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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DARE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Pov/economy PGT Industries Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5470"Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470 Rev B,titled"Vinyl Sliding Glass Door NOA(NI)", sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15 and revised on 04/22/20,signed and sealed by Anthony L.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: None: Applicable Hurricane Protection devices,complying w/FBC,required. Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(see tables B-1 &B-2, sheets 7-8)and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been,filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-0420.07 and consists of this page 1,and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.20-0429.06 QMIAMMI-�DADE COUNTY Expiration Date: April 21,2021 Approval Date: October 08,2020 Page 1 Y 'E 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. I1-0107.09) 2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA(NI)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10105115,with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller,P.E. B. TESTS 1. 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)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 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Canso,P. E.(Submitted under NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22)per TAS 201/203-94,issued by Fenestration Testing Lab,Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab,Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab,Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 154210.01). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. (Submitted under NOA No. 15-1210.02). 2. Glazing complies with ASTME-1300-02, -04 &-09. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.06 Expiration Date: April 21,2021 Approval Date: October 08,2020 E-1 e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-51 Edition (2014) and FBC-611 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. G. OTHER 1. Notice of Acceptance No. 15-1210.02,issued to PGT Industries, for their Series "5470"Vinyl Sliding Glass Door (Reinforced)—N.I.", approved on 03/0316 and expiring on 04/21/21. 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. SGD-5470 Rev B,titled"Vinyl Sliding Glass Door NOA(NI)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15 and revised on 04/22/20. signed and sealed by Anthony L. Miller,P.E. t" Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.06 Expiration Date: April 21,2021 Approval Date: October 08,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 71 Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and-16. D. QUALITY ASSURANCE Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non—White)Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/hr.-ftz-OF,ASTM F 1249 W FIR-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.- ftz-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20OF in 48 hrs.(Submitted under NOA No. 15-0409.05). i 5c(1[7 1. L4tin-1. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.06 Expiration Date: April 21,2021 Approval Date: October 08,2020 E-3 J f. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 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 71 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. G. OTHERS 1. This NOA revises NOA#17-0420.07 and updates to FBC2020 (7`h Edition), expiring 04/21/21. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq I. Chanda,P.E. 1 s�G� �• L��n�k Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.06 Expiration Date: Apri121,2021 Approval Date: October 08,2020 E-4 SERIES 5470, NON-IMPACT RESISTANT SLIDING GLASS DOOR IMPACT RATING DESIGN PRESSURE RATING NOT RATED FOR MISSILE SEE TABLES 1,2&B1,82 GENERAL NOTES: INCLUDING POCKETS & 900/1350 CORNERS IMPACT RESISTANCE ON SHEETS'&8 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. TABLE A: 2)DESIGN PRESSURES: Group Anchor Substrate Frame Member Distance Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. P.T.Southern Pine,(SG=0.55) HeadlsilVJamb/P-hook 9116" 1�I8" B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. #12,steel SMS.(G5)or Aluminum,ern Tye((SG=00.125"min.) HeadlSill/Jamb/P-hook 318" 1/8" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.sMS Steel,A36•,(0.060"min.) HeadlSill/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 (min.11 threadslin) Steel Stud,A653 Gr.33•, 0.071"min.) Head/sill/Jamb/P-hook 3/6" 0.071"(14 Ga.) INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4"Elco Ultracon HeadIsilVJamb/P-hook V 1.418" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4"DeWalt Ultracon+ P.T.Southern Pine,(SG=0.55) Jamb 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco 410 S.S.CreteFlex Head/Sill/Jamb/P-hook V 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) HeadlSill/Jamb/P-hook 9116" 1-3/8" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(min.2.85 ksi) P-hook 1" 1-318" BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1/4"Elco Ultracon Head/Sill/Jamb 1-3/16, 1-318" 6)REFERENCES(NONS):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR ANCHOR Ungrouted CMU, ASTM C-90) Jamb/P-hook 1" 1-1/4" NOA'S,VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC Concrete,(min.3 ksi) Head/Sill/Jamb 1-1/2" 1-3181, 1/4"DeWalt Ultracon+ P-hook 1" 1.3/8" NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA Ungrouted CMU, ASTM C-90 Jamb/P-hock 1" 1-1/4" REFERENCES(TEST REPORTS): FTL-6337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; C Ungrouted CMU,(ASTM G90) Jamb/P-hook 1-3/4" 1-1/4" CAMBRIDGE 535753-09; 1!4"DeWaIVEIco 410 S.S. Ungrouted 1-a/16" 1-3/4' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE CreteFlex Concrete,{min.3.35 ksi) P.hook HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Concrete,(min.2.22 ksl) Head/SiIVJamb/P-hook 1-1/2" 1-316, 1/4"DeWaIVEIco 16-8 S.S. FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR Ungrouted CMU,(ASTM C90) Jamb/P-hook 2" 1-1/4'. ' PLASTICS,(COMPONENT REQUIREMENTS). Aggre-Gator P.T.Southern Pine, SG=0.55 HeadlSill/Jamb/P-hook 1" 1-3/8" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. 1/4"Elco Ultracon Concrete,(min.2.85 ksi) Head/SIIVJamb/P-hook 2-1/2" 1-318" 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Un routed CMU,(ASTM C-90) Jamb/P-hook 2-1/7' 1-114" 10 THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. 1/4"DeWalt Ultracon+ Concrete,(min.3 ksi) Head 2-1/2" 1-wall D Un routed CMU, ASTM G90) Jamb/a mb/P-hook ook ook 2-1/2" 1-1/4" ANCHOR NOTES: 1/4"DeWalUElco 410 S.S. Concrete,(min.3.35 ksi) HeadlsilVJamb 2-1/2" 1-314" CreteFlex P-hook 2-112" 1-3/8" 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY I Ungrouted CMU, ASTM C-90 Jamb/P-hook 2-1I2'. 1 1-114" APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO PRODUCT REVISED REQUIREMENTS. MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA as complying with the Florida 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Building Code 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL NDA-No. 20-0429.06 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Expiration Date:04/21/2021 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE FOR THE MINIMUM STRENGTHS OF Miami-Dade Product Control REVIEWED BY THE BUILDING OFFICIAL. ANCHORS AND SUBSTRATES,SEE TABLE GENERAL NOTES.............1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED F,SHEET21. EXAMPLE CONFIGS..........2 BY THE AUTHORITY HAVING JURISDICTION. INSTALL DETAILS..............3-6 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, DP/ANCHOR TABLES 7-8 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE EXAMPLE............................9 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF CODES/STANDARDS USED: GLAZING DETAILS............10 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION ANCHOR LOCATIONS.......11-16 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES...................17 OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •ASTM E1300-09 •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION EXTRUSIONS.....................18 INSTRUCTIONS: .ALUMINUM DESIGN MANUAL,ADM-2015ACCESSORIES a SI SIOD SCREEN DETAILS.............20 o LYNNIlrr'�, 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •AISC 360.16 PARTS LIST........................21 ` '��cENSF M��l�� SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. VINYL SLIDING GLASS DOOR NOA(NI) 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 �m J ROSOWSKI l�'•. FEF 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS ® 2j�n ` SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. z B)UPDATED TO FBC 2020,ANCHOR TYPES�a 03/23/20 ';�p'• FLORIO?. N� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN i S G PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR � i��S�ONAL lE\`N 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 SGD-5470 NTSIll 1 OF 21 a z MD-5470.0 g A.LYNN MILLER,P.E. REGISTRATION e29298 O 2 P.E#59705 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 _ a� PER TABLES 1&2 ' I PER TABLES 1&2 ' �- PER TABLES 1$2 a i MAX.UNIT a / g MAX.UNIT g / ' / ' �� MAX.UNIT a ' a ' Id MAX.UNIT HEIGHT �� HEIGHT /s / B to HEIGHT 9 a g I^ a 3 3 I^ HEIGHT PER TABLES 1&2 li PER TABLES 1&2 / / PER ° I� PER TABLES 1$2 � � � �� TABLES 1&2 / r / / L— L-E,I �— '°NET / / / POCNET I N / / POG ET N 1-PANEL q 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS ° a MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH I NOM.PANEL WIDTH 4 I PER TABLES 1&2 PER TABLES 1&2 ' PER TABLES 1&2 7 T MAX.UNIT 5 3 3 — , 3 3 3 3 I I� MAX.UNIT I° HEIGHT / 3ETHIg MAX.UNIT 8 3 3 3 3 3 g / NOTE HEIGHT 3 3 ] 3 I HEIGHT 3 3 3 a I PER PER TABLES 1&2 / / Io TABLES 1&2 r ' / BHE�. I i PER TABLES 1&2 / / / / / o Po°NET IN / / / / / IN m J J TYP. 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER, ° 4 q OVIBIOE COBNER SHO`Ml INSIDE rARNER gIMRAR MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCT REVISED as complying with tho Florida NOM.PANEL WIDTH Building Codo a NOM.PANEL WIDTH a NOA-No. 20-0429.06 PER TABLES 1&2 PER TABLES 1&2 I --I. �F— Nr--—I Expiration Data:04/21/2021 3 ] 3 3 3 3 6 8 3 3 3 J 3 3 I ; Miami-Dade Product Control MAX.UNIT Id MAX.UNIT 3 I� HEIGHT 3 3 3 3 3 / I HEIGHT 3 3 PER TABLES 1&2 Ig PER TABLES 1&2 / / m°J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9116" 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" `WYILY/V 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" ;� `j .....••••.�V4�� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" P�,.•' 4iCENSF •,��� s ? 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. � VINYL SLIDING GLASS DOOR NOA(NI) � 10/05/15 � r: No.58705/' '•. � EXAMPLE CONFIGURATIONS J ROSOWSKI •.v� '�` 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND �` REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® -O s ATE o —DETAIL LETTER z B)NO CHANGES THIS SHEET. agg 03/23/20 ', `�cs•..F(oF p„•.•'-��`�` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1$2. 0 1070 N. TECHNOLOGY ECH ,OF OO 42 DR 'fi g �''/i�0NAL 1111 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT1 SHEET NUMBER (941)-480-1600 SGD-5470 NTS 2 OF 21 1 MD-5470.0 9 B A LYNN MILLER,P.E. REGISTRATION#28286 P.E.#58705 DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRUIXWOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF3 INro MAsoNav FACING Exr. THREADS BEYOND THE CONCRETE/CMU PER INTERLOCK INTO METAL ANCHOR REQUIREMENT FRAME WIDTH METAL SUBSTRATE —III 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, .r I sa MAX ze^O.C. HEIGHT IS OVER 96" 91 21 19 EMBEDMENTAND {, a EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE "'� ;- 71 q o TABLE A,SHEET 1& - Q so NOTE 3,BELOW DAYLIGHT 10 INTERIOR ���27 OPENING — _ U�� ze zs e o WIDTH o 33 e o d T , EMBEDMENT .. q P o a 31 9 EDGE �' d • DISTANCE"-` �• 82 (435.0CK SEES HEFT 9 98 EDGE • 0 25 o z6 EXTERIOR DISTANCE SEE NOTE B. 84 I I 25 O 2e.' 6 z OR v SEE NOTE fi, 1/4"MAX. iXOR2XWOOD THIS SHEEP SENOTE V SHEET �I 8 ANCHOR � / BU THIS SHEET CKSTRIP,SEE SEE NOTE 6,THIS SHEET 28 � 32 EMBEDMENT / NOTE 3,SHEET 1 L__———— J� #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE,. PLATE AT 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY I/ HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED).ANCHOR EDGE DISTANCE PER SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 DETAIL B2 TABLES,SHEET & DETAIL A2 INTERLOCK INTO MASONRY `\ ASTRAGAL NOTE 3,BELOW FACING INT. 2X WOOD BUCKSTRIP OR INTO zx wooD REQUIRED IF DOOR EMBEDMENT — FRAMING,SEEANCHOR 19 DAYLIGHT 2181 HEIGHT IS OVER 96° 1/4"MAX.. r4 NOTE 3,SHEET 1 OPENING 22 0 INTERIOR PRODUCT REVISED WIDTH EDGE I I �o oo P zs a z9s3 I II aBsy:_m I s ty.on�dg eIw .ciths,t he Florida DISTANCE :U."N..0 20-0429.06TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET 7 1 yy EMBEDMENTAND ze Expiration Date:04/21/2021 EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE,SEE 8 e 23 a EMBEDMENTAND p q Miami-Dade Product Control TABLE A,SHEET 1& 31 q o o p EDGE DISTANCE NOTE 3,BELOW ix PER SUBSTRATE, SEE TABLE A,SHEET I d Q d EDGE 98(4)THRU KEEPER Q MAX o d 1&NOTE 3,BELOW EXTERIOR DISTANCE �0 3.5"O.C.,SEE SHEET 19 PANEL WIDTH 1/4"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED INTERIOR R EITHER NOTES AINCHORS,SEE XED PANEL LIP& ETTER OR DIRECTION. `�\`\O\,, LYNA/ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ���...cEN�F 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR AS FIXED O zs VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =' No.58705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 12 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL X-SECT. m J ROSOWSKI FRAME ANCHOR LOCATIONS. o x) ' 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. a Off'., ATE F C(7\ 03/23/20 B)NO CHANGES THIS SHEET.rc rc FtoRlo?.•'-�_ 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLONLY z7 ze 1070 TECHNOLOGY DR � i,�S�IOCKS NAL IE ` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1600 SGD-5470 NTS 3 OF 21 $ MD-5470.0 g A.LYNN MILLER,P.E. REGISTRATION#2B2B8 P.E.if 58705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1XBUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR T.P.ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. NOTE 3,SHEET 1 PER ANCHOR DISTANCE SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 DISTANCE DISTANCE EMBED- .. .. EDGE DISTANCE ✓ MENT EMBEDMENT a' " ': EMBEDMENT EMBEDMENT 1/4"MAX. s I 1X O"MAX. 1/4"MAX. o 1/4"MAX. 6 1!4"MAX i nn 8 BUCKSTRIP,SEE Q CJ e so ANCHOR NOTE 3, 8 "TYP. CHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND B3 T SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET 33 NOTES 0 LOCKSTLES, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 0 ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" HORIZONTAL W,SCRE 3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT EVERY ANCHORR DLO HEIGHT=DOOR HEIGHT-11-1/16" ANCHOR PLATE CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" LOCATION (FACTORY INSTALLED) 5)SEE SHEET20 FOR SCREEN DETAILS. DAYLIGHT zs 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTES, SILL RISER PRODUCT REVISED THIS SHEET VARIES WITH EXACT DIMENSIONS. as rnmplying with the Florida Building Codo REQUIRED NOIHNo. 20-0429.06 EXTERIOR POSITIVE Expiration Date:04/2112021 0 a DESIGN 2s PRESSURE, 390 ►i I� By..-I zti o I. duct 02 MlamWade Product Control EXTERIOR � � 61 OR 62 0 � SEE SHEETS .390--i F�-- 7&8. .3907--ri FH- ]I— a 2s OR 2e }-� 390 T 2.370 2. 1/4"1/4"MAX. 33 42 #4z5HOWN L. 1.793 3.464 I 4.041 GROUTAS B #43.45ALSOAPPLY .823 2,8g7 L NEEDED,SEE 18 7 ANCHOR NOTE �7 so 5,SHEET 1 8 U 2 12 Q 8 2-1/2"=TOTAL 060— *- - 060 .060 .060 00 1/4'MAX. SILL HEIGHT WILL RISER WILL RISER SILL RISER SILL RISER 1 I I I rill 42(2-1/2"TOTAL 49 3-1/2"TOTAL as 43 ( . Ny LY141v( (4-1/i6"TOTAL 4-5/8"TOTAL . SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) a� '�;�rrasF ��1 EMBED- ' EMBEDMENT EDGE Q:• :�� MENT DISTANCE No.58705 e VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = *= a _ 5 - EDGE TYP.ANCHOR TYPE, TYP.ANCHORTYPE, INSTALLATION,VERTICAL JROSOWSKI = U '•� �: �_ DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® =� '. �/ EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE Qom•. FAT .71 ZPER TE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, a B)NO CHANGES THIS SHEET. a 03/23/20 .s.,.... ..)*.•''�\�� HOR SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DR ''�S/ANAL e: DETAIL F1 DETAIL F2 N.VENICE,FL.34275 'III I I II I11`` REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, (941ICE,F1600 A LYNN MILLER,P.E. INTO MASONRY INTO WOOD THIS SHEET THIS SHEEP REGISTRATION Il28286 SGD-5470 NTS 4 OF 21 MD-5470.0 B P.E.#58M 2 u 71 Q 25 PQ��L�O INTERIOR 2 35 INTERIOR 4 OR 28 71 19 (4)THRU KEEPER 25 OR 28 37 98 MAX 18.5"O.C. INTERIOR 89 99 @ M S SHEET 9C 33 18 INTERIOR DETAIL H2 I to 0 IUI�O p 96 (4)THRU KEEPER MAX r�J(II a EXTERIOR E:1 3.5"O.C.,SEE SHEET 19 Lo a � OUTSIDE CORNER o O � ®a� O fig �❑ Il n 39 33 O O INTEoRIOR i 25 OR 26 94 MAX 18,5"O.C. EXTERIOR �OR EXTERIOR 25 OR 28 ❑O v 135° IG41 OO90° 39 q c DETAIL G1 F\ DETAIL H1 33 ❑� 135° �O,P a0° MAX 18.5"O.C.94 INSIDE CORNER OO INSIDE CORNER 40 cc� o o�EXT/3E�R 41 IOR INTERIOR � � (4)THRU KEEPER 89 EXTERIOR 1 ..yyam� 1 ee @ MAX 3.5"O.C., SEE SHEET 19 R 18 PRODUCT REVISED as oemplying with the Florida O Building Code O NOIbNo. 20.0429.06 135' 4 Expiration Date;04/21/2027 INTERIOR Dy;_I s�.•.� !•C r++.L. �0 0 Q 2 off® NOTES q 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 OR 28 QUANTITIES,SEE TABLES I&2. 33 38 0 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `.� aNYILY/V/v 35 DEPENDING ON CONFIGURATION. � ��•" ' �Q MAX 18.5"O.C.98 Q�; oGENS' s s9 $$ VINYLS (4)THRU KEEPER M ( ) 10l05/15 GLASS DOOR NOA NI $ 'fi No.5R7a5 @ AX O F ^ 3.5"O.C.,SEE SHEET 19 e8 EXTERIOR = u ` DETAIL G2 $ CORNER ASTRAGAL HORIZ.X-SECT. 1m J ROSOWSKI �\_ OUTSIDE CORNER z B)NO CHANGES THIS SHEET. rc 03/23/20 1070 TECHNOLOGY DR � N.VENICE,FL 34275 (941)480-1600 SGD-5470 NTS 5 OF 21 MD-5470.0 9 A B A LYNN MILLER,P.E. (941)-480-#29296 C P.E.#58705 DETAIL 11 DETAIL 12 OPTIONAL NON- INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR L .` �o Q CONCRETE/CMU INTERIOR POCKET INTERIOR z1 zz TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR s1 DISTANCE,•' ': JAMB ,• 33 ze R z7 AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST ', THIS SHEET 30 q e SHEET 1&NOTE 3,BELOW FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, ,.4; 10 t + FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER OPT. d INFILTRATION. " 21 cc� e ; �: ANCHOR 31 114 MAX. q P +> 13 17 opr. EMBEDMENT :�, POCKET BY OTHERS,SEE :' s. �� i '. 17 OPT. NOTE 6 BELOW. .. .EILRBEP�.. 5.•,. �.� � d • MENT EXTERIORq o FOR DOOR HEIGHTS OVER 96" +; OPT. 1/4"MAX. '.. ','':' .; ...• .•" ANCHOR 10 97 21.9" MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' E%TERIDR CONCRETE/CMU THIS 8 FIG 1,31 d 30 q AND EDGE DISTANCE PER I I EDGE PER ANCHOR z9 R 27 SUBSTRATE,SEE TABLE A,SHEET 1 v DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 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 EDGE 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE DISTANCE �I ISED FRAMING,SEE ANCHOR a complying wl�the Florida EDGE I 9uHding Code NOTE 3,SHEET 1 DISTANCE OPT.ANCHOR NOA-No. 20-0429.06 DETAIL 13 OPT.ANCHOR Expiration Date:0412112021 INTO METAL EMBEDMENT I gy,_"—'2'2 I.C4—T.. 17 OPT. 17 OPT. Miami-Dade Product Control EMBEDMENT per, DETAIL 14 1/4"MAX. q o MAX. p q INTO wood IXTEnRIDR V 10 SEE FIG 1, SEE FIG 1, d o THIS SHEET 31 THIS SHEET 30 20 R 27 EXTERIOR _ 21 91 \J 111111111 EXTERIOR POCKET EXTERIOR POCKET \�`�a�2�N�1cENSLYNF !ll� NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) a 10/05/15 _y7;' No.58705 2)REFER TO ANCHOR NOTES,SHEET 1. _ $i, - 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. P-HOOK EXAMPLES,HORIZ.X-SECT. jS J ROSOWSKI - D '• 91TE 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ® B)NO CHANGES THIS SHEET. 03/23/20 'O<' F (U�� 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. %�( OR�OP,.• _�� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR a +s`S/ AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 a 7j1NAL 1111 E 1�� (941)460-1600 SGD-5470 NTS 6 OF 21 2$ MD-5470.0 94 B A LYP E#58705 P E REGISTRATION g29298 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 Astragal Reinforcement#29 80" 84" 96„ PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 or#26 68-15/16°DLO Height 72-15/16"DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE Std.Interlock Reinforcement#27 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I B I C I D A I B C I D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure 1 +1271/-127.1 psf +120/-120 psf +102.g/_102.9 psf #OF ANCHORS THROUGH THE HEAD&SILL.(IBC:FOR C3+1,3 ANCHORS 16-LO Head/Sill C5+1 C3+1 C3+1 C3+1J+100.211-100.2psf +1 C3+1 C5+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO Width Jamb 5 5 6 5 5 5 5 6 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +106.3/-106.3psf2psf +85.3/-65.3psf THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK 2DLO Head/Sill C5+1 C3+1 C3+1 C3+11 C3+1 C5+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLOWidth Jamb 5 5 6 5 5 5 5 6 5 P-hook 7 7 7 7 7 8 8 8 8 Design Pressure +92 9/-92.9 psf +87.3/-87.3 psf +73.8/-73.8 psf 28 5I8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 a- 36" DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 PRODUCT REVISED Width as complying with the Florida P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Building Coda ZDesign Pressure +78.4/-78.4 psf +78.4/-78.4 psf +65.8/-658 psf NOA-No- 20-0429.06 34 5/e" Expiration Date.04/21/2021 Head/Sill C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42" DLO TABLE B1: By,_is i. Width Jamb 5 5 5 5 5 5 6 5 5 5 6 5 Water•Limited FIG 1: Miami Dada 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 405/8" Sill Nom.Sill Max.(+)DP 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 48" DLO Riser Height Allowed i— DOOR ASSEMBLIES Jamb 5 5 5 5 5 5 5 5 5 5 6 5 = Width None 1-11/16" See Note 2 INSTALLED WHERE THE P-hock 7 7 7 7 7 7 7 7 8 8 8 8 42 2-1/2" +38.7 psf = OVERHANG(OH)LENGTH IS EQUAL TO OR GREATER THAN 43 3-1/2" +60.0 psf p THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 4-1/16" +80.0 psf EXEMPTED FROM WATER 45 45/8" +100.0 psi INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-7-3/8" ,``� ......... DLO HEIGHT=DOOR HEIGHT-11-1/16" �` 0..• .• PANEL HEIGHT=DOOR HEIGHT-2-1/2" a ' ��cENSF•!!! :� TABLE NOTES: Q: No.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 AND TABLE 61 DETERMINES THE WATER LIMITED(+)OR DP&ANCHOR QUANTITY TABLES J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® �O�., ATE F •• (V` RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. a B)CORRECTED DLO WIDTHON SHEET 4. . 01 03/23/203)SEE SILL R ' Cc '•F��RIDP,.•'_��� 4)SHEET A PILIES TOP 2.3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR 'ONAL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 7 OF 21 $ MD-5470.0 i B A LYNN MILLER,P.E. REGISTRATION#19298 P.E.#58705 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, Astragal Reinforcement#29 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 68-15116"DLO Height 72-15116"DLO Height 84-15116"DLO Height 96-15/16"DLO Height 108-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement#28 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A B C D A B C D A B C D A B C D A B C CONSIDERED,SEE TABLE 82,THIS SHEET. D #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS Design Pressure +169.4/-169.4 psf +160/-160 psf +1371/-f37.f psf +120/-130 psf +106.7/-115.6 psf CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 16-5/B" Head/Sill C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+ 24" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 fi B fi 6 6 8 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 1 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 +141.8/-141.8 psf +133.6/-133.6 psf +113.8/-113.8 psf +99.1/-107.4 psf +87.8/-95.1 psf PERPENDICULAR TO THE GLASS. 22518" Head/Sill C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +123.9/-123.9psf +116.4/-116.4 psf +98.5/-98.5 psf +85.3/-92.4psf +75.3/-81.6psf FIG 28518 Head/Sill C5+2 CS+1 CS+2 C3+1 CS+2 C5+1 CS+2 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 OH LENGTH 36" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 Width _ P-hook 7 7 7 7 7 7 7 7 8 .8 8 8 9 9 9 9 10 10 10 10 F DOORASSEMBLIES Design Pressure +104.5/-f04.5psf +104.5/-104.5 psf +67.8/-87.8 psf +75.7/-82psf +66.5/-72psf INSTALLED WHERE THE 34 518" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42" DLO = EQUAL TO OR GREATER THAN Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 B 6 6 6 8 6 = Width O 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 0 Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-65psf +60/-65psf INFILTRATION RESISTANCE. Z 40518" 48" DLO Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 5 5 6 5 5 5 fi 5 5 5 7 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 a 8 8 9 9 9 9 1 10 10 1 10 10 TABLE B2: Design Pressure +74.1/-74.1 psf +74.1/-74.1 psf +63.8/-63.8 psf Water-Limited 46 518" Head/Sill C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 (+)Design Pressure 54° DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 Sill Nam.Sill Max.(+)DP P-hook 7 7 7 7 7 7 Width 7 7 8 8 8 8 1 Riser Height Allowed Design Pressure +60/-60psf +60/-60psf +60/-60psf NOtavailableinthesesiZeS. None 1-11/161 See Note 2 525/8" Head/Sill C3+2 C3+2 C3+2 C3+1 CS+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-1/2" +38.7 psf rl:t60" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 43 3.1/2" +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 psf PRODUCT REVISED as fiding Hying With the Florida Bu Code GA No. 20-0429.06 DLO WIDTH=NOM.PANEL WIDTH-7-3/8" vv i Expiration Date:0412112021 DLO HEIGHT=DOOR HEIGHT-11-1/16" ;�� `TQNY....10 By._ PANEL HEIGHT=DOOR HEIGHT-2-1/2" ,•' OCENsr'•,��� i Miami--Dad e Product Control TABLE NOTES: No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 - �l) AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE �ra J ROSOWSKI ;��'• [U 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® g t STATE of RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. B)CORRECTED DLO WIDTH. ag 03/23/20 %,�S '•<ORIDP.. 3)SEE SILL RISER TYPES ON SHEET 4. i'�NAL IEN` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 SGD-5470 NTS 8 OF 21 MD-5470.0 �z B A LYNN MILLER,P.E. REGISTRATION#29296 P.E#58705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR I_ CENTERLINE I—CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETS 6„ I�OF INTERLOCK I�OF INTERLOCK VANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, CENTERLINE I CENTERLINE I CENTERLINE y OF PANEL PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF OF PANEL OF PANEL POCKETBY OTHERS,SEE NOTE 6, SHEETS °+2" 25-318"MAX. 6° ANCHORAGE, "+2"ANCHORAGE, "+2"ANCHORAGE, MAX. 6:*­"MAX. SHEET 12 SHEET 12 SHEETI2 "C3"CLUSTER, "C3"CLUSTER, EXTERIOR SHEETI2 SHEETI2 END ANCHORAGE SEE POCKETJAMB (MIN.1 ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT _� ALIGN THE HEAD OR SILL IF A 101 SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6" CENTERLINE CENTERLINE CENTERLINE MAX. OF PANEL OF PANEL OF PANEL POCKET BY EXTERIOR INTERIOR OTHERS,.SEE ° °If 6 f° ° NOTE 6, o ° o 0 F SHEETS "+2" "+2"ANCHORAGE, 25-318"MAX. " ANCHORAGE, SHEETII "+2"ANCHX. SHEETII LUSTER, "C3°CLUSTER, S 12°MAX 21 6" SHEET 11 SHEET 11 END ANCHOR FRAMEJAMB SEEPOCKETJAMB (MIN.I ANCHOR) 15 MAX. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) as complying with the Florida Building Code FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF NOA-No. 20-0429.06 +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: Expiration Date:0-042 .06 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER 21 PRESSURE REQUIREMENTS. By:_1s4--2 1.Z4""1- TO BE 25-3/8"O.C.OR LESS MIamHDade Product control FOR WOOD INSTALLATION USING ANY Head/SjII C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6"MAX. fi'MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"CT'CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN —7 HEAD(INTERMEDIATE ANCHORS:SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT i 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 II11 ' ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: �\\��O`,`cE..... �! DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE •'' F MIDSPAN OF EACH PANEL. Q �� JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) 10/06/15 ='� No.58705 FOR PRODUCT REFERENCES.ALSO SEE P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL = A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE m J ROSOWSKI LOCATIONS OF CROSS-SECTION DRAWINGS. S&ATE , �� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN B)NO CHANGES THIS SHEET. 03/23/20 %;"(� ''•F<O _�(`` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES, gE FOUND ON: 'ASS/ D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR �& �i111�NAL tE`� E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)�8 92929 SGD-5470 NTSjj� 9 OF 21 1 MD-5470.0 z B A LYPNN MILLER,E#58705 P E REGISTRATIONN#29299 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4"NOM. FOAM 3l16"NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT 1-1/16"NOM. 3/16"T GLASS 7s 78 EXT.GLASS EXT.GLASS 11/16"AIR SPACE 77 7e 3l16°T GLASS PAINTED! INT.GLASS INT,GLASS e2 oR- LAMINATED SURFACE KODISPACE SUPER a EXTERIOR 75 4SG TPS 76 SPACER®NXT- GRLAZED'IF#82-83ISODUCT IS IOR- I ' 7/8"NOM. D I GLASS PRODUCT REVISED TOWARDS THE EXTERIOR. B complying with the Florid a _ i I BITE Building Coda NOA-No. 20-0429.06 NTERIOR PRODUCT IS"INTERIOR- I I Expiration Dato:04/21/2027 GLAZED"IF#82.83 IS I 79 gy;_I sF•-Z 1 Lb„-�. TOWARDS THE INTERIOR. I M1amHDado Product Control ALUMINUM 88 REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16"NOM. 5/16"NOM. SEAL GLASS DETAIL BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL NOTES: EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. EXT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. '7=TEMPERED INT.GLASS INT.GLASS 77 DURASEAL® 78 XL EDGE'"' SPACER SPACER `tttllllll lff VINYL SLIDING GLASS DOOR NOA(NI) .9 10/05/15 ;' No.58705 z L GLAZING DETAILS m J ROSOWSKI _y y 2d ATE a� B)NO CHANGES THIS SHEET. � 03/23/20 .,'It0Rt0 P,.•'-NC 1070 TECHNOLOGY DR rc ,',,S,oNIAL i0\,,, N.VENICE,FL 34275 (941)-480-1600 SGD-5470 N7S 100F21 MD5470.0 B A.LYNN MILLER,P.E. REGISTRATION.... P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE CENTERLINE CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4" o o EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 10, 2-TRACK CLUSTER°C3' 101 2-TRACK CLUSTER'C5° 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 11 2-TRACK INTERMECIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+T'ANCHOR LOCATION "+2"ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK-7 NTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4n CENTERLINE CENTERLINE 4" CENTERLINE V EXTERIOR —++ 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3-TRACK CLUSTER"Ca' 3-TRACK CLUSTER'C5" 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE rl 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+p•ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+31 ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4�� CENTERLINE 4�� 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR rI-Iy 1-Iy �I�Iy F]CT�EnRyIOR EXT�IE-IRyIOR 3.22" v 4-TRACK CLUSTER 15 4-TRACK CLUSTER `� 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3"ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS "+l'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 PRODUCT REVISED DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK as eomplylng with the Florida Building Code FOR ALL SILLS: DISTANCE IS 2.375" 2.375" NOA-No. 20-0429.06 FOR ALL SILLS: Expiration Date:04/21/2021 MlamIs-de I. duct HeadlSill C+1 ` kV LYNIv MIamF-Dade Product Control Jamb 5 0,. FIGURES PERTAIN TO THE FOLLOWING SILL P-hook ] \\� �.�CENS(-''•C� CLUSTER ANCHOR LOCATIONS: Q\: No,56705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ANCHOR LOCATIONS A G � J ROSOWSKI � � �; ® =0 S z B)NO CHANGES THIS SHEET. g 03/23/20 ;��` '.F<oRlo?..'•_��: HeadlSill 1 3 1 1070 TECHNOLOGY DR /�'s'ONAL'�-'0\' Jamb 5 N.VENICE,FL 34275 "fill I I III P-hook 7 (941)-480-1600 SGD-5470 NTS 11 OF 21 MD-5470.0 $ B A LYNN MILLER,P.E. REGISTRATION 929296 y P.E.#58705 i HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL INTERLOCK 4" INTERLOCK— 4" PANEL_ CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR �32 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"C5" 2-TRACK INTERMEDIATE V 2-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„ bENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE 4„ 4.75" EXTERIOR 3.22" EXTERIOR �I 3.22" EXTERIOR EXTERIOR EXTERIOR 3-TRACK CLUSTER"C3" 3-TRACK CLUSTER"C5" 3-TRACK II"ANCHOR LOCATION � 3-TRACK INTERMEDIATE J-1 3-TRACK INTERMEDIATE •+2"ANCHOR LOCATIONS v "+3°ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL EL INTERLOCK 4„ INTERLOCK- 4„ CENTERLINE CENTERLINE CENTEPANEL RLINE 4„ CENTERLINE CENTERLINE R EXTERIOR 3.22" EXT�IE-IRIIOR 3.22" EXTERIOR EXTERIOR EXTERIOR v 4-TRACK CLUSTER v 4-TRACK CLUSTER v 4-TRACK INTERMEDIATE �+ y 4-TRACK INTERMEDIATE"+2° y 4-TRACK INTERMEDIATE"+3" +1"ANCHOR LOCATION v ANCHOR LOCATIONS v ANCHOR LOCATIONS "C3"ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLDWING HEAD 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 PRODUCT REVISED DISTANCE IS 2.375" W2.375" as complying with the Florida 2)TRACK-TO-TRACK Building Code FOR ALL HEADS: DISTANCE IS 2.375" W2.375" NDA No. 20-0429.06 FOR ALL HEADS: Expiration Date:04121/2021 Mlaml-Dade Product Control Head/Sill 1 �`�,IYI L�IIvA(�I",, FIGURES PERTAIN TO THE FOLLOWING HEAD Jamb 5 `� G��.....�.�V� CLUSTER ANCHOR LOCATIONS: L P-hook I7 ��'�,•-'�\GENSE''•,� i VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 No.58705 ANCHOR LOCATIONS B m J ROSOWSKI �2--Z D ATE F •[(�� HeadlSill C3 1 B)NO CHANGES THIS SHEET. a 03/23/20 (ASS•.CGRIDr.• �`�� Jamb 5 1070 TECHNOLOGY DR � i//0NA1- P-hook 7 N.VENICE,FL 34275 (941)-460-1600 SGD-54701 NTS 12 OF 21 191 MD-5470.0 3i� B A LYNN MILLER,P.E. REGISTRATION 029296 P.E.#58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: —� r— 2.375" I+— 4.75" 7.125" 6" MAX. HeadlSill C3+1 21.6" 21.6" 21.6" ,lamb 5 MAX. MAX. MAX. P-hook 7 O.C. EXTERIOR `�/ O.C. EXTERIOR O.C. EXTERIOR OPT.ANC-iOR� TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAXI MAX. MAX (SIMILAR TO THE 2-TRACK JAMB)AS I 2-TRACK FRAME 3-TRACK FRAME I 4-TRACK FRAME REQUIRED MEET MIN.EDGE DISTANCE 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 6"MAX (3)TRACK WEEP HS EVERY 24"@ 1.125"X (6)TRACK WEEP HOLESOPT.ANCHOR (1)WEEP NOTCH EV EVERY 24"@ 1.125"X.190';� — (10)TRACK WEEP HOLES1\ TO AID IN 24"@ 1.375"X.500" (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)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK PRODUCT REVISED \.`�O'\AY LYNA/ lyi as complying with the Florida FIGURESPERTAINTOTHEFOLLOWINGPOCKETJAMB Building Code \ a\�.• ti�cEraSF••.C�� P-HOO ANCHOR LOCATONS.- NOA-No. 20-0429.06 �: '•.��i Expiration Data-.04/21/2021 No.58705 y Br_I rw I,«,, VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 =b = Mlaml-Dade Product Control dg (�ANCHOR LOCATIONS C �m J ROSOWSKI '� '`W` a a a ' 0 SPATE OF ORI B)NO CHANGES THIS SHEET. a 03/23/20 S' H Jambill c 5 1 1070 TECHNOLOGY DR i�/S rONlAi L N.VENICE,FL 34275 P-hook 7 (941)•480-1600 SGD-5470 I NTS 13 OF 21 ox MD-5470.0 "i B A LYP.Eit 8705 REGISTRATION p29298 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOL oWIN�OTCOR E THE ANCHOR LOCATIONS: ' 1 90^ 4" a.. 4" q q„ 4" 4" a., Liz, C' HeadlSill C3 1 0 0 o Jamb 1 5 3.22 EXTERIOR 3.22'EXTERIOR 2-TRACK 90'CORNER 2-TRACK 90'CORNER P-hook 7 °C4"ANCHOR LOCATIONS "CS"ANCHOR LOCATIONS 10, 2-TRACK90°CORNER IXTERIOR 2-TRACK 90°CORNER EXTERIOR (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS JJ��� "C6"ANCHOR LOCATIONS n (USE WHERE"C3-IS SPECIFIED) 1J (USE WHERE"Cb"IS SPECIFIED) 0 4" REVISED R 4" 4" 4" asComplyi g with the Florida Building Code NOA-No. 20-0429.06 Expiration Date:04/21/2021 Mlamt-Dade Product Control EXTERIOR 3.22' EXTERIOR 3-TRACK 90"CORNER n 3-TRACK 90'CORNER n 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90"CORNER EXTERIOR "C4"ANCHOR LOCATIONS V 'C6"ANCHOR LOCATIONS V I-I I-1 (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) "C W ANCHOR LOCATIONS �+ y °CW NhiANCHOR LOCATIONS 1 y (USE WHERE"C3'IS SPECIFIED) v (USE ERE"C5"IS SPECIFIED) v 4" O,....... . 2i q 4,. 4" = No.58705 4„ 4„ _ s� IV IV '•. 2 'Z 0 �0 '.• TATE OF �` EXTERIORCK 3.22"4-TRACK 90* EXTERIOR q 3.22" /O "C4"ANCHOR LOCATIONS ONS °C5"AER RNCHOR LOCATIONS 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90"CORNER EXTERIOR ��� IfVAL (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 'C4"ANCHOR LOCATIONS 1 "Ca'ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: I P.E.#59705 FIGURES PERTAIN TO THE FOLLOWING GO-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS; VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE Head/Sill I C 1 ANCHOR LOCATIONS Db J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. o 3 Jamb 5 P-hook 7 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. iij 03/23/20 DISTANCE IS 2.375" t2.375" V2.375" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR 9 �� N.VENICE,FL34275 (941)-480-1600 SGD-5470111 NTS 140F21 2� MD-5470.0 max° B REGISTRATIO N252B6 HEAD 135'CORNER CLUSTER ANCHORS LAYOUT: SILL 135' CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 7355''CORNERSLL ANCHOR LOCATIONS: 135° 4" a 4„ 4„ 4„ 0 0 k4- HeadJSlll C3 1 43 22" EXTERIOR Jamb 5 EXTERIOR 4„ EXTERIOR. p-hook 7 2-TRACK 135°CORNER " 2-TRACK 135°CORNER 2-TRACK 135'CORNER V 2-TRACK 135"CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C ANCHOR LOCATIONS "CWANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) NA NI 4�� 4„ 4„ 4" c 4" PRODUCT REVISED 4" as complying with the Florida Building Code FaT NOA No. 20-0429.06 EXTERIOR EXTERIORExpiration Date.04/21/2021 EXTERIOR BY:3.22" 3 22" MIamFDado Product Control 3-TRACK 135'CORNER 3-TRACK 135'CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 3-TRACK 135'CORNER 3-TRACK 135'CORNER (USE WHERE MYIS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS "06"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4" 4" >\x' 4„ 4" `` aN(LYNN 4 �y; No.58705 �• 4" = Z = a t PEXTERIOR EXTERIOR EXTERIOR EXTERIOR :0, TATE F ((� 4-TRACK 135'CORNER V 3.22" �UR1DH•. \?� ' RACK 135*CORNER C4"ANCHOR LOCATIONS °C6"ANCHOR LOCATIONS °C4TANCHOR LOCATIONS "C6TRACHOR LOCATIONS SS ONA�10 (USE WHERE'C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A LYNN MILLER,P.E. NOTES: P.E#58705 FIGURES PERTAIN TO THE FOLLOWING 135-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHORLOCA71ONS: A VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 135" 2)DETAILS DEPICTANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. J?nT,. ANCHOR LOCATIONS E jm` J ROSOWSKI Head/Sill C 1 Jamb 5 3)TRACK-TO-TRACK z B)NO CHANGES THIS SHEET. z� 03/23/20 P-hook 7 DISTANCE IS 2.375" 2.375" t2.375.. FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR a� N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 15 OF 21 i MD-9470.0 $ B REGISTRATION#29296 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: F'svucED STLL ANNCHOR LOCATIIONSG SPLICE SPLICE SPLICE SPLICE ATION LOCATION— 4' LOCATION 4" LOCATION 4 LOCATION 4„ EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR Head1S111 C3 1 n 2-TRACKSPLICE �L, 2-TRACK SPLICE Jamb 5 lul ° 2-TRACK SPLICE ID 2-TRACKSPLICE v ANCHOR LOCATIONS �/ "C6"ANCHOR LOCATIONS P-hook 7 C4 ANCHOR LOCATIONS "C6" W ANCHOR LOCATIONS C (USE WHERE"CY IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION 4 75„ LOCATION 4„ LOCATION 4" LOCATION Q" PRODUCT REVISED as complying with the Florida EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 4" Building Code �I-7y 3-TRACK SPLICE ��Iy 3-TRACK SPLICE f� 3-TRACK SPLICE 3-TRACK SPLICE NOP-No. 20-0429.06 'C4"ANCHOR LOCATIONS v "C6"ANCHOR LOCATIONS �J "�"ANCHOR LOCATIONS � "C6°ANCHOR LOCATIONS Expiration Date:04/21/2021 (USE WHERE"C3°IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE'C3°IS SPECIFIED) (USE WHERE"CS°IS SPECIFIED) Mlaml-Dade Product Control SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 4 LOCATION LOCATION 4„ 0 a IXTERIOR IXTERIOR EXTERIOR �\"ONY LYNN2j''�,� JJ�� Q" 3.22" 3.22" EXTE�IRIOR 3.22° �` �•' LIGEIJSF'•%(� i �J 4-TRACK SPLICE 4-TRACK SPLICE 4-TRACKSPLICE �+ y 4-TRACK SPLICE a. "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS v "C6'ANCHOR LOCATIONS Q FA (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) =7T No.56705 l7 S"TE F �•CV %�s'•,FL GRID)`..`�\?� ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEADANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.it 59705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 DISTANCE IS 2.375" E t2.3751, 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F J ROSOWSKI B)NO CHANGES THIS SHEET. H 03/23/20 ID Head/Sill 1 C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED R D OLOGY Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENIC 1070 TECHN FL GY P-hook 7 (941)-480-1600 SGD-5470 NTS IF 116 OF 21 9k MD-5470.0 B REGISTRATION 029296 PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL r+ DOUBLE SINGLE SINGLE OUTSIDE 90° INSIDE GO- OUTSIDE AL INSIDE AL l� ASTRAGAL TYPES FIXED WHAM ILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED LOCKSTILE DOUBLE I � INTERLOCK SINGLE INTERLOCK F PP K L L TC TA TV TW J LOCKSTILE ASTRAGAL OUT (eozo(rn (aaxtM C R SINGLE U E P A C C SC SA SV SW SD INT SINGLE INTERLOCK LV INTERLOCK Q IN (eoxot>n IBa 0 a FIXED RR R S S FC FD FV FW A INTDOUBLE ERLOCK STILE � Cl LOCKSTILE (mxourl (eoxtM LLI LOCKSTILE r—y W W/HANDLE D M J J U ASTRAGAL ,nn.vv.rLa LOCKSTILE (Barolrq (aoxurl C -T ASTRAGALDOU LE SINGLE BOX OUT LR T U DV INTERLOCK INTERLOCK Lt_ (Box our) O=Oun IFaKoUn w ASTRAGAL N T U 'J BOX IN OXa! amm OX OUT.90° IRL ASTRAGAL z RECEIVER C-T CS CF aASTRAGAL RECEIVER AT AS DF PRODUCT REVISED 1 OUT.135° { ■ �S Y F ASTRAGAL V I V RECEIVER as complying with the Florida Building Code IN. NOA-No. 20-0429.06 ASTRAGAL V � Expiration Date:04/21/2021 RECEIVER Miami-Dade Product Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "P'SHOWN. PANEL NOTES: \ %"'o LYNA/�� 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ��t�.'' kCENS, ��(�� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = fr /A N°•58705 NOTAVAILABLE. g 8 PANELTYPESb JROSOWSKI ;�'j�nr A ., ZO 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® p STATE F C[-,Z" �� ��C •.F<oRlDr•, 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH B)CORRECTED"E"PANEL TYPE NAME. 03/23/20 -`-N�1:�`S'S N"`` TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR �� ���//10NA1-Ia `ON N.VENICE,FL 34275 (941)-480-1600 SGD-5470� NTS 17 OF 21 j MD-5470.0 a B A.LYPNN MILLE5 RE REGISTRATION 829296 N 5.875 10.635 100 q 540 .125 �rr--.550 291 061 762 ❑ ❑ 1.812 0 0 500 .930 J- Q 1.681 062 .3011 1.928 Irl100 �A Q®��][r-a[� ® _j FRAME SCREW INTERLOCK CAP, 0 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) 0 ANCHOR PLATE Q TRACK INSERT 10 EXTENDED POCKET 5.178 1.000 252 231 .060 2.060 �+ 100--I r. 8.250 -1 8.250 1.435j ��062 I► 1.613 I .080 O [� � W9�49 ij-100EA � � 1.983 ❑ ❑ ❑ 1.813 =p!; 1.681 -�ir-•062 060 100dQ®[�® 11 BOTTOM SUPPORT 12 OOVERSILL 13 COVER SILL TRACK 17 P-HOOK ADAPTOR 18 P-HOOK O 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 125 10.625 5.875 540 540 3.000 06 �22 075 2.141 .100 .626 .500 '-F 1+2.607- 41 1.ao6 LLL ❑ ❑ ❑ ❑ 1.813 o 81 �--4--.062 ��II_-.062 .329 100 d0� E -I 19 KEEPER KEEPER 21 BAR GOVERREINFORCEMENT ®BAR REINFORCEMENT Q FIXED PANEL CLIP ®REINFORCEMENT 0 4 TRACK HEADMAMB O2 2 TRACK SILL 2.511 2.838 Q 1.570 +- 1.625 1.595 r- 1.595 r- .309 3.483 r.-•125 2.696 080 2.073r-P.099 2.833 2.368 2.768 •400 2.768 2.0F 312 070 2.210 .09075 4.635 4.279 .100 2.116 .300 B 34 INTERIOR JAMB COVER -►I I�-.188 rI El .110 I+ --4I _.182 .120 I-+-•182 T�+2.710 1.875 � PRODUCT REVISED .120 2.291-� .100 �e as cromprying with the Florida TOP BOTTOM TOP BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP Building code 25 AND STILE © AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER Q ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No. 20-0429.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date:04/21/2021 REINFORCEMENT By: I%'-�i•�b^^a^ ky 3.326 f'-3.345 NOTES: Miami-Dade Product central 1.472 919 1)SEE SHEET4 FOR 09 125 06D 3.713 12--_1 090 SILL RISERS. 3.345 -,060 2,171 .0460 3.247 2 SEE SHEET 20 070065 ) .300 1.170 29 �.919 FOR SCREEN PARTS. 35 36 135°CORNER 135°CORNER 37 135°CORNER 38 135^CORNER 90'CORNER 39 40 90°CORNER 90"CORNER 3)ALL DIMENSIONS 41 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR ` pNY L...... .��.•.• �%cENSc•'•.C� 210 252- N0.58705 ti �111.261 �1.261 VINYL SLIDING GLASS DOOR NOA(NI) S 10/05/15 _ Lj YY EXTRUSIONS j t J ROSOWSKI 91AT F 1-1/18 ® z B)NO CHANGES THIS SHEET. 03/23/20 0��%' 'ZOP10P \? BEVELED BEAD OGEE BEAD ON I- No 1070 TECHNOLOGY DR �§ rrlllllll N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 18 OF 21 i MD-5470.0 $ B A LYNN MILLER,P.E.REGISTRATION 929296 r9 P.E.#SBZOS 11� 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHOR &SUBSTRATE, ATTACHMENT PANEL HEADER ASSEMBLY TYPE AS USED ° USING4 INSTALL ONE BLOCK AT ea �J IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLEA,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL ea (3)#10 X ° TABLE 1 ONE BLOCK THAT SMS ' SPANS BOTH PANELS. I eo 13 SMS d 2s FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE za PANEL MIDSPAN OF EACH FIXED X -1/4 CLIP PANEL-TO-FRAME JAMB LOCATION. e5 X 2-1/4"SMS #8 X 1"so \ SMS / 21 BAR COVER \\ (4)#10 se X 2"SMS 22 REINF.BAR 91 #8 X 1-1/4"SMS KEEPER 1e q o (4)THRU KEEPER Q MAX Qq o \ \\ 3.5"O.C.,SEE SHEET 19 p a JAMB TO KEEPER TO JAMB SILL ASSEMBLY \ \ ATTACHMENT \\\ ( LOCKING JAMB PRODUCT REVISED wi REINFORCEMENT PLATE ❑a aseompl Code llding Code th the Florida gu ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK NOA No. 20-0429.06 34-1/2"MAX O.C. OXXX SHOWN KEEPER i9 Expiration Date:04/21/2021 P By:_1---2 I. u . Miami-0ado ado Producte!Control \ (4)#10 X 2"SMS eo INTERLOCK INTERIOR ti CLIP COVER \ INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. "•' / 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. .YNN�/ BOTTOM RAIL �� °� ea#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ���•'��cENSF SUPPORT 2-1/2"SMS 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(NI) 6 10/OS/15 INTO PANEL #10X PANEL ACCESSORIES INSTALLATION m J ROSOWSKI :� '• Z(� �� 93 ASSEMBLY ® ;o�.• sATc� 6F E INTERLOCK SILL RETAINER 1-1/2"SMS s B)NO CHANGES THIS SHEET. a� 03/23/20 C� '•F�Oft10?.•' \?: ALL PANEL CORNERS !,SS �v�?�� CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR a'w� /i, NAI iE0 INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 19 OF 21 a MD-5470.0 j 4 B A.LYNN MILLER,P.E. REGISTRATION#29268 P.E.#58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: DO[ tO0RO3 OR 5 ❑� 125 RI � 108 1OOftOOR 5 0� 121 133 123 132 129 oU 102 118 103 711 10B 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 1ao EXAMPLE 115 32 131 33 102 111 121 108 P OOROO 5 ❑� 111 0��v 122 1 OR 3OORO 1 ORO9 ORO 100 11s o 11B HORIZONTAL SECTION EXAMPLE 112 120 104 102 HORIZONTAL SECTION 117 1.081 r-- I-�-1-081 EXAMPLE 1.zoz y----� � 1.778 1.77E 5 875 q_A—•0 0 —►-050 .045 875 rff 1.020 r- 120 FRAMESCREEN 121 S DEERAIL, 1z2 ASTRAGALSCREEN XO 1. 1.pff 1.874 RAIL LATCH ADAPTER —~I--.062 4--.062 062 PRODUCT REVISED STOP SCREEN OBOX SCREEN OBOX SCREEN as complyingwith the Florida 10o TOP RAIL 101 BOTTOM RAIL az SIDE RAIL .{ i+—7251.435 Bonding Code NOA-No. 20-0429.06 127 .765 .782 Expiration Date:04/21/2021 OR —.6�—.040 By :U2 1}� 062 113 ORS 1.020 1.593 I Miami-Dade Product Central O � 1.373 101 SCREEN VINYL FRAME SILL 1Z3 124 o z oR&ROe 1872 055 063 ftO OADAPTERL OADD-ON 3ADAPTER ADD-ON 107 062 — �—.372 1 103 SOCREEN 104 SCREEN 705 OXOX BOX SCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION \ V" EXAMPLE EXAMPLE NOTES: \���0tic NfS�?�C! 1,306 1 ALL DIMENSIONS IN INCHES. —►11.343 .055 �I 1.487 r+— ) 1— - N0.58705 050 1.487 1.510 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = _`; r i- 060 SCREEN DETAILS ,t J ROSOWSKI tATE BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® O F 166 1aB ASTRAGAL 107 SILLADD-ON 108 AND JAMB ADD-ON B)NO CHANGES THIS SHEET. �� 03/23/20 ',��5,'•-"t OR1O P.••'O\�� ADAPTER 1070 TECHNOLOGY DR 'iS�fVAL 1E� N.VENICE,FL 34275 _ (941)gkTION600 SGD-5470 NTS 8 20OF21 0$ MD-5470.0 �i B ALYpE#5NN eiasPE REGISTRATION#29298 1 rfj TABLE C: TABLE D:BOX SCREEN 11 1 Part# Description Material # Part# Descriptlon Material # Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 40 19081 90'Comer Astragal Cap-Ext. Rigid PVC 100 12256 Box Screen Top Rail 6063 T5 AI 2 19002 2-Track Sill Rigid PVC 41 19062 90"Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bottom Rail 6063 T5 AI 3 19025 3-Track Head/Jamb Rigid PVC 42 19085 SIII Riser-(2-1/2") 6063-T6 Alum. 102 12258 Box Screen Side Rail 6063 T5 Al 4 19026 3-Track SIII Rigid PVC 43 19022A Sill Riser-(3-1/2") 6063-T6 Alum. 103 64425 Box Screen Interlock 6063 T6 AI 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/16") 6063-T6 Alum. 104 17347A Box Screen Snapon Bug Flap 6063 T6 AI 6 19028 4-Track SIII Rigid PVC 45 19024A SIII Riser-(45/8") 6063-T6 Alum. 105 64345 Box Screen 0X0 Astragal Adapter 6063 T6 AI 7 19009 Frame Screw Cofer Rigid PVC 50 718609W .187'x.320"Finseal(Stile) 106 17349 Box Screen Astragal Adapter 6063 T5 AI 8 19031 Anchor Plate 6063T6 Alum. 51 71695K 1-1/2"x 1"x 314"Fin Seal Dust Plug P11 19039 Box Screen Frame Sill Add-en 6063 T6 AI 9 19007 Track Insert 6063-TS Alum. 52 71696 Dust Plug 19038 Box Screen HeadfJamb Add-en 6063 76 AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 419041 Interlock Clip Cofer PVC 720X1X #14-20 x 1"MS @ Top Rail SS 11 19036 Bottom Rail Support 6063 T6 Alum. 61 78153X Tandem Roller Assembly SS 72OXIM #14-20 x 1-1/Z'MS @ Bottom Rail SS 12 19006A Outer Sill Cofer 6063 T6 Alum. 62 78153N Tandem Roller Assembly Nylon. 71793G Wstp,.270"x.15U'-Fin Seal 13 19011 Sill Track Cofer Rigid PVC 63 78X75FPTX #8 x 3/4"Ph.FH SMS @ Roller&Reinf. SS 61805K Wstp,.18T'x.50T@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 64 419042 Frame Header Block Nylon 7SRAZ Standard Roller Nylon 18 19020 P-Hoak 6063-T6 Alum. 65 48052 Roller Adj.Hole Plug PVC 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6063 T6 Alum. 66 44386 4 Hole Bumper Stop PVC 115 feries Screen Locking Hardware Steel 20 19029M Keeper 6063-T6 Alum. 67 76X114FPTX 48 x 1-114"Ph.FH SMS @Bumper Stop SS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cofer - Rigid PVC 68 7169BG SIII Plug PVC 117 76XIPPA #6 x V Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005 T5 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 116 1692/3/4 Screen Spline-.150"&.165" Vinyl 23 19037M Fixed Panel Clip 6063-T6 Alum. 70 71032XIFPFX 10-32 x 1"Ph.FH MS @ Lock SS 119 1816EE Screen Both :Fiberglass 24 19035M Reinforcement Plate 6063-T6 Alum. 71 varies Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005 T5 Alum. 75 Kommeding 4SG TIPS Spacer System # Part# Description Material 26 19046 Reinforcement Composite 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 10 for 12 120 27 19018M Interlock.300 Reinforcement,Sid. 6005 T5 Alum. 77 Quanex Duraseal 5 Screen Frame Rail 6063 T5 AI Materials 121 12026A Screen Frame-Side Rail(Latch) 6063 TS Al 28 19013M Interlock.400 Reinforcement,HD 6005 T5 Alum. 78 Cardinal XL Edge Spacer 29 19019M Astragal Reinforcement 6005 T5 Alum. 79 Dow 791,983,995 or GE-7700 Backbedding Silicone 123 4853K Screen OXO Astragal Adapter 6063 T6 Al 30 19083 Extended Pocket Interlock Adaptor 6063-T6 Alum. 82 19044 1-1/16'Beveled Bead Rigid PVC 123 9012 Screen Vinyl Astragal Adapter Rigid PVC 31 19005 Interlock Adaptor Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 124 19P126 Frame Sill Screen Add-on 6063 T l AI 32 19008 Astragal Add-on Rigid PVC 86 71726K Setting Block 1"x 4"x 1/16",85+/-5 duro. Neoprene 125 6F2PS Bug Flap,85+/-5 SMS Vinyl 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 90 781PSTX 98 x V Ph.PH SMS @ Frame Assembly SS 127 78X712027 #8 x 1rKe W el SMS(Assembly) SS 34 19040 Interior Jamb Cofer 6063-T6 Alum. 91 78X114PHPT410X #8 x 1-1/4"Ph.PH SMS @ Relnt Bar SS 127 12027S Comer Key Wheel Assembly(Standard) Nylon 128 712027SS Corner Key Wheel Assembly(HD) SS 35 19076 135"Comer Astragal 6063-T6 Alum. 92 710X1PHPT18-8X #10 x 1"Ph.PH SMS @ Rail Support SS 129 varies Screen Locking Hardware Steel 36 19077 135'Corner Astragal Passive Mount 6063-T6 Alum. 93 71OX115PPX #10 x 1-1/2"Ph.PH SMS @ Fxd.Pnl.Clip SS 130 710X34PPSOAX #10 x 3/4"Ph.PH SMS @ Screen Ast. SS 37 19079 135'Corner Astragal Cap-'Ext. Rigid PVC 94 71 OX2.5PHPT18-8X 1#10 x 2-1/2"Ph.PH SMS @ Reinf.Plate/Ast. SS 131 78X12PPSMSX #8 x 1/2"Ph.PH SMS @ Door Ast. SS 38 19080 135'Comer Astragal Cap-Int. Rigid PVC 95 71420X2.25FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS 132 1692/3/4 Screen Spline-.145" Vinyl 39 1 19078 90"Comer Astragal 6063-T6 Alum. 96 71OX1.75PPX #10 x 1-3/4"Ph.FH SMS @ Ast.Mount SS 133 1816C20 Screen Cloth Fiberglass 97 710)34PPX #10 x 314"Ph.PH SMS @ Ext.Pkt.Int. SS 98 71OX2PPX #10 x 2"Ph.FH SMS @ Keeper SS TABLE F: Material Min.F, Min.F NOTES: OITEMS#14-16,46-49,53-59,72-74,80,81,64,85,87-89,98&99 ARE NOT aPROmplCTg with�the EDFlorida f QNv LyN/V #12 Steel Screw 92 ksi 120 ksi USED AND ARE NOT PART OF THIS APPROVAL. NoarNo.Building code 20-0429"06 OCENSF #12 410 Screw 90 ksi 110 ksi - Expiration Date:04127/2027 = P' 1/4"DeWalt/EIco Aggre-Gator® 57 ksi 96 ksl VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By-_15w 2 1. No.58705 1/4"Elco UltraCon® 155 ksi 177 ksi — — 1/4"OeWalt UltraCon+0 148 ksi 164 ksi PARTS LIST 1,t J ROSOWSKI —73'';Gr-22- 0 :1/4"410 SS DeWalUElco CreteFlexO 127.4 ksi 189.7 ksi ® o O • �4'` 6063-T5 Aluminum 16 ksi 22 ksi B)ADDED BKBDG TYPES&TABLE F. e$03/23/20 Cis '•F�ORIDP,.•'_�C��� Gr.33 St el Stud 33 ksi 45 ksI 1070 TECHNOLOGY DR � ''�S;�NAL,eN f� flit N.VENICE,FL 34275 (941)�BD-1600 SGD-5470�11 NTS 21 OF 21 z° MD-5470.0 i B A.LYP E."NN ER,P.E. REGISTRATION 029296 P.E.#58705