 190128 Frame Sill Screen Add-on 8063 T6 Al 30 19083 Extended Pocket Interlock Adaptor 6063TBAlum. 81 7/16"Beveled Bead Rigid PVC 125 6FP95K Bug Flap,85*/-5 duro. Vinyl 31 19005 Interlock Adaptor Rigid PVC 82 19044 1-1/16"Beveled Bead Rigid PVC 126 78X172PSATS 98 x 1-1/2`Ph.PH SMS(Assembly) SS 127 712027 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 Wheal Assembly(HD) SS 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC r86 19016 1.3116"Ogee Bead Rigid PVC 129 vales Screen Locking hardware Steel 34 19040 interior Jamb Cover 6063T6 Alum. 71725K Setting Block 1l2"x 4"x 1/16",85+/-5 duro. Neoprene 130 710X34PPSDAX #10 x 3/4"Ph.PH SMS @ Screen Ast. SS 35 19076 135'Corner Astragal 6063-T6 Alum, 71726K Setting Block 1"x 4"x 1/16",85+/-5 duro. Neoprene 131 78X12PPSMSX #8 x 112"Ph.PH SMS @ DoorAsl. SS 36 19077 135'Comer Astragal Passive Mount 6063-TB Alum. 781 PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 132 1692J314 Screen Spline-.145" Vinyl 37 19079 135'Corner Astragal Cap-Ext. Rigid PVC 78X114PH PT41OX #8 x 1-1/4"Ph.PH SMS @ Reinf Bar SS 133 1816C20 Screen Cloth38 19080 135'Comer Astragal Cap-Int. Rigid PVC 710X1PHPT18-8X #10 x 1"Ph.PH SMS @ Rail Support SS NOTES: 39 19078 90'Comer Astragal 6063T6 Alum. 71OX115PPX #10 x 1-1/2"Ph.PH SMS @ Fxd.Pnl.Clip SS 1)ITEMS 914-16,4649,53-59,73,74&87-89&99 ARE NOT USED AND ARE 40 19081. 90'Comer Astragal Cap-Ext. Rigid PVC 94 710X25PHPT18-8X #10 x 2-1/T'Ph.PH SMS @ Reinf.Plate/Ast. SS NOT PART OF THIS APPROVAL. 41 19082 90'Comer Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS as com I rn with the Florida 96 710X1.75PPX #10 x 1-3l4"Ph.FH SMS @ Ast.Mount SS P y 9 Building Code TABLE F: 97 710X34PPX #10 x 34'Ph.PH SMS @ Ext.Pkt.Int. SS NOA-No. 20-0429.05 ` '`'`�•' `/�a .• Material Min.Fy Min.Fa 98 710X2PPX #10 x 2"Ph.FH SMS @ Keeper SS Expiration Data:04/14/2021 '. #12 Steel Screw 92 ksi 120 ksl By:_1.,_2 1 �_4"",•• _ �,: No.58705 Y #12410 Screw 90 ksi 110 ksi VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Miami-Dade Product Control =-D 114'DeWalt/Elco Aggre-GatorN+ 57 ksi 96 ksi 1� a'0:.�-` J ROSOWSKI ;O�'. TATEO 1/4"Elco UltraCorA1 155 ksi 177 ksi PARTS LIST 1/4"DeWalt UltraCon+O 148 ksi 164 ksi ® �s ...�R.... rc B ADDED BCKBDG.TYPES&TABLE F. d 03/23/20 iS/O 1/4"410 SS DeWaINEIco CreteFlex® 127.4 ksi 189.7 ksi ) ,, /VAL Fv1vv 606115 Aluminum 16 ksi 22 ksi 1070 TECHNOLOGY DR ¢� A36 Steel 1 36 ksi 58 ksi N.VENICE,FL 34275 Gr.33 Steel Stud 33 ksi 45 ksi 941-480-1600 A LYNN MILLER,P.E. ( ) SGD-5570 NTS 21 OF 21 MD-5570.0 B p,E,#59705 REGISTRATION g291Be