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HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI•DADE MIAMI-DADE COUNTY -''� PRODUCT CONTROL SECTION ECEIVED 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE)2� Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION APR 13 1011 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ade.aov/economv PGT Industries,Inc. rarm ti is Gana mein® ������� 1070 Technology Drive, `� North Venice, Fl.34275 STa LUCIE COUNTY SCOPE: This NOA is being issued under the applicable rules and regulations governing RAMonstruction 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 ma,y i e, 3s joke, modify, or suspend the use of such product or material within their jurisdiction. RER r to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 naive 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 MIAMMAD6 COUNTY / / Expiration Date: April 21,2021 7 L'1°��7�4 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. 11-0107.09) 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 FBC TA 202-94 1. Test report on 1 Air Infiltration Test per S p ) 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. Causo, 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. 15-1210.01). 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 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) F. STATEMENTS 1. Statement letter of conformance with FBC-5' Edition (2014) and FBC41 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. sinned and sealed by Anthony L. Miller, P.E. I L 41t nck 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 711 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.-ft2-'F, 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 Perrneance-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). Is�G� f. L�Rhk 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 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"Edition), expiring 04/21/21. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. 1 7 (. L4.1,q=k Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.06 Expiration Date: April 21,2021 Approval Date: October 08,2020 E-4 SERIES 5470, NON—IMPACT RESISTANT SLIDING GLASS DOOR tOTTRATEE IMPACT RATING DESIGNPRESSURERATING FOR MISSILE SEE TABLES 1,2&B1,82 GENERAL NOTES: INCLUDING POCKETS & 900/1350 CORNERS MPACTRESISTANCE ONSHEETS7&8 TABLE A: 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Min.Edge Min. 2)DESIGN PRESSURES: Group Anchor Substrate Frame Member Distance Embedment i A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. P.T.Southern Pine,(SG=0.55) Head/S(IIIJamb/P-hook 9116" 1edm B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. #12,steel SMS(G5)or Aluminum,6063•T5-(0.125"min.) Head/Sill/Jamb1P-hook 3/8" 118, C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.SMS Steel,A36•,(0.060"min.) Head/Sill/Jamb/P-hook 111. 0.060" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, A (min.11 threadstin) Steel Stud,A653 Gr.33•,(0.071"min.) Head/SilllJamb/P-hook 3/9' 0.071"(14 Ga.) INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4"Elco Ultracon HeadlSill/Jamb/P-hook 1" 1-3/8" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4"DeWalt Ultracon+ P.T,Southern Pine,(SG=0.55) Jamb 1" 1-3/9' 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco 410 S.S.CreteFlex Head/Sill/Jamb/P•hook 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.OVERALL B #12,steel wood screw(G5) P.T.Southern Pine,(SG=0.55) Head/Sill/JamblP-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-hock 1" t-318" BEYOND THE SCOPE OF THESE INSTRUCTIONS. 114"Elco Ultracon Head/Sill/Jamb 1-3.16" 1-3/8" 6)REFERENCES(NOA'S):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR ANCHOR Ungrouted CMU,(ASTM C-90) Jamb/P-hook 1" 1-V4" 1-3 " 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 11-10NOAAND BROWN COATED PAINTED OR LAMINATED WHITE RIGID PVC NOA 1/4""DeWalt Ultracon+ P-hook 1-/ ( ) Ungrouted CMU,(ASTM C-90 V Jamb/P-hook 1" 1-11/8" /44" REFERENCES(TEST REPORTS):FTL-6337,6338,8646-8649,8652,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; C 1/4"DeWalt/Elco 410 S.S. Ungrouted CMU,(ASTMC-s0) Jamb/P hook 1-314" 1-1f4" CAMBRIDGE 535753-09; CreteFlex Concrete,(min.3.35 ksi) HeadlSill/Jamb 1-3116" 1-3/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE P-hook 1" 1,f4" HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI 1/4"DeWalt/Elco 18-8 S.S. Concrete,(min.2.22 ksi) Head/Sill/Jamb/P-hook 1-1/2" 1-3/9'FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC Ungrouted CMU, ASTM C-90) Jamb/P-hook 2" 1-1/4"(FOR Aggre-Gator PLASTICS,(COMPONENT REQUIREMENTS). P.T.Southern Pine,(SG=0.55) Head/Sill/Jamb/P-hook 1" 1-318" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. 114"Elco Ultracon Concrete,(min.(ASTM ksi) Head/Silll,lamblP-hook 2-1/2" 1.3/8" 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Ungrouted CMU, n.3 k i) Jam/Jamb/P- 2-1l2" 1-318' 10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. 1/4"DeWalt Ultracon+ Concrete,(min.3 ksi) Hea Jarn/Jamb/P-hook 2-1/2" 1-3I8" D Ungrouted CMU,(ASTM C•90) JambfP-hook 2-1l2" 1-1/4" 1f4"DeWalt/Elco 410 S.S. Concrete,(min.3.35 ksi) Head/Sill/Jamb 2-112" 1-3/4" ANCHOR NOTES: CreteFlex P-hook 2-1/2" 1-3/8" 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Ungrouted CMU,(ASTM C-90) Jemb/P-hook 2-1/2° t-1/4" 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 NOA-No. 20-0429.06 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Expiration Date:0412112021 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BY:—I°`-z I. ' 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,SHEET 21. 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 1-16 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, •2017 FLORIDA BUILDING CODE(FBC),7TH EDITION ANCHOR LOCATIONS.......17 •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 •ALUMINUM DESIGN MANUAL,ADM-2015 ACCESSORIES..................19 INSTRUCTIONS: r`rrtll lli/rrr •AISI S100-16 SCREEN DETAILS.............20LY.rdN,�� 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •AISC 36416 PARTS LIST........................21 ���',•''.yGf_NSF''• 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) $ 10/05115 _;r No.58705 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL - - WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. t( �_ p •. 8 GENERAL NOTES m J ROSOWSKI �y�i0 :� _ 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS `73 STE C5F �Uj SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. B)UPDATED TO FBC 2020,ANCHOR TYPES�a 03/23/20 ��p'..?CORiD?.• G� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN S PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR rc S/ONAI F� 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 NTS 111 1 OF 21 D AC MD-5470.0 a B A.LYNN MILLER,P.E. REGISTRATION 429296 M P.E.#58705 MAX.UNIT WIDTH MAX.UNIT WIDTH - MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH ^ NOM.PANEL WIDTH e� NOM.PANEL WIDTH PER TABLES 1 PER TABLES 1&2 PER TABLES 1 8,2 2 , PER TABLES 1&2 ^ I3 I 3 I. MAX.UNIT / 6 �� MAX.UNIT a 1 / 3 / 3 MAX.UNIT 3 3 6 Iw MAX.UNIT HEIGHT HEIGHT / / 6 �w HEIGHT �' HEIGHT I� PER TABLES 1&2 x PER TABLES 1&2 / / o PER o ID PER TABLES I&2 W w x TABLES 1&2 wz — POCKET I^ POCKET I / PoLKET I POCKET I"' J J 1-PANEL < 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH- MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH 4 I NOM.PANEL WIDTH PER TABLES 1&2XTYP. PER TABLES 1$2 PER TABLES 1&2 ^ 7�— T I 3 ° MAX.UNIT MAX.UNIT ' ' 3 3 6 3 HEIGHT HEIGHT a a fi / Id MAX.UNIT ' ' fi I�PER TABLES 1$2 HEIGHT 9 9 a PERTABLES 1&2IPERTABLESI&2 / / / / / iI'w"J5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS a e OUTSIDE CORNER SHOWN.INSIDE CORNER SIM9 MAX.UNIT WIDTH PRODUCT REVISED MAX.UNIT WIDTH as complying with the Florida Building Code NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 ^ e NDA-No. 20.0429.06 PER TABLES 1&2 Expiration Date:04/21/2021 3 3 3 3 3 I O I 3 Mlaml-Dade Product Control MAX.UNIT 6 3 3 3 ] 3 3 fi / Im MAX.UNIT / IW HEIGHT ] 3 3 3 3 / I HEIGHT 3 3 3 PER TABLES 1$2 / PDCKEr IN PER TABLES 1&2 J y 7-PANEL CONFIGURATIONS a 8-PANEL CONFIGURATIONS 4 CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3116" �A' 1L1'N 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" `�G• �49/ !� POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" cEruse �! 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) a 10/05/15 ?r: No.5E705 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS j J ROSOWSKI •. ':� � �` REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S ATE i—DETAIL LETTER & B)NO CHANGES THIS SHEET. rca',' 03/23/20 ;FJ�..�ca�lc�,,•'_�c� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. e 1070 TECHNOLOGY DR 9 ' NAL�� P ` N.VENICE,FL 34275 '2 jT 11111 `` 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 L—SHEET NUMBER (941)-480-1600 SGD-5470 NTS 2 OF 21 U MD-5470.0 4 B A.LYNN MILLER,P.E REGISTRATION#29296 P.E.#58705 DETAIL Al DETAIL 61 METAL TYP.,SEE ANCHOR THRUIXWOOD I I ASTRAGAL I DETAILCI DETAILD1 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. CONCRETE/CMU PER INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH •'�•� 114"MAX. REQUIRED IF DOOR ------rrr TYP.ANCHOR TYPE, HEIGHT IS OVER 9 21 19 EMBEDMENTAND 94 MAX28"O.C. B1 I EDGE DISTANCE PER zz on EDGE DISTANCE SUBSTRATE,SEE 71 o o IILrS q TABLE A,SHEET 1& �o Q so NOTE 3,BELOW DAYLIGHT 1U INTERIOR z7 oR ze 1 OPENING-725 o e t5 8 WIDTH 33 d r 31 S EMBEDMENT ..•° .: q o o P O � o P ftn— EDGE (4)THRU KEEPER @ MAX EDGE • DIS NC 82 3.5"O.C.,SEE SHEET 19 9B TAEy� "• o zs ze I EXTERIOR o DISTANCE 94 I 25 0 2S SEE NOTE 6, +� SEE NOTE 6, 27 0 2S' THIS SHEET 1/4"MAX. —r I 1X OR 2X WOOD THIS SHEET SEE NOTE 6, e / _ BUCKSTRIP,SEE � 32 rHls SHEET EMBEDMENT—� SEE NOTE 6,THIS SHEET 29 ANCHOR / / NOTE 3,SHEET 1 L_—_—_—J— #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATERY / HORIZONTAL SECTION(XXX SHOWN) 89 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENTAND EVERY / 9"&12"FROM ENDS(FACTORY INSTALLED). ANCHOR �_ EDGE DISTANCE PER DETAIL D2 — DETAIL B2 SUBSTRATE,SEE LOCATION DETAIL C2 —— ASTRAGAL TABLE A,SHEET 1& INTO MASONRY ASTRAGAI. DETAILA2 INTERLOCK --- NOTE3,BELOW INTO 2X WOOD � FACING INT. 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT ��� r FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 96" NOTE 3,SHEET 1 OPENING 91 1/4"MAX. ---14 INTERIOR PRODUCT REVISED WIDTH 22 o I I as complying with the Florida EDGE �o DISTANCE eullaing code TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET 7 LLL��� NOA-No. 20-0429.06 EMBEDMENTAND 2e R 27 z6 R 25 Expiration Date:04121/2021 EDGE DISTANCE PER d o TYP.ANCHOR TYPE, I Dy:—1"-7 1'"4--` SUBSTRATE,SEE o 93 9 EMBEDMENT AND p q Miami-Dade Product Control TABLE A,SHEET 1& 6 31 EDGE DISTANCE NOTE 3,BELOW If PER SUBSTRATE, EDGE d e o SEE TABLE A,SHEET I d� d (4)THRU KEEPER @MAX v d 1&NOTE 3,BELOW EXTERIOR o DISTANCE �0 9e 1 3.5"O.C.,SEE SHEET 19 �— 1/4"MAX PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE J EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP& INTERIOR OR 1 i NOTES ANCHORS,SEE EXTERIOR DIRECTION. 01Y LYN/i+ 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 8,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. \:C��\N 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LocKsrlLEs, Q 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED zs ze -� VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = i: No.58705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND - 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS - INSTALLATION,HORIZONTAL X-SECT. a J ROSOWSKI `� FRAME ANCHOR LOCATIONS. o =x) '• 2 0 W- 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ® OT.. TnrE F ([,� 6 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL FOR B)NO CHANGES THIS SHEET. rc 03/23/20 ZOR.....• INTERLOCKS 27 28 ��i l^ " REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR �� 0/0NAL IE ` THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1800 SGD-5470$ NTS 3 OF 21 MD-5470.0 g A.LYNN MILLER,P.E. REGISTRATION M29298 O P.E."58705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 IDETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL' 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR CONCRETE/CMU EDGE AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. DISTANCE NOTE 3,SHEET 1 PER ANCHOR SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT EDGE 1&NOTE 3 THIS SHEET EDGE TABLE A,SHEET 1 , 4 EMBED- DISTANCE DISTANCE) EDGE DISTANCE f a. MENT —j EMBEDMENT „ EMBEDMENT EMBEDMENT 1/4"MAX. e 114"MAX. 3 s n 1X OR 2X WOOD 1/4"MAX. 1/4"MAX. 1/4"MAX. Ll Q / BUCKSTRIP,SEE e 5o ANCHOR NOTE 3, 5 e TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET e / 33 NOTES FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / ASTRAGALS, O 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 SCREW;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 RAILS CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" LOCATION I (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 2s 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT sEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT NOTE 5, SILL RISER EXACT DIMENSIONS, as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NOA-No. 20-0429.06 EXTERIOR POSITIVE Expiration Date:0 4/2112 0 21 DESIGN zs � .39D� Fes— s: By: I 1­2 r.,:_s,.,,,.. e2 PRESSURE, O SEE SHEETS .390 I+— Miami-Dade Product Control EXTERIOR 81 OR 62 7&8. .390—� F_ --� 25 OR 26 390 2.947 r L-1 [ - 2.370 114"MAX. 33 #4z SHOw4 �—I I—� 1.793 L 4.041 GROUTAS 9 a2 #43-05ALSO APPLY .823 T 2 887 3.464 NEEDED,SEE 13 1 1.917 ANCHOR NOTE �7 50 �7 —I. _lC 5,SHEET 1 e U 2 12 U 2-1l2"=TOTAL 060----1r— •D60 .060 .060 O 114"MAX. O s p SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER a2( as (3-1/2"TOTAL 44 4-1116"TOTAL ae 4-5/8"TOTAL , \m LYN rrrr� 2-1/2"TOTAL ( ( /� , SILL HEIGHT SILL HEIGHT SILL HEIGHT) SILL HEIGHT �O rl'� EMBED- EMBEDMENT EDGE MENT q 1:7DISTANCE No.58705 VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 EDGE I TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. b J ROSOWSKI = v '•G a= DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® 73 . �� '10TATE O EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE B)NO CHANGES THIS SHEET. rc� 03/23/20 ^��'•.,F(oRR� .•''�\?� CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, PER ANCHOR SEE TABLE A, SEE TABLE A, 1070 TECHNOLOGY DR SS/OIVAU DETAIL F1 DETAIL F2 rnlnlu`REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY LN WOOD THIS SHEET THIS SHEET REGISTRArBoNa600 SGD-5470 NTS 40F21 0 MD-5470.0 rc B ALYpE.#50705PE z INTERIOR 35 71 t9 (4)THRU KEEPER O O 2 INTERIOR 4 25 OR 26 fi9 98 @ MAX 3.5"O.C., 25 OR 26 37 96 MAX 18.5"O.C. 1 INTERIOR 33 SEE SHEET 19 DETAIL H2 n 36 o INTERIOR I low Q 19 Q EXTERIOR 90" lul P 98 (4)THRU KEEPER @ MAX OUTSIDE CORNER 3.5"O.C.,SEE SHEET 19 00 11 111� 40 90° 4 O 69 L] LI O INTERIOR �❑ 25 OR 2fi �� 94 MAX 18.5"O.C. � ZrF� ❑� �iO,P O 25 OR 26 EXTEnRIOR EXTERIOR D 41 135° O 90° 33 39 c DETAIL G1 \ DETAIL H1 .MAXMAX18.5'O. 94 o� 135' �R�04, 90' d o INSIDE CORNER OO INSIDE CORNER 40 EXTERIOR INTERIOR qi EXTERIOR 98 @ .5" G`] THRU KEEPER gg V MAX 3 O.C., SEE SHEET 19 �V• 19 R PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.06 O 135° j Expiration Date:2412112021 INTERIOR By:_1-7 1.C: Mi,mi-nsd or..duc C= trol S R'OR D 2 O DO® NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR zs OR 26 1 DON QUANTITIES,SEE TABLES 1&2. 33 38 0 3 CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, .` p1Y LYNN�''.,' 35 DEPENDING ON CONFIGURATION. �a'���'•�+cENS,F••��C� MAX 18.5"O.C.96 19 s9 VINYL SLIDING GLASS DOOR NOA(NI) g 10/05/15 = �° 58705 - ' YC (4)THRU KEEPER @MAX 90 EXTERIOR --p 3.5"O.C.,SEE SHEET 19O CORNER ASTRAGAL HORIZ.X-SECT. m J ROSOWSKI p �EO ; Q D ETAI L G2 =O ' �� OUTSIDE CORNER rc B)NO CHANGES THIS SHEET. a 03123/20 CCS .FZORIDP..•'-\�" 1070 TECHNOLOGY DR �� ' 'S10NAL IE�` N.VENICE,FL 34275 (941)-480-1600 SGD-5470.q® 3 NTS 5 OF 21 MD-5470.0 B 0.LY MILLER,P.E. REGISTRATION#29296 °1 O P.E.#58705 OPTIONAL NOW MEET]1 o DETAIL 12 STRUCTURALLai INTO MASONRY INTO MASONRY - ANCHORS FOR— .`,t 4 CONCRETE/CMU INTERIOR POCKET INTERIOR 21 zz EDGE pER ANCHOR TYP.ANCHORTYPE,EMBEDMENT JAMB as 91 O DISTANCE,"_': REQUIREMENT 28 Re AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST THIS SHEET 30 q o SHEET 1&NOTE 3,BELOW '.' : ' FIGURE 1.INTERLOCKS AT POCKETS: INCLUDE ANON-STRUCTURAL, .'.�. 10 r FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER 21 OPT. INFILTRATION. o ANCHOR a, �q P . t MAX. 18 EMBEDMENT 1 ' POCKET BY OTHERS,SEE 17 OPT. :•i 17 OPT. NOTE 6 BELOW. Lir- ° 1/4"MAX, d MENT EXTERIOR o FOR DOOR HEIGHTS OVER 96" ,'•r•. °' OPT. u`� :. :,..• " ANCHOR 10 97 21.9„ SEE FIG 1, q MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT' CONCRETE/CMU a1 d 30 EXTERIOR _ EDGE PER ANCHOR THIS SHEET AND EDGE DISTANCE PER DISTANCE REQUIREMENT 2e R z7 SUBSTRATE,SEE TABLE A,SHEET 1 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 81 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 THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED _ EDGE DISTANCE FRAMING,SEE ANCHOR as o pC d ode the Florida NOTE 3,SHEET I so DISTANCE OPT.ANCHOR NOA-No. 20-0429.06 DETAIL 13 OPT.ANCHOR Expiration Date:04/21/2021 INTO METAL EMBEDMENT By:_111-7 I. 17 OPT. Q 17 OPT. Miami-Dade Product Control EMBEDMENT DETAIL 14 1/4"MAX. q o o EXTERIOR MAX. � INTO WOOD v 10 SEE FIG 1, SEE FIG 1, d o THIS SHEET a1 THIS SHEET 30 29 R 27 22 EXTERIOR 91 5� \1 t1111111/i� EXTERIOR POCKET EXTERIOR POCKET \ .�`�okdY LYjg1v % NOTES �_�,.• �tGENSF '•.1��, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 aT No.58705 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. J ROSOWSKI =-O '•3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. c ;�3 . �oZD 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ® O�., S.A.TE OF j4� 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. B)NO CHANGES THIS SHEET. 03/23/20 (s ,:pRlDl• �N�\ 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS 1070 TECHNOLOGY DR ' S . AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 S 0NAL1E,� ` (941)-480-1600 SGD-5470 NT$ 6 OF 21 32 d A LYNN MILLER,P.E. REGISTRATION 1129296 o MD-5470.0 2 B p,E.#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 Astragal Reinforcement#29 80" 84" 961. PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. ReinforcementAnch Lockstile Reinforcement#25 or#26 68-15116"DLO Height 72-15/16"DLO Height 84 DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinfoement#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 IC D A e C D /CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +127.1/-127.1 psf +120/-120 psf +102.9/-102.9 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16-5/8" Head/Sill C5+1 C3+1 C3+1 I C3+1 C5+1 C3+1 C3+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 6 5 5 5 6 5 MIDSPAN OF PANEL). Width P-hook 7 7 7 1 7 7 7 7 7 8 a 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +106.3/-106.3 psf +100.2/-100.2 psf +85.3/-85.3 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 22518' 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 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 P-hook 7 7 7 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 28-5/8" HjPressure C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 i 36" DLO PRODUCT REVISED Width 5 6 5 5 5 6 5 5 5 6 5 as complying with the Florida C .E 7 7 7 7 7 7 7 8 8 8 8 Building Code z Desig76.41-78.4psf +78.4/-78.4psf +65.8/-65.8psf NOA-No. 20-0429.06 34-5/8" H C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Expiration Date:04121/202142" DLO TABLE B1: 5 5 5 5 5 6 5 5 5 6 5 By: Width Water-Limited FIG 1: Miami-Dade Product Control P-hook 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH 40-5/8" Design Pressure +60/-60psf +60/-60psf +60/-60psf Sill Nam.Sill Max.(+)DID Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2M81 C3+1 C3+1 9 I- DOOR ASSEMBLIES 48" DLO Riser Height Allowed Jamb 5 5 5 5k7� 5 5 5 56 5 = Width None 1-11/16 See Note 2 O INSTALLED WHERE THE P-hook 7 7 7 7 7 7 7 88 1 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 4-5/8" +100.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1116" PANEL HEIGHT=DOOR HEIGHT-2-1/2" ��.• 00ENSF'•�(� TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(NI) S 10/05/15 ' No.58705'r = 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 - - AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE m' J ROSOWSKI �� .� t 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ( J�n RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. T �O�, srATE F (�, 3)SEE SILL RISER TYPES ON SHEET 4. B)CORRECTED DLO WIDTH. rcA 03/23/20 CCIS <OP1DA.•'�\_: 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR t La AL 5) 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 ag rii I III I lt� 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SGD-5470 NTS 111 7 OF 21 1 0 MD-5470.0 6 BA INN MILLER,RE. REGISTRATION 429295 P.E.It 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 68-15/16"DLO Height 72-15/16"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 CONSIDERED,SEE TABLE B2,THIS SHEET. A B C D A B C D A B C D A B C D A B C D Design Pressure +169.4/-169.4 psf +160/-160 psf +137.1/-137.1 psf +1201-130 psi +106.7/-115.6psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16-5/8" CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 241' DLO Head/Sill C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 I 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+ MIDSPAN OF PANEL). Width Jamb 5 5 7 5 5 5 7 1 5 5 5 7 5 6 6 8 6 6 6 1 B 6 TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 1 7 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/-141.8psf +133.6/-133.6 psf +11a8/-113.8psf +99.1/-107.4 psf +87.8/-95.1psf PERPENDICULAR TO THE GLASS. 225/8 Head/Sill C5+2 C5+1 I C5+1 C3+1 C5+1 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/-98.5psf +85.3/-92.4psf +75.3/-81.6psf FIG 1: 28-LO Head/Sill C5+2mi C3+1_ C5+2 C5+1 C5+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 �2HENGTH 36" DLO Jamb 5 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 Width 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 F DOOR ASSEMBLIES Design Pressure +104.5/-104.5psf +104.5/-104.5ps! +87.8/-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 m a 42" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 B 6 6 6 8 6 EQUAL E A GREATER THAN Width p THE OVERHANG HEIGHT IS 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 ZDesign Pressure +80/-80psf +80/-60psf +80/-80psf +60/-65psf +60/-65ps! INFILTRATION RESISTANCE. 40S/8" 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 48" DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 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 TABLE B2: Design Pressure +74.1/-74.1 psf +74.1/-74.1 psf +63.8/-63.8psf Water-Limited 46-5/8' 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 Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 Sill Nom.Sill Max.(+)DP P-hook 7 7 7 7 7 7 7 1 7 8 8 e 8 Riser Height Allo"d Design Pressure +60/-6Opsf +60/-60psf +60/-60ps( Not available in these sizes. None 1-11/16" See Note 2 F52-,L5/,8 Head/Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2-1/2" +38.7 psf Jamb 5 5 5 5 5 5 5 5 5 5 6 5 43 3-1/2" +60.0 psf P-hook 1 7 7 7 7 1 7 7 7 1 7 8 1 8 8 8 44 47116" +80.0 psf 45 4-5/8" +100.0 psf PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.06 DLO WIDTH=NOM.PANEL WIDTH-7-3/8" Expiration Date:04/21/2021 �QN"(1'1.IVA/ r DLO HEIGHT=DOOR HEIGHT-11-1116" By:_I "-� I •'s^• PANEL HEIGHT=DOOR HEIGHT-2-1/2" t�• �jGSN�F <<� Miami-Dade Product Control ••.� TABLE NOTES: Z Y;: No.58705 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = Y+ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 0 ` AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. g DP&ANCHOR QUANTITY TABLE j m J ROSOWSKI ` 44/` 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 8 O� STATE OF (V` RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. B)CORRECTED DLO WIDTH. zg 03/23/20 %,�s 'F/•oRIOl". 3)SEE SILL RISER TYPES ON SHEET 4. — S10NAL EN ` 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR I I I I i i t 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 _ 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 NTS 8 OF 21 MD-5470.0 B A LYNN MILLER,P.E. REGISTRATION N29296 SGD-5470 O P.E.N 513705 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, Q INTERIOR POCKETS OF INTERLOCK OF INTERLOCK ANCENTERLINE HOR INFORMATION. CENTERLINE CENTERLINE C 6" LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX, of PANEL i of PANEL2 OF PANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEETS —� 25-316'MAX. — ANCHORAGE, °+2"ANCHORAGE, + 6" 6 MAX. SHEET 12 "2"ANCHORAGE, MAX. SHEETI2 "C3"CLUSTER, CLUSTER, SHEETI2 SHEETI2 SHEETI2 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.I ANCHOR) SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NON-STRUCTURAL ANCHORS MAY SHEET6 PXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A ID SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6" _ OF CENTERLINE CENTERLINE MAX. OF PANEL OF PANEL OF PANEL POCKET BY EXTERIOR INTERIOR OTHERS,SEE ° to 0 NOTES. Of o c o 0 0 SHEETS "+2" 25-3I8"MAX. f 6• �INCHORAGE, "+2"ANCHORAGE, "+2"ANCHORAGE, MAX, SHEETII SHEET11 SHEETIILUSTER, "C3"CLUSTER, EXTERIOR 12"MAX. 21.6" FRAME JAMBSEE POCKET JAMB 11 SHEET 11 END AN ANCHOR) MAX' REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS INTERIOR POCKETS SHEET fi 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1$2 PXXX(3-TRACK) as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE NOA-No. 20-0429.06 END PANEL ANCHOR EXCEPTION: Expiration Date:0412112021 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. DISTANCE TO NEXT CLUSTER By._1.—,2 1.� TO BE 25-318"O.C.OR LESS Miami-Dade Product Control FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6"MAX HEAD(CLUSTER ANCHORS)'SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT.ANCHOR 6 MAx. THE 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 11 ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: \`.��014Y LYNIl/��/ SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE a �icENse �! DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 %{ No.58705 x FOR PRODUCT REFERENCES,ALSO SEE: SHEET 13 FOR GENERAL - A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK:7 ANCHORS, =�7 LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI 1m t'j(� : LOCATIONS OF CROSS-SECTION DRAWINGS. j�2T® %•O�•., Tn1'E F t� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN a B)NO CHANGES THIS SHEET, 03/23/20 C( '•FL ORIDH,. C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ' S'S D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 1070 TECHNOLOGY DR E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 — F)SHEET 21 FOR A BILL OF MATERIALS. (941)-480-1600 �' a A.LYNN MILLER,P.E. P-HOOK:SHEET6 REGISTRATION#29299 SGD-5470 NTS 90F21 E$ MD-5470.0 �z B p,E.#58785 SILICONE HOT-MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 3/16"NOM. POLYISOBUTYLENE 1/4"NOM. FOAM WITH DESICCANT WITH 1-1/16"NOM. DESICCANT 3/16"T GLASS 75 76 EXT.GLASS EXT.GLASS 11/16"AIR SPACE 77 7a 3116"T GLASS PAINTED/ INT.GLASS INT.GLASS 62 OR 83 LAMINATED SURFACE 75 KODISPACE 78 SUPER a EXTERIOR 4SG TPS SPACER'NXTTm GLAZED IF#82831PRODUCT IS T SIOR-MI TOWARDS THE EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0429.06 INTERIOR Expiration Date:O412112021 PRODUCT IS"INTERIOR- I— I-GLAZED"IF#82-8315 By: �TOWARDS THE INTERIORMlaml-Dade Product Control ALUMINUM REINFORCEMENT POLYISO- tINT. NT FILL AREA BUTYLENE5/16"NOM. 5116"NOM. SEAL GLASS DETAIL BUTYL 8 LICONE 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. "T'=TEMPERED INT.GLASS LASS 77 DURASEAL@ 76 XL EDGETm SPACER SPACER \,illllnlr�, •�p�d`f LY(�IN��%� ��.• 10ENSF VINYL SLIDING GLASS DOOR NOA(NI) a 10/05/15 '1� NO.55705 J- GLAZING DETAILS 1. J ROSOWSKIto-, Z� .4 (/4tj: n� B)NO CHANGES THIS SHEET. rc 03/23/20 ;TES•.•F�L�RI�I,.•u�c; 1070 N. TECH ,OFLOGY DR _ �� S10NAL F ` (941)-480-1600A.LYNN MILLER,P.E. REGISTRATION 029296 SGD-5470 NTS 100E 71111 MD-5470.0 r B p,E.958765 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL_ INTERLOCK— INTERLOCK PANEL CENTERLINE PANEL CENTERLINE 4" CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4 - P��' F EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3' 10, 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS ",I"ANCHOR LOCATION "-2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL CENTERLINE 4"IN CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLINE 4" 4" EXTERIOR —►'+ 3.22" EXTERIOR 3.22"'­­1 EXTERIOR EXTERIOR 3.22" EXTERIOR `J 3-TRACK CLUSTER'C3' 3-TRACK CLUSTER"C5' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION ",2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK— PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4" ° o 0 0 EXTERIOR —3.22" EXTERIOR 3.22 EXTERIOR v 4-TRACK CLUSTER � n EXTERIOR EXTERIOR 3.22" 4-TRACK CLUSTER v 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'C5"ANCHOR LOCATIONS "-I"ANCHOR LOCATION "-2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS NOTES: NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: 2)TRACK-TO-TRACK PRODUCT REVISED DISTANCE IS 2.375' W2.375" 2)TRACK-TO-TRACK as comp Ing with the Florida Building ode FOR ALL SILLS: DISTANCE IS 2.375" W2.375" NOA-No. 20-0429.06 FOR ALL SILLS: Expiration Date:04121/2021 By: !I—, I- .�. Head/Sill C+1 Miami-Dade Product Control Jamb 5 FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 a'�•' �ICC�!�C',��� / CLUSTER ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 .4: No.58705 /,2 ANCHOR LOCATIONS A &� J ROSOWSKI Liter—. Z� laf z B)NO CHANGES THIS SHEET. 12 03/23/20 ',��`•' F<oR1oI�..•'..�� Head/Sill C3 1 1070 TECHNOLOGY DR •�'SS/0NAL Jamb 5 '�ii!IIIII+i� N.VENICE,FL 34275 P-hook 7 (941)480-1600 SGD-5470 NTS 11 OF 21 MD-5470.0 9 B A.LVNN MILLER,P.E. REGISTRATION#29296 h P,E.#58705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK 4" INTERLOCK—� 4" PANEL_ CENTERLINE 4" CENTEPANEL RLINE 4" _ CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" EXTERIOR 3 22" 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER'C5" �l �l 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS ".1"ANCHOR LOCATION '+2'ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— INTERLOCK PANEL PANEL PANEL CENTERLINE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE 4„ 4.75" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR yI 3.22" 3ACK INTERMEDIATE-TRACK CLUSTER'C3' 15 3-TRACK CLUSTER"C5" +iR ANCHOR LOCATION ID 3-TRACK INTERMEDIgTE n 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+2"ANCHOR LOCATIONS v '43"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4,. INTERLOCK--� 4" CENTERLINE PANEL PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR EXTERIOR 3.22" EXTERIOR EXTERIOR EXTE�IRIOR 4-TRACK CLUSTER ID 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2" 2 y 4-TRACK INTERMEDIATE"+3- 'C3"ANCHOR LOCATIONS "C5'ANCHOR LOCATIONS 4-TRACK CLUSTER ".1"ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING 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" t2.3751, —� as complying with the Florida 2)TRACK-TO-TRACK Building Code FOR ALL HEADS: DISTANCE IS 2.375" . 2.375" NOA-No. 20-0429.06 FOR ALL HEADS: Expiration Date:04/21/2021 l3y:—I",.F 1. Miami-Dade Product Control Head/Sill I C 1 ��a LIF;gi,;� - FIGURES PERTAIN TO THE FOLLOWING HEAD G v WI Jamb 5 ; ; CLUSTER ANCHOR LOCATIONS: P-h00k 7 't �)Gf-NS,c '•(( NO.58705 '•. x'= VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _ ANCHOR LOCATIONS B m J ROSOWSKI 2 J ® ��Q^•. S ATE )F B)NO CHANGES THIS SHEET. 03/23/20 '•.F�0RID�. Head/Sill C5 1 1070 TECHNOLOGY DR ,,��SS/�INAL I� \\ P-hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 111 12 OF 21 G A.LYNN MILLER,P.E. REGISTRATION#29286 . a P.E.#58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIES FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: ►1 r— 2.375" 4.75" 7.125" 6" MAX. Head/Sill 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.ANCHOR TO AID I N ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN, FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAX. MAX. MAX. (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE 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" 1 SILL SILL EXTERIOR SILL EXTERIOR (l:zl EXTERIOR (3)TRACK WEEP HOLES n 6"MAX. EVERY 24"@ 1.125"X.190";�\ (6)TRACK WEEP HOLES \ OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190';- — (10)TRACK WEEP HOLES TO AID IN 24"@ 1.376"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: OF ANCHORS REQUIRED IN ACT THEP-HOOK. SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED as complying with the Florida FIGURES PERTAIN TO TFIE FOLLOWNG POCKET JAMB Building Code ��•'' �1(:EfJ3G P-HOOK ANCHOR LOCATIONS: NOA-No. 20-0429.06 Expiration Date:04/21/2021 �i:• No.58705 W By: I,;,__ VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 !ro _ c Miami-Dade Product Control (�ANCHOR LOCATIONS Cm J ROSOWSKI ' '•a SFATE OF1�27;- 01 Head/slll c3+1 1070 TECHNOLOGY DR a 11 OD B)NO CHANGES THIS SHEET. 03/23/20 �5S/Cgal INAI P-hook 7 N.VENICE,FL 34275 _ eS (941)ABO-1600 SGD-5470 NTS 13 OF 21 z MD-5470.0 �4 B A.LYNN MILLER,P.E. REGISTRATION#29296 m C P.E.#58705 HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNPERTAIN 9DTCOORTER'fi THE ANCHOR LOCATIONS: - 90TT 4" 4„ 4„ 4" 4" 4" 4T"" 4" F[L/ I '_$11P�1 Head/Sill C3 1 3.22 EXTERIOR 3.22'EXTERIOR a{i Jamb 5 2-TRACK 90"CORNER 2-TRACK 90°CORNER JI P-hook 7 "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 2-TRACK 90"CORNER EXTERIOR 2-TRACK 90"CORNER EXTERIOR (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS I, "C6°ANCHOR LOCATIONS n (USE WHERE"C3"IS SPECIFIED) , (USE WHERE"C5"IS SPECIFIED) �l prim "W2M 4" 4" 4" PRODUCT REVISED 4" as complying with the Florida Building Code NOA-No. 20-0429.06 Expiration Date:04/21/2021 4„ 4„ 4„ 4" By; Miami-Dade Product Control EXTERIOR 3.22" EXTERIOR 3.22" 3.22" 3-TRACK 90"CORNER 3-TRACK 90°CORNER rl"C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS r 3-TRACK 90"CORNER EXTERIOR�7 3-TRACK 90" EXTERIOR CORNER r (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS 1 y "C6"ANCHOR LOCATIONS 1 y q (USE WHERE"C3"IS SPECIFIED) �/ (USE WHERE"C5"IS SPECIFIED) 1 M n M M 1 9i b 9 4, No.587Ds iv &3 22 TATE OF 4-TRACK 90"CORNER EXTERIOR 4-TRACK 90 CORNER EXTERIOR EXTERIOR 3.22 EXTERIOR i� s2 Qn1/->,�•L�, "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 4-TRACK 90"CORNER 4-TRACK 90°CORNER /11 I I I I 1 I 1 (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS '� "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.#56705 FIGURES PERTAIN TO THE FOLLOWING 93•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: -- � VINYL SLIDING GLASS DOOR NOA(NI) M 10/05/15 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D m* J ROSOWSKI HeadlSill C3 1 Jamb 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. 03/23/20 P-hook s DISTANCE IS 2.375" 2.375" 2.375" rc FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR ag N,VENICE,FL 34275 (941)-480-1600 3 E $GD-5470 NTS 14 0E 21 0 MD-5470.0 B REGISTRATION#2929G HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135'CORNER CLUSTER ANCHORS LAYOUT: FOLLOW G735TCORTI°RSLL ANCHOR LOCATIONS: 135' 4 4" 4„ 4„ e4" Head/SillC3 1 3 22" EXTERIOR Jamb 5 any Cn/ 4„ EXTERIOR a„ EXTERIOR P-hook 7 2-TRACK R L CORNER " 2-TRACK 135°CORNER 2-TRACK 135'CORNER 2-TRACK 135'CORNER "CW ANCHOR LOCATIONS "CW ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5°IS SPECIFIED) (USE WHERE"CT'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4" lipaEXTERIOR 4„ aPROmP Y9 wUCT ith the Florida BuildingCode 4„ NOA-No. 20-0429.06 Expiration Date-A4/21/2021 EXTERIOR EXTERIOR Bye_ +—3.22" V 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) "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) AL �-. No.58705 J 4" 4, tij EXTERIOR EXTERIOR EXTERIOR EXTERIOR � ., 3�ATE F (V\ �+I�y 2PIy 3.22" S '•:�GHyG"••'j\�� 4-TRACK 135'CORNER v 4-TRACK 135°CORNER v "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 4-TRACK 135°CORNER 4-TRACK 135°CORNER 'i�S/0NAl- (USE WHERE"C3'IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) A,LYNN MILLER,P.E. NOTES: P.E.It 58705 FIGURES PERTAIN TO THE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(NI) $ 10/05/15 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Eb J ROSOWSKI Head/Sill C3 1 Jamb 5 3)TRACK-TO-TRACK rc B)NO CHANGES THIS SHEET. �� 03123/20 P-hook 7 DISTANCE IS 2.375" 2.375" t2.375.1 FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)480-1600 SGD-5470 NTS11 15 OF 21 € MD-5470.0 B REGISTRATION N29298 HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: F'SPLICED PERTAIN ANCH THE OR LOCATIONS:FOLLOWING SPLICE SPLICE SPLICE SPLICE LOCATION 4" LOCATION 4" LOCATION LOCATION 4" 4" c 3 EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR Head/Sill C 1 15 2-TRACK SPLICE \% 2-TRACK SPLICE 1 y 2-TRACK SPLICE ,I� 2-TRACK SPLICE Jamb 5 "C4"ANCHOR LOCATIONS ANCHOR LOCATIONS vv "C4"ANCHOR LOCATIONS ��// "C6"ANCHOR LOCATIONS P-hook 7 9 L (USE WHERE"C3"IS SPECIFIED) (USE WHERE TV 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 3-TRACK SPLICE 3-TRACK SPLICE 3-TRACK SPLICE 3-TRACK SPLICE NOA-No. 20-0429.06 "C4.ANCHOR LOCATIONS 15 .C6"ANCHOR LOCATIONS `C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) Expiration Date:04/21/2021 (USE WHERE"CT'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) Miami-Dade Product Control SPLICE 4.75" SPLICE SPLICE SPLICE 4" - LOCATION LOCATION LOCATION LOCATION 4" �—3.22" EXTERIOR 3.22 EXTERIOR 3.22" \\gyp.v'I`-...1,�'• /1j/( EXTERIOR 4„ EXTERIOR . ` ` i i IiVN ,Jn� any �j\. 4-TRACK SPLICE V 4-TRACK SPLICE 'C4"ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS F -C4`ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"CT'IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) sz, NO.58705 (USE WHERE'C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) T� = -/A : O S`:^,TE NOTES: �nAIAL \ 1)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. HFAOANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/15 DISTANCE IS 2.376' 2.375" 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F t J ROSOWSKI rc B)NO CHANGES THIS SHEET. �d 03/23/20 Head/Sill C31 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED �.� � Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR aN.VENICE,FL 34275 P-hook 7 (941)-4BO-1600 SGD-5470� NTS 16 OF 21 0 MD-5470.0 ¢ B REGISTRATION g29296 I PANEL PANELS RIGHT STILE TYPE SCREEN PANEL TYPES -"-- — I OUTSIDE 90° INSIDE 90' OUTSIDE 135- INSIDE 135° (/�_ DOUBLE ASTRAGAL SINGLE SINGLE TYPES INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK —� STILE W)HANDLE BOX OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED LOCKSTILE DOUBLE M INTERLOCK SINGLE INTERLOCK F PP K L L TC TA TV TW J LOCKSTILE ASTRAGAL OUT ■/1 //1� C//1 C C C C SINGLE B E P A V V S V VA V V V W V D INTERLOCK DOUBLE INTERLOCK W IN IBOXoun (Box" INTERLOCK �- FIXEDDOUBLE STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTILE I- (DOXOUI) (DOX00 W LOCKSTILE —I W/HANDLE D M J J U ASTRAGAL �7.wvwv+C] LOCKSTILE (DOXOUr) (DOXSQ Co ASTRAGADO BLE L BOX OUT (� (f/ R T / / =DS INTERLOCK IMELOCK w ASTRAGAL N T U J BOX IN X1N MGM) (DOXIN OUT.90' IHL zAST RECEIVER CT CS CF ASTRAGAL a RECEIVER AT AS DF OUT. S VF ASTRAGAL PRODUCT REVISED RECEIVEVE VT VS complying with the Florida Building Code IN.AGAL ASTRAGAL WF E piration Date:04/212021 RECEIVER WT W By:_1i-. -7 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. �_��' �1cENSF''•:�� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 ='r Cam-AATiE 58705 ,�= NOT AVAILABLE. -PANEL TYPESm J ROSOWSKI ,1 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® p�•, F ••�V\ B)CORRECTED"E"PANEL TYPE NAME. 03/23/20 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR rc� nAiAL 111 N.VENICE,FL 34275 (941)480-1600 SGD-5470 NTS 17 OF 21 ; MD-5470.0 B A.LYNN MILLER,RE REGISTRATION#29296 #, C P.E.#511705 I 5.875 10.635 540 291 061 .762 r 125 { r-.550 LO O _ I LjL100OJO .500 .930 �r� INTERLOCK CAP, 1.812 ❑ .100 ❑ �� d��Cr�- � E� 1.681 lr-.062 301 � 1.928 7�COVER(PVC)SCR ®ANCHOR PLATE Q9 TRACK INSERT 10 EXTENDED POCKET 5.178 1Q 2 TRACK HEAD/JAMB ©4 TRACK SILL 1.000 252 231 060 �r 2.060 .100 8.250 - -j 8.250 pp�pp 062 T .080-- uOL O O 1 0 -.100 O �� .9949 1.435 r 1� 1.983 ❑ ❑ ❑ 1.813 �� 1.681 --"'I! .062 060 100 �� dQ®� Q LIDJ�� 11 BOTTOM RAIL 12 OUTER COVER SILL 13 COVER SILL 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL 540 540 291 .061 .229 2.975 -- �1 25141 � 10.625 � 5.875 �1 3.000 - _ 075 LJ� O�O O� 100 R 626 .500 Imo-2.607 rl( 1.406 ❑ ❑ ❑ ❑ 1.813 �p �o II 681 f-�II---.062 II•-.062 l II --1 .3293 100 -i dam ®� 19 KEEPER KEEPER 21 BAR GOVERMENT REINFORCEMENT ©3 FIXED PANEL CLIP ®P�gTEORCEMENT OS 4 TRACK HEAD/JAMB (2 2 TRACK SILL 2.511 a 2.838­1 1.570 I± �1.625 � � 1.595 � � 1.595 � .309 2.696� � -.OBO /I 3.483 r-_125 2.0173 .099 2.833 2.368 2.7138 .400 2.768 2.0� 312 .070 2.210 .09075 4.635 4.279 .100 L-2.116 .300 0 E 1 q, (34 INTERIOR JAMB COVER �II�-.1BB - L r ❑ Q 110 I�- - 4�-.182 .120 - I I� ,182 T 2.710 Q 1.875 ��- PRODUCT REVISED .120 �-2.291 .100 0o as complying 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 27 REINFORCEMENT, ®REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-No. 20-0429.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date:24121/2021 REINFORCEMENT By:-I,�'-2 1 44�^•- 3.452 3.326 .-3.345 NOTES: Miami-Dade product Control 1.472 919 1)SEE SHEET 4 FOR .125 3.209 - 125 .06013.713 -,090 SILL RISERS. 2.175 .046 1.500 3.247 y 3.345 060 .070 1 .065 2)SEE SHEET A .300 1.170 1--'-.229 L- �.919 FOR SCREEN PARTS. 135'CORNER 135'CORNER 37 38 39 135°CORNER 135°CORNER 90°CORNER 40 41 90°CORNER 90°CORNER 3)ALL DIMENSIONS 35 36 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR •\: '��'� ' .210 .252 �JJ VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 = /� 1.261 �1.261 _9 i (JI �x= EXTRUSIONS J ROSOWSKI Are uF Ci 62 1-1/16"' 83 1-111s" I ® rc B)NO CHANGES THIS SHEET. 03123/20 BEVELED BEAD OGEE BEAD 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 18 OF 21 j z M D-5470.0 1 z B A LYNN MILLER,P.E. REGISTRATION N26206 P.E.#58705 61� i)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB CLIP INTO ATTACHMENT (4)CLIP ANCHOR &SUBSTRATE, ASSEMBLY PANEL HEADER TYPE AS USED ° USING 4 INSTALL ONE BLOCK AT � — �f IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLOCK TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL 93 (3)#10 X ° TABLE 1 ONE BLOCK THAT 1.5"SMS / SPANS BOTH PANELS. \ 90 13 SMS 0� c I o 23 FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT TX HE PANEL MIDSPAN OF EACH FIXED B5(2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8XV \ \ 0 SMS 90 _/ \\ (4)#10 z1 BAR COVER X 2"SMS 98 22 REINF.BAR /4 81 1- �m 1-1/4"SMS � 1 KEEPER 19 q (4)THRU KEEPER @MAX 3.5"O.C.,SEE SHEET 19 Fa P a JAMB TO KEEPER TO JAMB SILL ASSEMBLY \ ATTACHMENT \\ ( LOCKING JAMB PRODUCT REVISED as complying with the Florida REINFORCEMENT PLATE ❑0 Bullding Code 79.06 ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK NDA-No. 20-04 @ 34-112"MAX O.C. OXXX SHOWN KEEPER 19 Byplratlon Date:04/21/2021 2021 Miami-Dade Product Control \ (4)#10 X 2"SMS 60 INTERLOCK INTERIOR �\ CLIP COVER \\\ I INTERLOCK NOTES EXTERIOR 24 REINF.PLATE DETAILS TI 2)SEE SHEETS 11 16 FOR ANCHOR LOCATION&USPACING.T \.``\01;V '.�'`'N BOTTOM RAIL B4#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. \�.•'�1cEta sF'•.�� SUPPORT 71 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, az VINYL SLIDING GLASS DOOR NOA(NI) 0 10/05/15 INTO PANEL PANEL j ACCESSORIES INSTALLATION J ROSOWSKI Z#1 O X Q $ATE .f �`. INTERLOCK SILL RETAINER 93 1-1/2"SMs ASSEMBLY ; FLOR.U,•• -\� _ o B NO CHANGES THIS SHEET. a 03/23120 -- ALL PANEL CORNERS ) J Sr,UrVAL �� CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR � '/,�W r r I I I 110� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 3 (941)-480-1600 SGD-5470 i NTS 19 OF 21 MD-5470.0 B A.LYNN MILLER,P.E. REGISTRATION*29296 P.E.#58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� O7 OROOR 5 ❑� 125 108 OOROOR 6 121 123 129 102 t79 103 732 - ° 111 105 11B HORIZONTAL SECTION ,-�I _ HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 775 33 102 111 32 131 �� 121 108 ❑ I� OOROOR 5 ❑I 111 122 1 OROORO d n 1 OROORO6 100 tis 116 HORIZONTAL SECTION EXAMPLE 112 120 104 102 HORIZONTAL SECTION 117 1081 �-1.081 EXAMPLE �- yl 1.778 1.778 ;935 —.875—�Jr— 875 r1.020—► r- --►ate—.050 - LL .045 120 SCREEN 21 SCREEN 122 SCREEN OXO 1.993 � 1.993 � 1.874 � FRAME SIDE RAIL, ASTRAGAL jL jL RAIL LATCH ADAPTER —►III—.062 I-+--•062 �+—.062 PRODUCT REVISED BOX SCREEN BOX SCREEN BOX SCREEN as complying with the Florida 106 TOP RAIL 101 BOTTOM RAIL 1oz SIDE RAIL -�-�{ Fes---7251.435 I+-- NOA Building Code 20.0429.06 tz7 .765 782 4 Expiration Date:04/21/2021 OR ���—.040 By:_1 c<...7 07 1t30Rt14 1.020—�{ r �1.593 I1.373��— 128 120 .062TMiami-Dade Product Control z oROoR sO f 123 SCREEN VINYL 12n FRAME SILL ° 1.872 —,055 063 ° 2 OROORO ASTRAGAL SCREEN 1.833 ADAPTER ADD-ON 107 ° —•I 062 F--.372 124 0 BOX BOX BOX SCREEN d 103 SCREEN (04 SCREEN 105 OXO �Q INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION `• I /'/.1�/ EXAMPLE >0 "•• ••.. A,.• ro 306NOTES:0551.4871)ALL DIMENSIONS IN INCHES.1 � r 1•a 060 VINYL SLIDING GLASS DOOR NOA(NI) S 10/05/15 _ 1`In'�o' --• I SCREEN DETAILS JROSOWSKI �'•,L1 ��Z�aO �` BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® — G� rE br-- 706 ASTRAGAL 107 SILL ADD-ON 10B AND JAMB ADD-ON a B)NO CHANGES THIS SHEET. rc� 03/23l20 �' '.`'ort11,P.• '_•,>\ ADAPTER / �S/nNAt���1070 TECHNOLOGY DRInj N.VENICE,FL 34275 111111 11 W gMD-5470.0 �iB .LYP.N MI5L5L7E0R5,P.E.(941)480-1600 GD-547 N T Sj 20 OF 21 E.#REGISTRATION029296 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description 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 19082 90°Comer Astragal Cap-Int. Rigid PVC 101 12257 Box Screen Bottom Rail 6063 T5 At " 3 19025 3-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6063-T6 Alum. 102 12258 Box Screen Side Rail 6063 T5 At 4 19026 3-Track Sill Rigid PVC 43 19022A Sill Riser-(3-10) 6063-76 Alum. 103 64428 Box Screen Interlock 6063 T5 AI 5 19027 4-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6063-T6 Alum. 104 17347A Box Screen Snap-on Bug Flap 6063 76 At 6 19028 4-Track Sill Rigid PVC 45 19024A Sill Riser-(45/8") 6063-T6 Alum. 105 64345 Box Screen OXO Astragal Adapter 6063 T6 AT 7 19009 Frame Screw Cover Rigid PVC 50 718609W .187"x.320"Finseal(Stile) 106 17349 Box Screen Astragal Adapter 6063 T5 AI 8 19031 Anchor Plate 6063-T6 Alum. 51 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 107 19039 Box Screen Frame Sill Add-cn 6063 T6 Al 9 19007 Track Insert 6063-T6 Alum. 52 71696 Dust Plug 108 19038 Box Screen HeadlJamb Add-on 6063 T6 AI 10 19084 Interlock Cap-Extended Packet Rigid PVC 60 419041 Interlock Clip Cover PVC 109 720X1X #14-20 x 1"MS @ Top Rail SS 11 19036 Bottom Rail Support 6063-T6 Alum. 61 78153X Tandem Roller Assembly SS 110 720X112X #14-20 x 1-1/2"MS @ Bottom Rail SS 12 19006A Outer Sill Cover 6063-T6 Alum. 62 78153N Tandem Roller Assembly Nylon 111 71793G Wslp,.270"x.150'-Fin Seal 13 19011 Sill Track Cover Rigid PVC 63 7BX75FPTX #8 x 3/4"Ph.FH SMS @ Roller&Reinf. SS 112 61805K Wstp,.18T'x.500'@ Bug Flap 17 19032 P-Hook Adapter 6063-T6 Alum. 64 419042 Frame Header Block Nylon 113 7SRAZ Standard Roller Nylon 18 1 19020 P-Hook 6063-T6 Alum. 65 48052 Roller Adj.Hole Plug PVC 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6063-T6 Alum. 66 1 44385 4 Hole Bumper Stop PVC 115 varies Screen Locking Hardware Steel 20 19029M Keeper 6063-T6 Alum. 67 76Xll4FPTX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 116 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigid PVC 68 71696G Sill Plug PVC 117 76X1PPA #6 x 1"Ph.PH SMS Steel 22 19030 Reinforcement Bar 6005-T5 Alum. 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 118 1692/314 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 1816C20 Screen Cloth Fiberglass 24 19035M Reinforcement Plate 6063-T6 Alum. 71 varies Handle Kit Cast ZZnc TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile 6005-T5 Alum. 75 Kommeding 4SG TPS Spacer System See Sheet # Part# Description Material 26 19046 Reinforcement Composite 76 Quanex Super Spacer nXr with Hot Melt Butyl 27 19018M Interlock.300 Reinforcement,Sid. 6005-T5 Alum. 77 Quanex Duraseal 10 for 120 12033 Screen Frame Rail 6063 T5 Al 28 19013M Iniedock.400 Reinforcement,HD 6005-T5 Alum. 78 Cardinal&Edge Spacer Materials 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 Al 29 19019M Astragal Reinforcement 6005-TS Alum. 79 Dow 791,983,995 or GE-7700 Backbedding Silicone 122 17363 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 4853K Screen Vinyl Astragal Adapter Rigid PVC 31 19005 Interlock Adaptor Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 124 190128 Frame Sill Screen Add-on 6063 T6 Al 32 19D08 Astragal Add-on Rigid PVC 86 71726K Setting Block 1"x 4"x 1/16",85+/•5 duro. Neoprene 125 6FP95K Bug Flap,85+/-5 duro. Vinyl 33 19004 Panel Stile,Top/Bottom Rail Rigid PVC 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 127 78X712027 #8 z 1r Key W el SMS(Assembly) Sl 34 19040 Interior Jamb Cover 6063-T6 Alum. 91 78X114PHPT410X 48 x 1-114"Ph.PH SMS @ Reinf.Bar SS 128 712027 Corner 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 36 19077 135°Corner Astragal Passive Mount 6063-T6 Alum. 93 710X115PPX #10 x 1-1/2"Ph.PH SMS @ Fxd.Pnl.Clip SS 129 varies Screen Locking Hardware Steel 37 19079 135°Corner Astragal Cap-Ext. Rigid PVC 94 710X2.5PHPT18-8X #10 x 2-1/2"Ph.PH SMS @ Reinf.Plate/Ast. SS 130 710X34PPSDAX #10 x 3/4"Ph.PH SMS @ Screen Ast. SS 38 19080 135°Comer Astragal Cap-Int. Rigid PVC 95 71420X 131 78X12PPSMSX #8 x 1/2"Ph.PH SMS @ Door Ast. SS2.25FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS 132 1692l314 Screen Spline-.145" Vinyl 39 19078 90°Corner Astragal 6063-T6 Alum. 96 71 OX1.75PPX #10 x 1-3/4"Ph.FH SMS @ Ast.Mount SS 133 1816C20 Screen Cloth Fiberglass 97 710X34PPX #10 x 3/4"Ph.PH SMS @ Ext.Pkt.Int. SS 98 710X2PPX #10 x 2"Ph.FH SMS @ Keeper SS TABLE F: Material Min.FY Min.F. NOTES: PRODUCT REVISED W t l l l r i r r,r 1)ITEMS#14-16,46-49,53-59,72-74,80,81,84,85,87-89,98&99 ARE NOT as compting with the Florida #12 Steel Screw 92 ksi 120 ksi USED AND ARE NOT PART OF THIS APPROVAL. Building vvv0�(I`r.pJN ode �v •. 41GENS X! NOA-No. 20-0429.06 #12 410 Screw 90 ksi 110 ksi Q-; •(n Expiration Date:04/21/2021 1/4"DeWalt/Eico Aggre-Gator@ 57 ksi 96 ksi juj � a _ :' No.58705 1/4"Elco UltraCorAD 155 ksi 177 ksi VINYL SLIDING GLASS DOOR NOA(NI) Id 10/05/15 By: :: I i•-k _ _} _Yliam-OadePr,d -•p 1/4"DeWalt UltraCon+@ 148 ksi 164 ksi PARTS LIST j� J ROSOWSKI = � 114"410 SS DeWalt/Elco CreteFlex@ 127.4 ksi 189.7 ksi T TE O �:6063-T5 Aluminum 16 ksi 22 ksi d B)ADDED BKBDG TYPES&TABLE F. zg 03/23/20 ' (� '•F<oklor,.•''_��� A36 Steel 36 ksl 58 ksi Gr.33 Steel Stud 33 ksi 45 ksi 1070 TECHNOLOGY DR �'�irNAL OW v`�v N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS 1 A.LYNN MILLER,P.E. REGISTRATION#20296 a ° 70'0 P.E.#58705