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HomeMy WebLinkAboutNOAMIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 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 rev oke, in o dify, o r 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 "SGD 5570-Window" Vinyl Horizontal Sliding Glass Window (Reinforced) w/ wo 900 and 1351 corners and w/wo Pockets-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5570W.0 Rev C, titled "Vinyl Sliding Glass Window", sheets 1 through 21 of 21, prepared by manufacturer, dated 03/22/20 and last revised on 02/01/21, 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 revision date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet �) of this approved drawing set for applicable Window unit sizes, design pressures, reinforcements types, glass types, sill riser (Table B1 & 112) and anchors requirements. 2. See glass options in sheet 10. Product can be Exterior or Interior glazed. Interior glazed to be rotated 1800 shown, such that "HS" surface of laminated glass adhered to glazing leg. 3. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC manufactured by Vision Extrusion, Ltd to be labeled per referenced NOA's requirements. 4. Pocket walls under separate approval, to be reviewed by Building official. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 & renews # 20-0406.06 consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 21-0205.02 MIAMI-D®uNnr ' Expiration Date: August 04, 2026 Approval Date: March 25, 2021 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous submittal A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files see below). 2. Drawing No. MD-5570W.0 Rev A, titled "Vinyl Sliding Glass Window", sheets 1 through 21 of 21, prepared by manufacturer, dated 04/14/16 and last revised on 04/18/17, signed and sealed by Anthony L. Miller, P.E. Note: This revision consists of adding FBC 2017 (6a' Edition) and identifying PVC extruder notes. B. TESTS (Submitted under files # 16-0505.01 /#15-1210.01) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546 dated 11/06/15 and revised on 01/04/16 & 02/11/16, FTL 8547 dated 12/04/15 and revised on 02/15/16, Test Report No. FTL 8548, dated 12/04/15 & revised on 01/04/16 & 02/11/16, FTL 8549 dated 11/06/15 and revised on 12/04/15 and 02/11/16, FTL 8552 dated 12/04/15 and 02/15/2016, all signed and sealed by Idalmis Ortega, P. E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and 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 6638 (samples A-1 thru A-22), dated 1 l/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). (Submitted under file # 15-0409.02/#13-1125.05) 3. REF Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, RE 4. Additional REF test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.02 Expiration Date: August 04, 2026 Approval Date: March 25, 2021 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under files # 16-0505.01) 1. Statement letter of compliance to FBC 2017 (6th Edition) dated 08/02/17, prepared by PGT, signed and sealed by Anthony L. Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th edition), prepared by PGT, dated 05/02/16, signed and sealed by Anthony L. Miller, P.E. 3. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0820.11 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Ltd for their "VE 1000 Tan 202 & light shaded (Non -White) Rigid PVC", expiring on 12/29/21. 3. Notice of Acceptance No.14-0820.12 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. 5. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for the "Sentry Glass (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for the "Trosifol ultra clear, clear & color PVB glass interlayer (former Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of compliance to FBC 2017 (6th Edition) dated 08/02/18, prepared by PGT, signed and sealed by Anthony L. Miller, P.E. 2. Statement letters of compliance to FBC 2014 (51h Edition) and "No financial interest", dated 05/02/16, prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under files # 16- 0505.01) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 16-0505.01, expiring 04/04/21. 2. Test proposals #16-0152 dated 03/09/16 approved by RER, test proposal dated April 17, 2015 approved by Jaime D. Gascon, P.E. and # 10-0767, dated 08/25/10 approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. MD-5570W.0 Rev B, titled "Vinyl Sliding Glass Window", sheets 1 through 21 of 21, prepared by manufacturer, dated 03/22/20 and last revised on 04/02/20, signed and sealed by Anthony L. Miller, P.E. 1 �t-7 f . Z�yn , Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.02 Expiration Date: August 04, 2026 Approval Date: March 25, 2021 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted (continue) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 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 09/03/14FTL-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 Ultracon+ anchor comparison, complying with FBC 7th Edition (2020) dtd 04/02/20, prepared by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.18-1108.10 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/24. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Ltd for their "VE 1000 Tan 202 & light shaded (Non -White) Rigid PVC", expiring on 12/29/21. 3. Notice of Acceptance No.18-1108.11 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 10/29/21 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. 5. Notice of Acceptance No.17-0808.02 issued to Kuraray America., Inc. for the "Sentry Glass (Clear and White) Interlayer", expiring on 07/04/23. 6. Notice of Acceptance No.17-1114.13 issued to Kuraray America, Inc. for the "Trofosil ultra clear, clear & color PVB glass interlayer (former Kuraray Butacite PVB Interlayer)", expiring on 07/08/24. F. STATEMENTS 1. Statement letter of compliance to FBC 2020 (7th Edition) and "No financial interest" dated 04/02/20, prepared by PGT, signed and sealed by Anthony L. Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 17-0420.16, for FBC 2020 updates, expiring 08/04/21. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaql. Chanda, P.E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.02 Expiration Date: August 04, 2026 Approval Date: March 25, 2021 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted A. DRAWINGS 1. Drawing No. MD-5570W.0 Rev C, titled "Vinyl Sliding Glass Window", sheets 1 through 21 of 21, prepared by manufacturer, dated 03/22/20 and last revised on 02/01/21, signed and sealed by Anthony L. Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 7th Edition (2020), dated 02/01/21, 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 02/01 /21, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. This NOA revises & renews NOA# 20-0406.06, expiring 08/04/26. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 21-0205.02 Expiration Date: August 04, 2026 Approval Date: March 25, 2021 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS WINDOW INCLUDING POCKETS & 90°/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES1NO6�Sj: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX & AGGRE-GATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS WINDOW MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES.- 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN- STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS WINDOWS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS WINDOW 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. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 21 VERIFY THAT THE OPENING'S REQUIRED DESIGN IMPACT RATING DESIGN PRESSURE RATING RATED FOR LARGE & SMALL SEE TABLES 1, 2 & B1, B2 MISSILE IMPACT RESISTANCE ON SHEETS 7 & 8 TABLE A. Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A #12, steel SMS (G5) or 410 S.S. SMS (min. 11 threads/in) P.T. Southern Pine, (SG=0.55) Head/Sill/Jamb/P-hook 9116" 1-3/8" Aluminum, 6063-T5" (0.125" min.) Head/Sill/Jamb/P-hook 3/8" 1/8" Steel, A36*, (0.060" min.) Head/Sill/JamblP-hook 3/8" 0.060" Steel Stud, A653 Gr. 33', 0.071" min. Head/Sill/Jamb/P-hook 3/8" 0.071" 14 Ga. 1/4" Elco Ultracon P.T. Southern Pine, (SG=0.55) Head/SiIIIJamb/P-hook V 1-3/8" 1/4" DeWalt Ultracon+ Jamb 1" 1-3/8" 1/4" Elco 410 S.S. CreteFlex Mead/Sill/Jamb/P-hook 1" 1-3/8" B #12, steel wood screw (G5) P.T. Southern Pine, SG=0.55 Head/Sill/JamblP-hook 9116" 1-3/8" 1/4" Elco Ultracon Concrete, (min. 2.85 ksi) P-hook 1" 1-3/9' Head/Sill/Jamb 1-3/16" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb/P-hook 1" 1-1W' C 114" DeWalt Ultracon+ Concrete (min. 3 ksi) Head/Sill/Jamb 1-1/2" 1-3/8" P-honk 1" 1-318" Ungrouted CMU, (ASTM C-90) JamblP-hook 1" 1-1/4" 1/4" DeWalt/Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C-90) JamblP-hook 1-3/4" 1-114" Concrete, (min. 3.35 ksi) Head/Sill/Jamb 1-3/16" 1-314" P-hook 1" 1-314" 1/4" DeWalt/Elco 18-8 S.S. Aggre-Gator Concrete, (min. 2.22 ksi) HeadlSill/JamblP-hook 1-1/2" 1-318" Ungrouted CMU, (ASTM C-90) JamblP-hook 2" 1-1/4" P.T. Southern Pine, SG=0.55 HeadISiIIIJamb/P-hook 1" 1-318" 1/4" Elco Ultracon Concrete, (min. 2.85 ksi) HeadISiIIIJamb/P-hook 2-1/2" 1-3/8" Ungrouted CMU, ASTM C-90 JamblP-hook 2-1/2" 1-114" D 1/4" DeWalt Ultracon+ Concrete, (min. 3 ksi) HeadISiIIIJamb/P-hook 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) JamblP-hook 2-1/2" 1-1/4" 114" DeWalt/EIco 410 S.S. CreteFlex Concrete, (min. 3.35 ksi) Head/Sill/Jamb 2-1/2" 1-3/4" P-hook I -1121 1-318" Un routed CMU, (ASTM C-90) JamblP-hook 1 2-112" 1-1/4" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES APPLICABLE. FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE F, SHEET 21. CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR 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 REGISTRATION 929296 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DPIANCHOR TABLES ........ 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES..................19 SCREEN DETAILS.............20 PARTS LIST........................21 VINYL SLIDING GLASS WINDOW NOA (LM) JAI 04/14/1 GENERAL NOTES 114"d J ROSOWSKI C) REV. ANCH. HEAD SHEETS 3,4 & 6 a 01/27/21 W0 WINDOWIll NTSIll 1 OF 21 IN MD-5570W.01 C WINDOW ��11ii1lr1/ oNY LYNN �i �_'� •�IGENSF' .:��� �I * No. 58705 a� 02/01/21 0 STATE OF ((/ F4 0RID A , ONAL /I/Il1lllil��` A. LYNN MILLER, P.E. P.E.# 58705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 a � I3 MAX. UNIT 3 8 id HEIGHT w PER TABLES 1 & 2 g LAw OCKET J 1-PANEL I CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM. PANEL WIDTH PER TABLES 1 & 2 f MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH NOW PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 / ►FAEMel 111-9 V, NT•5fi f u-a- 2-PANEL CONFIGURATIONS 4 I �t D 3 6 i I w 3 }[ (i3h Go Iz w / / r F CKE' Iy J CONFIGURATIONS MAX. UNIT WIDTH CONFIGURATIONS NOTES: 12 POCKET �— J NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 D I 3 �: s� Iw I� Ig POCKET I en 7-PANEL CONFIGURATIONS a t- 3-PANEL CONFIGURATIONS I D 3 to Eu 8 I� I� POCKET Iy �r J NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 I MAX. UNIT WIDTH ---- - - 0 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 1 MAX. UNIT HEIGHT PER TABLES 1 & 2 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 900 & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 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. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT2 i—DETAIL LETTER -SHEET NUMBER Iid w OCKET I I� MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & J CORNER, iYP. -(4 a OUTSIDE nRNER SH :.!i INSIDE )ORNER SIMILAR 3 3 3 3 3 33 3 3 3 3 T 3 3 / / I L "X" = OPERABLE PANEL "0" = INOPERABLE PANEL "p" = POCKET 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 8-PANEL CONFIGURATIONS Iw Ica POCKET J a DLO WIDTH = NOM. PANEL WIDTH - 8-9116" NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-112" VINYL SLIDfNG GLASS WINDOW NOA (LM) IMI 04/14/1k EXAMPLE CONFIGURATIONS he J ROSOWSKI C) NO CHANGES THIS SHEET. Am01/27/21 VAnDnnnl If NTS 111 2 OF 21 IbI MD-5570W.0I9i C W POCKET i ` * No, 58705 = ;3 '02/01/21 Q .STATE OF ((-` 'FLOR�\�� ID //NNAL A. L.YNN MILLER, P.E. P.E.# 58705 CONCRETEICMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL Al THRU IX WOOD INTO MASONRY b EMBEDMENT—� R EDGE �.. DISTANCE >w1 / ANCHOR PLATE AT EVERY ANCHOR LOCATION 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE 0611: - DETAIL Bl ASTRAGAL FACING EXT. FRAME WIDTH DETAIL Cl INTERLOCK DETAIL Dl INTO METAL METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 114" MAX. REQUIRED IF WINDOW HEIGHT IS OVER 96" 21 96 94 MAX 28" O.C. zz II �l DISTANCE 4 ) so DAYLIGHT 10 INTERIOR 27 OR 28 OPENING 25 — — WIDTH 33 2DOR 2s 82 _ SEE NOTE 6. SEE NOTE 6, 94 I 25 R 26 EXTERIOR 27 OpeTHIS SHEET 114" MAX. -� (THIS SHEET I I SEE NOTE 6, Vn 32 THIS SHEET i EMBEDMENT SEE NOTE S, THIS SHEET 29 L — — _ _ _ #8 X 314" SMS REINFORCEMENT SCREW, 7 43)PER STILE, LOCATED AT CENTERLINE AND 6", HORIZONTAL SECTION (XXX SHOWN) 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 - _ DETAIL 132 DETAIL A2 INTERLOCK INTO MASONRY _ ASTRAGAL INTO 2X WOOD 19 REQUIRED IF WINDOW EMBEDMENT FACING INT. r GI 96 DAYLIGHT 21 91 HEIGHT IS OVER 96" 114" MAX. ` • _ - - �I OPENING I INTERIOR WIDTH 22 EDGE I o I o 1 DISTANCE p ° SEE NOTE 6, THIS SHEET 7 4 IF yj 28 R 27 26 R 25 I 223 a TYP. ANCHOR TYPE, LL Ji 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 f� �+ 114" MAX. EMBEDMENT PANEL WIDTH HORIZONTAL SECTION (XO SHOWN) 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEE-0 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND zs zs 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS z7 2e ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD 7) SEE SHEET 20 FOR SCREEN DETAILS. 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 EMBEDMENT AND ' EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET A 1 & NOTE 3, BELOW ° o CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 EXTERIOR L------� ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. VINYL SLIDING GLASS WINDOW NOA (LM) � 04114/1 E INSTALLATION, HORIZONTAL X-SECT J t J ROSOWSKI a C) REV. ANCH. HEAD SHEETS 3,4 & 6 all 01/27/21 SGD-5570 r� WINDOW JJFNTS 3 OF 21 o z MD-5570W.0 a W C EDGE DISTANCE TYP. ANCHOR TYPE;\., EMBEDMENT AND EDGE DISTANCE PER____ SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW 1�I1IIII/�I ��NY LYNN ,/''% ��� • ��cI=NsF' {� No.58705 02/01/21 4 A41 0. STATE OF ((/` ��s/FLORID ��,, ONAL 0,���� A. LYNN MILLER. P.E. P.E.# 58705 DETAIL E1 INTO MASONRY 1X SLICKSTRIP CONCRETEICMU PER ANCHOR REQUIREMENT .L 1/4 MAX. ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a� s 114" MAX. GROUT AS NEEDED, SEE 13 ANCHOR NOTE 5, SHEET 1 ��Ma i h0 I EMBED- ' MENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE ° 4 9 EMBED- MENT DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTANCE i EMBEDMENT 1 /4" MAX. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES. ASTRAGALS, FIXED STILES \ AND HORIZONTAL RAILS FRAME 25 SEE HEIGHT NOTE 6, THIS SHEET EXTER 2s � az 12 1 /4" MAX. r EMBEDMENT EDGE ISTAN( Ilm PANEL HEIGHT 11 qlk _ EDGE . TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCHOR CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 ZPER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3, INTO WOOD ;SHEET ■1 114" MAX. EDGE DISTANCE DETAIL E3 INTO MASONRY CONCRETEICMU PER ANCHOR REQUIREMENT MENT 114" MAX. ZTYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMI NUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT L 114" MAX. / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1 ) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS, 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS, 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. I-_ .390 a2 #42 SHOWN ++ #43-45 ALSO APPLY .823 7 1.917 2-1/2" = TOTAL — SILL HEIGHT SILL RISER az (2-1/2" TOTAL SILL HEIGHT) TYP. ANCHOR TYPI EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 .3907 --1 h�— T 1.793 J [ 2.887 .060 SILL RISER i 43 11 (3-112" TOTAL SILL HEIGHT) 390 —1 ly 2.370 1 3.464 .060— 4a SILL RISER (4-1116" TOTAL SILL HEIGHT) DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-112" 390- —1 F-- 2.947 4.041 .060 45 SILL RISER (4-518" TOTAL SILL HEIGHT) VINYL SLIDING GLASS WINDOW NOA (LM) IMI 0411411E INSTALLATION, VERTICAL X-SECT. lltj J ROSOWSKI C) REV. ANCH. HEAD SHEETS 3,4 & 6 01/27/21 WINDOW NTS i 4 OF 21 lj� MD-5570W.0k C WINDOW ,,�I114111r��,/ LYNN�'%, �%CENSF .z(�� No. 58705 ?� 02/01/21 O STATE OF ((/ �� WRIDP S A. LYNN MILLER, P.E. P.E.# 58705 INTERIOR 10, INTERIOR 96 MAX 18.5" O.C. 36 19 96 MAX 3 5" O.C. SEE SHEET 19 EXTERIOR 1350 DETAIL G1+� 135° INSIDE CORNER DETAIL G2 135' OUTSIDE CORNER ID �ureo�rta EXTERIOR 2 69 � 0 MAX 3.5 O.C. 19 96 SEE SHEET 19 INTERIOR DETAIL H2 EXTERIOR v� 90, OUTSIDE CORNER " 40 33 O 900 - 89 O INTERIOR 94 MAX 18.5" O.C. 18.5" Q.C. 94 40 RIOR 41 MAX 3.5" O.C. _ SEE SHEET 19 NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. EXTERIOR ,F� OPTIONAL NOW STRUCTURAL ANCHORSFOR INTERIOR POCKET 4 INTERIOR DETAIL 11 INTO MASONRY JAMB .' —; 33 INTERIOR POCKETS MUST SEE FIG 1, .. ' ` THIS SHEET 30 INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE a 10 POSSIBILITY OF WATER ". INFILTRATION. ° 21 c `rMAX.POCKET BY OTHERS, SEENOTE6BELOW. �— EWED= t MENTn a EXTERIOR s. ; ...° ... . any t `i TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTERIOR y EDGE DISTANCE T INTERIOR POCKET EXTERIOR POCKET DETAIL 12 INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE. AND EDGE DISTANCE PER - a. SUBSTRATE, SEE TABLE A, - y. SHEET 1 & NOTE 3, BELOW >- '.: _ t, .• :. OPT. EXTERIOR OPT. ANCHOR CONCRETE/Cl PER ANCHOR REQUIREMEN' TYP. ANCF AN SUBSTRATE 'T. ANCHOR 710PT. NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT EXTERIOR � 1/4" MAX. CONCRETEICMU PER ANCHOR REQUIREMENT OPT. ANCHOR OPT. FIGURE 1, INTERLOCKS AT POCKETS: LESS: 31 4i:771n M IL d F R WINDOW HEIGHTS OVER 96" Design Pressure (DP) and Anchor Quantities Required (for all approved configurations on Sheet 2) Use this table for: Glass Types 1, 1A, 3 or 3A Window Height 30" 36" 48" 60" 72" 84" 961, Astragal Reinforcement #29 Lockstile Reinforcement #25 or #26 18-15/16" DLO Height 24-15/16" DLO Height 36-15/16" DLO Height 48-15/16" DLO Height 60-15/16" DLO Height 72-15116" DLO Height 84-15116" DLO Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Std. Interlock Reinforcement #27 A B I C FID A I B C D A I B I C I D A I B I C D A I B I C I D A I B I C I D A I B I C I D 1LO Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf 24' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 L4 1 4 5 5 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 1 3 1 3 4 4 4 4 5 5 5 5 6 6 1 6 1 6 7 7 7 7 8 8 1 8 8 2 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf 30" DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 3+ C1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 1 3 1 3 1 3 3 3 3 1 3 13 4 4 4 4 4 4 4 4 5 5 5 1 5 5 5 5 5 P-hook 3 3 3 3 1 3 L 3 1 3 1 3 4 4 1 4 1 4 5 5 5 5 6 6 6 6 7 7 7 1 7 8 8 8 8 " Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf 36" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 � Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 4 4 5 5 1 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 1 5 1 5 6 6 6 6 7 7 7 7 B 8 8 8 3 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / Z- psf +60 / -60 psf 42" IDLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 4 4 5 5 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 1 5 1 5 6 6 16 6 7 7 7 7 1 8 8 1 8 1 8 4 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf +60 / -60 psf 48" DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 131 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING TABLE 131: Water -Limited (+) Design Pressure Sill Riser Nam. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1/16' +60.0 psf 45 4-5/8" +80.0 psf - USED IN EXAMPLE ON SHEET 9 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE 'ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. i FIG 1: OH LENGTH WINDOW ASSEMBLIES = O INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = 01 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM_ PANEL WIDTH - 7-318" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" JIVINYL SLIDING GLASS WINDOW NOA (LM) 0411411( DP & ANCHOR QUANTITY TABLE J ROSOWSKI e C) NO CHANGES THIS SHEET. k 01/27/21 1070 TECHNOLOGY DR N. VENICE, FL 34275 4 921 0 SGD-557o III NTS Tj 7 OF 21 I I MD-5570W.0 1 C REGISTRATIONit9499fi WINDOW I � 0 kl llf)jrjrr LYN/U��''�, CENSF' * No. 58705 02/01 /21 LLI STATE OF All FLORiDN m ZONAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2 Design Pressure (DP) and Anchor Quantities Required (for all approved configurations on Sheet 2) Use this table for: Window Height Glass Types 2 or 4 30" 36" 48" 60" Tr 84' 96" Astragal Reinforcement #29 18-15/16" DLO Height 24-15/16" DLO Height 36-15116" DLO Height 48-15116" DLO Height 60-15116" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height Lockstile Reinforcement #25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A B C 1 D A I B I C I D A I B I C D A I B I C I D A 1 B 1 C D A I B C F D A B I C D 1 Design Pressure +1001-100 psf +1001-100 psf +100 / -100 psf +f 00 / -100 psf +100 /-100 psf +1001-100 psf +1001-100 psf 24" DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 - 4 4 4 4 4 4 5 5 5 5 5 5 5 5 P-hook 3 3 1 3 3 3 3 1 3 3 4 1 4 1 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 9 9 2 Design Pressure +1001-100 psf +1001-100 psf +100 / -100 psf +100/-100 psf +1001-100 psf +1001-100 psf +100 / -100 psf Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 30" DLO DLO Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 6 5 5 5 7 5 P-hook 3 3 3 3 3 3 1 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 2 Design Pressure +100/400 psf +100/-100 psf +100/-100 psf +100/-100 psf +100/-100 psf +1001-100psf +100/-100psf 36' DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 6 5 5 5 7 5 P-hook 3 3 3 3 3 3 1 3 1 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 1 7 8 8 8 8 m 34-518" sign Pressure +1001-100 psf +1001-100 psf +100 / -100 psf +1001-100 psf +1001-100 psf +1001-100 psf +100/ -100 psf m 42" DLO Head/Sill C3+2 C3+1 C3+2 C3+1 C3+2 C3+1 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 o- Width Jamb E2 2 2 2 3 3 3 3 3 3 3 3 4 4 5 4 4 4 6 4 5 5 7 5 5 5 8 5 .E P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 7 8 8 8 8 0 Design Pressure +1001-100 psf +100/-100 psf +100/ -100 psf +1001-100 psf +1001-100 psf +100/-100 psf +92.01-92.0 psf* 40-5/8" Head/Sill C3+2 C3+2 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 48" DLO — Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 5 4 4 4 6 4 5 5 8 5 5 5 9 5 P-hook 3 3 3 3 3 3 1 3 3 4 4 4 4 5 5 5 5 6 6 6 6 7 7 8 1 8 8 8 9 9 4 Design Pressure +80 / -80 psf +801-80 psf +801-80 psf +80 / -80 psf +80 / -80 psf +801-80 psf +80 / -80 psf 54" DLO DLO Head/Sill C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C5+2 C3+2 C3+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 5 1 4 5 5 7 5 5 5 8 5 P-hook 3 3 3 3 3 1 3 3 1 3 4 4 1 4 4 5 5 1 5 1 5 6 6 1 6 1 6 7 7 7 7 8 8 8 8 5 Design Pressure +80 / -80 psf +80 / -60 psf +80 / -80 psf +80 / -80 psf +80 / -80 psf +80 / -80 psf +801-80 psf HeadlSill C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+3 C3+2 C3+2 C3+2 C3+3 C3+2 C3+3 C3+2 C5+3 C3+2 C3+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 60" DLO DLO Width Jamb 2 2 2 2 1 3 1 3 3 1 3 3 3 3 3 4 4 4 1 4 1 4 1 4 1 5 4 5 5 1 7 5 5 5 1 8 5 P-hook 3 3 3 3 3 3 1 3 3 4 4 4 4 5 5 5 1 5 1 6 1 6 1 6 1 6 1 7 7 1 7 7 8 8 1 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING TABLE 132: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11116' See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1116' +80.0 psf 45 1 4-5/8" +100.0 psf * +1-100.0 PSF FOR ANCHOR GROUPS B, C & D. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OP DUE __,---TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT ~� PANEL MEETING POINT AND 1 ANCHOR R� REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH WINDOW ASSEMBLIES = O INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER 1 INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 DP & ANCHOR QUANTITY TABLE 1 n J ROSOWSKI ® a� C) NO CHANGES THIS SHEET. Q 01/27/21 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SGD-5570 NT5 8 OF 21 o x MD-5570W.0 a C REGISTRATION #29296 WINDOW 4 LYNIV.yjl No.58705 02/01/21 411 p STATE OF CV FCORM S � S10NAL `\ v`�. A. LYNN MILLER, P.E. P.E.# 58705 FXAMPI F• 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT, ANCHC TO AID ALIGNMEP EXTI C OPT. ANCHO TO AID I ALIGNMEN P-HOOK ANCHORAGE DETAILS 2 K. POCKET BY OTHERS,SEE NOTE 6, SHEET 6 FRAME JAMB REQUIRED INTERIOR POCKETS EXTERIOR SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. 21.6" MAX. Q.C. HEAD SPLICE .-3 6" I I MAX. I 4 INTERIOR CENTERLINE OF PANEL 1 "+2„ ANCHORAGE, SHEET 12 ,C3" CLUSTER, SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET 6 -01 SILL SPLICE INTERIOR r / MAX. POCKET BY OTHERS,SEE - NOTE 6, o SHEET 6 1 6" MAX. JAMB ANCHORAGE DETAILS FOR PRODUCT REFERENCES ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. CENTERLINE OF PANEL 1 "+2" / ANCHORAGE, SHEET 11 "C3" CLUSTER, SHEET 11 FRAME JAMB SEE POCKET JAMB REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60I-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: C3+2 LHead/Sill b 5 ok 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL, HEAD INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. SILL INTERMEDIATE ANCHORS)- SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. ,IAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT_ 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: 1070 TECHNOLOGY DR HEAD &SILL: SHEET 4 ,IAMB: SHEET 3 N. VENICE, FL 34275 P-HOOK: SHEET 6 (941)-480-1600 _ _ REGISTRATION #29296 CENTERLINE OF INTERLOCK CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK +. ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 I~ OF PANEL 3 "+2" ANCHORAGE, 25-3/8" MAX,"+2" ANCHORAGE, MAX. SHEET 12 SHEET 12 "C3" CLUSTER, EXTERIOR SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) HEAD ANCHORAGE DETAILS PXXX (3-TRACK) CENTERLINE I _ CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK I' OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 " OF PANEL 3 0 O P Q O +2" ANCHORAGE, 25-3/8" MAX. 6„ SHEET 11 "+2" ANCHORAGE, MAX. "C3" CLUSTER, SHEET 11 SHEET 11 END ANCHORAGE EXTERIOR SILL ANCHORAGE DETAILS (MIN. 1 ANCHOR) PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CLUSTER TO BE 25-3/8" O.C. OR LESS CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS WINDOW NOA (LM) IMI 0411411( STRAIGHT WINDOW EXAMPLE Ig milj J ROSOWSKI C) NO CHANGES THIS SHEET. 01/27/21 WINDOWIII NTS 9 OF 21 IN MD-5570W.0 IsiTC WINDOW ,,11�Illifll��' LYNN4' 00ENSE *, No. 58705 * Y 02/01 /21 44I = Q STATE OF FCORIVP' SS/DNAL A. LYNN MILLER. P.E. P.E.# 58705 1-1/16" NOM. 7/16" NOM. 3/16" HS GLASS .090" PVB- 3116" ANN GLASS - SO OR S9 <113 EXTERIOR — — PRODUCT IS "EXTERIOR- i GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR, INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #80-81 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET STRUCTURAL POLYISOBUTYLENE WITH DESICCANT PAINTED/ LAMINATED SURFACE \ j D ' 7G'LASS I BITE 7116" NOM. �— 7/16" NOW 3/16" HS GLASS- 3116" HS GLASS .090" PVB .090" SG 3116" HS GLASS PAINTED/ 3116" HS GLASS--l-\ LAMINATED <D EXTERIOR 1— — — PRODUCT IS "EXTERIOR - GLAZED" IF #80-81 IS TOWARDS THE EXTERIOR. INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #80-81 IS TOWARDS THE INTERIOR. 85 SEE NOTE 2, 1 THIS SHEET GLASS TYPE 1 SILICONE -1/4" NOM. HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS�/I a I///A EXT. GLASS/A Y /// I 75 KODi'SPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. G LASS ---\ INT. GLASS GLASS TYPE 1A 3116" HS GLASS .090" PVB 3/16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS 82 \-INT. GLASS 0 EXTERIOR PRODUCT IS "EXTERIOR - SUPER GLAZED" IF#82-83IS 78 SPACER®NXT TM TOWARDS THE EXTERIOR. ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM.--.-;,- SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS 77 DURASEAL(RJ SPACER L 1�3 INTERIOR PRODUCT IS "INTERIOR- i DESICCANT FILL AREA GLAZED" IF #82-83 IS TOWARDS THE INTERIOR. 5/16" NOM SILICONE SEAL SEE NOTE 2, THIS SHEET 78 XL EDGE TM SPACER INT. GLASS SURFACE SO OR 81 EXTERIOR ( — PRODUCT IS "EXTERIOR- i 7/8" NOM. GLAZED" IF #80-81 IS GLASS TOWARDS THE EXTERIOR. BITE 1 7 INTERIOR i PRODUCT IS "INTERIOR- i 79 GLAZED" IF #80-81 IS TOWARDS THE INTERIOR. (85 SEE NOTE 2, THIS SHEET 1-1/16" NOM. i PAINTED/ LAMINATE SURFACE r,17/8" OM. SS E GLASS TYPE 3A NOTES' 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. 3116" HS GLASS .090" PVB 3/16" ANN GLASS 7/16" AIR SPACE 3/16" T GLASS—� PAINTED/ LAMINATED e2 OR 83 SURFACE EXTERIOR \ I 7/8' NOM. PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS GLASS TOWARDS THE EXTERIOR. BITE Ji INTERIOR i [ \ \ PRODUCT IS "INTERIOR - GLAZED" IF #82-83 IS TOWARDS THE INTERIOR. 85 SEE NOTE 2, THIS SHEET GLASS TYPE 2 3/16" HS GLASS .090" SG 3/16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS D 82 OR(83 EXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. 1 INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #82-83 IS I r i TOWARDS THE INTERIOR 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SEE NOTE 2, THIS SHEET / PAINTED/ -LAMINATED SURFACE r7/8" OM. SS E GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED 1-1116" NOM. "PVB" = .090" TROSIFOLV PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER 75 7s BY KURARAY AMERICA, INC. GLASS TYPE 4 PAINTED/ LAMINATED SURFACE I 7/8" NOM. GLASS BITE I f 79 VINYL SLIDING GLASS WINDOW NOA (LM) A 04/14/16 GLAZING DETAILS I tl J ROSOWSKI C) NO CHANGES THIS SHEET. a 01/27/21 WINDOW NTS 11 10 OF 21 1111 MD-5570W.0 9 C `,11111IIIII/ LYN/V ,%CENsp * No. 58705 a -)3 02/01 /21 �441 0 STATE OF �(/ • Cj �. s11 �oivAL ' •• 11111f111\ A. LYNN MILLER, P.E. P.E.# 58705 TOWARDS THE INTERIOR 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SEE NOTE 2, THIS SHEET / PAINTED/ -LAMINATED SURFACE r7/8" OM. SS E GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED 1-1116" NOM. "PVB" = .090" TROSIFOLV PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER 75 7s BY KURARAY AMERICA, INC. GLASS TYPE 4 PAINTED/ LAMINATED SURFACE I 7/8" NOM. GLASS BITE I f 79 VINYL SLIDING GLASS WINDOW NOA (LM) A 04/14/16 GLAZING DETAILS I tl J ROSOWSKI C) NO CHANGES THIS SHEET. a 01/27/21 WINDOW NTS 11 10 OF 21 1111 MD-5570W.0 9 C `,11111IIIII/ LYN/V ,%CENsp * No. 58705 a -)3 02/01 /21 �441 0 STATE OF �(/ • Cj �. s11 �oivAL ' •• 11111f111\ A. LYNN MILLER, P.E. P.E.# 58705 SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 411 O EXTERIOR i CAS 2-TRACK CLUSTER "CT' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 411 0 EXTERIOR 3.22" 3-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK' CENTERLINE , 411 I--w 3.22" 4-TRACK CLUSTER "CT' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ O O 11 O O EXTERIOR 2-TRACK CLUSTER "C5" ANCHOR LOCATIONS I. EXTERIC A ASTRAGAL OR '� INTERLOCK CENTERLINE 4„ 3-TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4% 0 0 0 EXTERIOR 3.22" 4-TRACK CLUSTER "C5" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: f --f FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P-hook 7 PANEL CENTERLINE EXTERIOR 2-TRACK INTERMEDIATE "+1" ANCHOR LOCATION J. 7 7noT 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 PANEL 3-TRACK INTERMEDIATE "+1" ANCHOR LOCATION CENTERLINE 4-TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL CENTERLINE —`I PANEL. 4�� CENTERLINE 4' O O O O EXTERIOR EXTERIOR 15 2-TRACK INTERMEDIATE �15 2-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS PANEL PANEL _ CENTERLINE 4" CENTERLINE EXTERIOR 3.22" 3-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: Head/Sill +i ,iamb 5 P-book 7 PANFI 0 EXTERIOR 3.22'. 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4„ 0 EXTERIOR 322" 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: VINYL SLIDING GLASS WINDOW NOA (LM) JAI 0411411E ANCHOR LOCATIONS A J ROSOWSKI C) NO CHANGES THIS SHEET. A 01/27/21 WINDOW NTS 11 OF 21 M©-5570W.0 C \`\'11111lIlrJ�I''' LYNAI 0GENSF ((�� * : No. 58705 * T �o r �3 02/01 /21 LC1= 0 . STATE OF FLORIa�'. t� S/ONAV- W A. LYNN MILLER, P.E. P.E.# 58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 41 CENTERLINE EXTERIOR 3 22" 2-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 411 EXTERIO3,22" ID 3-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ ASTRAGAL OR INTERLOCK ,4" CENTERLINE EXTEE R-IOR 3.22" \j` . 2-TRACK CLUSTER "CT' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 3-TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR r+ 3 22" EXTERIOR IG 4-TRACK CLUSTER "C3"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FF;;;;;2.375" FOR ALL HEADS: =6 FLKIAIN I IHt FULLOWINC CLUSTER ANCHOR LOCATIONS: Head/Sill (C3)1-1 Jamb 5 P-hook 7 4" 3.22" Iij 3.22" 4-TRACK CLUSTER "C5"ANCHOR LOCATIONS HEAD II+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL CENTERLINE CENTERLINE EXTERIOR ^' 2-TRACK INTERMEDIATE "+1" ANCHOR LOCATION EXTERIOR 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 PANEL 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION PANEL CENTERLINE 4-TRACK INTERMEDIATE "+1" ANCHOR LOCATION 4" EXTERIOR 2-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL CENTERLINE r 4.75" EXTERIOR 3-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS M FIGURES PERTAIN TO THE FOLLOWINQ HEAD INTERMEDIATE ANCHOR LOCATIONS: Head/Sill 1 Jamb 5 P-hook 7 PANEL PANEL 4" CENTERLINE EXTERIOR 3.22" 2-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" t EXTERIOR 15 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL 4„ CENTERLINE 4-TRACK INTERMEDIATE "+2" y 4-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS v ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: 1 7=� - VINYL SLIDING GLASS WINDOW NOA (LM) 0411411( ANCHOR LOCATIONS B 161 J ROSOWSKI C) NO CHANGES THIS SHEET WINDOW '1 NTS 12 OF 21 01 /27/21 FMD-557ow - 0 11 Fc ``�%JlII)III//' ��.�` ANY LYNtv4f L\GENSF ��< i No. 58705 02/01 /21 Q STATE OF lv S S/ONAL 0\\ A. LYNN MILLER, P.E. P.E.# 58705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): -� 2.375" 4.75" 00 6" MAX. 21.6" 21.6" 2' MAX. MAX. M, OPT. ANCHOR TO AID IN O.C. EXTERIOR O.C. EXTERIOR 0 ALIGNMENT t 610 you 610 MAX. MAX. MAX I 2-TRACK I 3-TRACK FRAME FRAME OPT. ANCHOI TO AID II Al I{;NMFN' NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB (P-HOOK) ANCHOR LOCATIONS: Al r w Y U a a Head/Sill C3+1 Jam b 5 P-hook 7 JAMB JAMB ANCHORS SILL (3) WEEP NOTCHES PER END @ 1" X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" JAMB ANCHORS JAMB 1'71 7.125" EXTERIOR 4-TRACK FRAME JAMB ANCHORS (4) WEEP NOTCHES PER END @ 1" X .500" EXTERIOR L�? (6) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190' ;___, (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SILL FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS- Head/Sill C31 Jamb+55 P-Hook 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. EXTERIOR _(5) WEEP NOTCHES PER END @ 1" X .500" (10) TRACK WEEP HOLES y �--4 EVERY 24" @ 1.125" X .190";- (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" jg{ VINYL SLIDING GLASS WINDOW NOA (LM) 1JI 04/14/161 ANCHOR LOCATIONS C .1,1 J ROSOWSKI C) NO CHANGES THIS SHEET. 01/27/21 SGD-5570 WINDOW I NTS � 13 OF 21 MD-5570W.0 a z C ,, Jj lIfI1/1,, •\`�pN� LYN)V tf i y * � No.58705 02/01 /21 ` Q STATE OF i��''•.FCORIDP.•'• • \�� i is ' '•�� \\ /S!ONAt liti`� \\\ A. LYNN MILLER, P.E. P.E.# 58705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING 90° CORNER SILL ANCHOR LOCATIONS: 4" 4" 4" EXTERIOR 2-TRACK 90' CORNER "C4" ANCHOR LOCATIONS lu (USE WHERE "C3" IS SPECIFIED) 3-TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR 15 4-TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "CT' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90° CORNER HEAD ANCHOR LOCATIONS: nno Head/Sill C 1 Jamb 5 P-hook 7 EXTERIOR 4" EXTERIOR 2-TRACK 90' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) -•-- cn I ERIOR 3-TRACK 90' CORNER "C6" ANCHOR LOCATIONS C (USE WHERE "C5" IS SPECIFIED) 4 4" 2-TRACK 90' CORNER EXTERIOR "C4" ANCHOR LOCATIONS n (USE WHERE "C3" IS SPECIFIED) V 3-TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR 4-TRACK 90° CORNER EXTERIOR "C6" ANCHOR LOCATIONS I "G4" ANCHOR LOCATIONS 4-TRACK 90° CORNER (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK 4 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: {IG I I - p=� EXTERIOR 2-TRACK 90' CORNER EXTERIOR "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) V 3-TRACK 90' CORNER EXTERIOR "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 EXTERIOR 4-TRACK 90' CORNER r "C6" ANCHOR LOCATIONS ' ' (USE WHERE "C5" IS SPECIFIED) Head/Sill Jamb !7] P-hook `���111I1I11�7/ 4 * No. 58705 02/01/21 0 STATE OF �i� '• F�OR1R�`.•'��� !ONLAII L11 A. LYNNIINILLER. P.E. P.E.# 58705 VINYL SLIDING GLASS WINDOW NOA (LM) JAI 04/14/1 ANCHOR LOCATIONS D 11 ?n'1 J ROSOWSKI C) NO CHANGES THIS SHEET. a 01/27/21 SG WINDOW NTSjj� 14 OF 21 011 MD-5570W.D kv C HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4-TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR ti EXTERIOR r FIGURES PERTAIN TO THE FOLLOWING 135' CORNER HEAD ANCHOR LOCATIONS' Head/Sill C l Jamb 5 P-hook 7 - 3 22„ EXTERIOR 2-TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3-TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) ES PERAIN TO THE SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FOLLOWING 135TCORNER SILL ANCHOR LOCATIONS: A or- - i1 � 4"io° Head/SillC l ® Jamb 5 4" EXTERIOR 411 EXTERIOR ! P-hook 7 2-TRACK 135' CORNER 2-TRACK 135` CORNER "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 411 411 411 4" ° ° EXTERIOR EXTERIOR 3.22" V 3.22" V 3-TRACK 135' CORNER 3-TRACK 135' CORNER "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 0 "C6" ANCHOR LOCATIONS 4-TRACK 135' CORNER (USE WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK _I DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: j EXTERIOR I� ° °W 11 .�, 4-TRACK 135' CORNER v "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) \\`,XXIIIIII►I,I/// �pN� -YN . * No. 58705 a 02/01 /21If ((/ O STATE OF S ' SION'llIA!+ `� �� A!LYN�I3NILLER, P.E. P.E.# 58705 VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 ANCHOR LOCATIONS E al J ROSOWSKI ® C) NO CHANGES THIS SHEET. 01/27/21 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 spa-5570 NTS 15 OF 21I?* MD-5570W.0 C REGISTRATION #29295 WINDOW HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL_ SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: I FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: I LOCATION - I / 4pp EXTERIOR I3.22" 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "CT' IS SPECIFIED) SPLICE LOCATION_ 4.75" EXTERIOR 4" ID 3-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIC SPLICE A 7r," 4-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P-hook 7 EXTERIO 14 Cm EXTERIC < • 2-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) SPLICE LOCATION 3-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" 3.22" EXTERI(„ 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE —7 LOCATION 4" a O EXTERIOR 3.22" 3-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) Cy -Mole Ci NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "CT' IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK i - � DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: I if 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR CYTCOIr 2-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) SPLICE LOCATION 411 0 0 0 0 EXTERIOR 3 2211 ID 4-T RACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) Head/Sill 1 Jamb 5 P-hook 7 � 111I11II, ONY LYNN'%, i 41GENS� * No. 58705 02/01/21 cc �J3Q� STATE OF �4/1� 'c40RIDP rr �EE `` � A! Y l�f✓1NALER, P.E. P.E.# 58705 VINYL SLIDING GLASS WINDOW NOA (LM) 0411411E ANCHOR LOCATIONS F + .t J ROSOWSKI a C) NO CHANGES THIS SHEET. x 01/27/21 1070 TECHNOLOGY DR t N. VENICE, FL 34275 (941 )-480-1600 SGD-557o�jj NTS 16 OF 21 011 MD-5570W.0 m � C REGISTRATION #29296 WINDOW � HEADER BLOCK TO HEADER ATTACHMENT TO PREVENT ANY EXTERIOR -OPERABLE O h PANEL FROM DISLODGING TO THE (3-TRACK EXTERIOR, INSTALL ONE HEADER BLOCK AT EACH INTERLOCK, ASTRAGAL AND P-HOOK INTO THE EXTERIOR TRACK OF THE HEADER. TRIM THE SCREW COVER AS NEEDED. SEE SHEET 19 FOR INSTALLATION DETAILS OF ADDITIONAL HEADER BLOCKS. EXAMPLE: HEADER BLOCK PLACEMENT IN 3-PANEL CONFIGURATION, OTHERS SIMILAR. � 64 HEADER BLOCK n 61 #12" X 1-314" SELF -DRILLING SCREW, MIN. (1) REQUIRED _ EXTERIOR � PANEL'S RIGHT STILE TYPE PANEL - OUTSIDE 90° INSIDE 90° OUTSIDE 135° INSIDE 135° TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED INTERIOR ZED OUT IN L� _L� L� r SINGLE INTERLOCK F PP K L L TC TA TV ! 7W OUT SINGLE INTERLOCK it B E P e D D SC St S V S i r i-I-I IN recut oun recur w) FIXED STILE RR R S S FC FD FV FW r r lscucour} l�rxxM w LOCKSTILE Wl HANDLE p l Yl J J IiANDLE (B�KpUTJ raw) ASTRAGAL T U LL �--• BOX OUTF�7 LR maxoLm J ASTRAGAL A, T U LEFT r ■ PANEL TYPE "F" SHOWN. RIGHT BOX w PANEL {/) �w �Nl PANEL OUT. 90° STILE W ASTRAGAL CT CS CF STILE Z RECEIVER IN. 90° ASTRAGAL AT AS pF VINYL SLIDING GLASS WINDOW NOA (LM)�M�04/14/1( RECEIVER OUT. 135° PANEL TYPES & HEADER BLOCK m'' J ROSOWSKI ASTRAGAL VT VS VF RECEIVER R® a C) NO CHANGES THIS SHEET. >Q 01/27/21 IN. 135° ASTRAGAL Y Y J r l WS WF 1070 TECHNOLOGY DR RECEIVER N. VENICE, FL 34275 _ (941)-480-1600 SGD-5570 NTS 111 17 OF 21 MD-5570W.0 I C WI REGISTRATION #29296 WINDOW PANEL NOTES; 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOUBLE C INTERLOCK ASTRAGAL DOUBLE m LOCKSTILE INTERLOCK JLOCKSTILE SINGLE ASTRAGAL SD DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK LOCKSTILE UASTRAGAL LOCKSTILE D DOUBLE SINGLE INTERLOCK INTERLOCK \`1�11t111111�, LYNN �'��'•41GENS�c. /�� � ' * No. 58705 02/01/21 0 . STATE OF !(� .F40RIDp`. sS/ONAL A. LYNN MILLER, P.E. P.E.# 58705 5.875 lEf-]1.812 100 t 2 TRACK HEADMAMB r10.635 -1- 1 p IMM 1a0- o __jF © 1.681 Laju 6, 4 TRACK SILL I'llCI O Fff-5TL__n-T �11.813 n.100 Flf IA 3 TRACK HEADIJAMB 8.250 O O .100 0 p C� 1.681 ``�J 3 TRACK SILL 10.625 _ 5.875 .100 , U.1.813 p o �1.681 H100 A _ J 5) 4 TRACK HEAD/JAMB U 2 TRACK SILL 1.570 i I 2.833 110 -� 1.595 r - 1.595 � - 3.483 2.768 .400 2.768 300 t 1 .120 - - .182 .120 - 182 0 AND STILE AND STILE OM REINFORCEMENT, � REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 ti 1.472 .125 3.209 .060 3.713 .125 2.175 .070 .300 1.170 35 1350 CORNER 36 135' CORNER 37035° CORNER ASTRAGAL PASSIVE MOUNT C- ASTRAGAL CAP, EXTERIOR -� I.912�---1.912.210 }- .2.52 1 065 1.261 .062 1.261 1.261 1.261 80 7116" 81 7/16" 8i211-1116" 83 1-1/16" ' SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD 1.625 1� 2.368 .i$8 i . .540 .500 -�-��-- .062 `FRAME SCREW v COVER (PVC) �--I�- 1.000 949 H 4-4- .062 11 BOTTOM RAIL SUPPORT .540 .626 V ­4 - .062 �9) EXTENDED KEEPER ASTRAGAL REINFORCEMENT .046 1.500 i .229 38 135° CORNER ASTRAGAL CAP, INTERIOR 173- 1.261 84 1-3116" 1 OGEE BEAD _+.125 -..1- .930 n8 ANCHOR PLATE 1 .252 062 1.435 L - --j f �7 12 OUTER SILL COVER t__ 540 .5_ 1--.062 Q KEEPER r--- .550 .301 O TRACK INSERT .231 .060 1.613 SILL TRACK 13 COVER .291 .061 .762 ql 1.928 �- (1-0) INTERLOCK CAP, EXTENDED POCKET 5.178 I 2.060 I-- 100 -i i .080 1.983 06a 17 P-HOOK ADAPTOR 18 P-HOOK 291 061 - 3,000 2.607 21 REINFORCEMENT © REINFORCEMENT BAR COVER BAR .229 .094 .125 2.975 2.141 .0751 I ip- 1.406 .329 23 FIXED PANEL CLIP 24 REINFORCEMENT PLATE 2.511 2.696 - .080 .125 lF L .070 ' .075 4.635 4.279 2.21a 09 1 2.116 312 I a ❑ 100 � 2.710 1,875 �+ EXTENDED POCKET PANEL STILE, TOP (30) INTERLOCK ADAPTER 31 ADAPRTER K 32 ASTRAGAL ADD -ON 33� AND BOTTOM RAIL - 3.326 r .090 3.247 t 39 90' CORNER ASTRAGAL 3.345 .065 I L 919 3,345__L_ .060 _.�F 1-- -.919 (40 900 CORNER ASTRAGAL CAP, EXTERIOR 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 41 90° CORNER ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS WINDOW NOA (LM) IMI 04/14/16 EXTRUSIONS J ROSOWSKI C) NO CHANGES THIS SHEET. kM 01/27/21 5GD-5570 if . N NTS WINDOW 18 OF 21 MD-5570W.0 C r- 2.838 2.073 .099 100 Ll 34 INTERIOR JAMB COVER ,�Ilirrrr1111i� LYNN�`% OCENSF' * No. 58705 02/01 /21 • STATE OF 'ZORIDP' •' G\�� ZONAL. �� �1111rr11 01\ A. LYNN MILLER, P.E. P.E.# 58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE 875 � �-■— 1.993 L �E+ .062 Sao BOX SCREEN TOP RAIL ago � r--- 1.872 .062 BOX ��0�SCREEN INTERLOCK 1.306 -- 1 1.343 r-- 050 - ir ff BOX SCREEN cos ASTRAGAL ADAPTER .875 i7 1.993 ��— .062 (,,)BOX SCREEN (,,,)BOX RAIL 1.593 .055 �i I-- .372 BOX Boa SCREEN SNAP -ON BUG FLAP 055 f 1.487 �+ @BOX SCREEN SILL ADD -ON 1.020 1.874 ��—.062 Boa BOX SCREEN SIDE RAIL - 1 1.373 i--- 1.833 10510X0 SCREEN ASTRAGAL ADAPTER 1.487 — 1.510 �_._.._..__._ .060 KBOX SCREEN HEAD cND JAMB ADD -ON VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE r-1.0$1 1.778 A —�-1--- .050 i23 SCREEN VINYL ASTRAGAL ADAPTER 1.202 1 q4 93 .045 122 SCREEN OXO ASTRAGAL ADAPTER 1.435 .782 41.062 F_ FRAME SILL �29 SCREEN ADD -ON TABLF C•. # Part # Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track Head/Jamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Corer Rigid PVC 8 19031 Anchor Plate 6063-T6 Alum. 9 19007 Track Insert 6063-T6 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-T6 Alum. 12 19006A Outer Sill Corer 6063-T6 Alum. 13 19011 Sill Track Corer Rigid PVC 17 19032 P-Hook Adapter 6063-T6 Alum. 18 19020 P-Hook 6063-T6 Aium, 19 19047M Extended Keeper 6063-T6 Alum. 20 19029M Keeper 6063-T6 Alum. 21 19014 Reinforcement Bar Corer Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Clip 6063-T6 Alum. 24 19035M Reinforcement Plate 6063-T6 Alum. 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. 26 19046 Composite 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement 6005-T5 Alum. 30 19083 Extended Pocket Interlock Adaptor 6063-T6 Aium_ 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-T6 Alum. 35 19076 135" Comer Astragal 6063-T6 Alum. 36 19077 135' Comer Astragal Passive Mount 6063-T6 Alum. 37 19079 135` Comer Astragal Cap - Ext. Rigid PVC 38 19080 135` Comer Astragal Cap - Int. Rigid PVC 39 19078 90" Comer Astragal 6063-T6 Alum. 40 19081 90" Comer Astragal Cap - Ext. Rigid PVC 41 19082 90" Comer Astragal Cap - Int. Rigid PVC TABLE F- Material Min. Fy Min. F„ #12 Steel Screw 92 ksi 120 ksi #12 410 Screw 90 ksi 110 ksi 1/4" DeWalt/Elco Aggre-GatorS 57 ksi 96 ksi 1/4" Elco UltraCon® 155 ksi 177 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 1/4" 410 SS DeWaltlElco CreteFlex® 127A ksi 189.7 ksi 6063-T5 Aluminum A36 Steel 16 ksi 22 ksi 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi # Part # Description Material 42 19085 Sill Riser - (2-1/2") 6063-T6 Alum. 43 19022A Sill Riser - (3-112") 6063-T6 Alum. 44 19023A 19024A Sill Riser - (4-1116") 6063-T6 Alum. 45 Sill Riser - (4-5/8") 6063-T6 Alum. 50 718609W .187" x .320" Finseal (Stile) 51 71695K 1-1/2" x 1" x 3/4" Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller & Reinf. SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hale Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 68 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock wllong Trim plate Steel/SS SS 70 71032X1FPFX 10-32 x V Ph.FH MS @ Lock 71 varies Handle Kit Interlock Retainer Clip Cast Zinc 72 19054 Nylon 75 Kommerling 4SG TPS Spacer System See Sheet 10 for 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseai Materials 78 Cardinal XL Edge Spacer 79 Dow 791, 983, 995 or GE-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1/16" Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 19016 1-3/16" Ogee Bead Rigid PVC 85 71725K Setting Block 1/2" x 4" x 1/16", 85 +/- 5 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/16", 85 +/- 5 duro. Neoprene 90 781 PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78XI14PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar SS 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS Q Fxd. Pnl. Clip SS 94 710X2.5PHPT18-8X #10 x 2-1/2" Ph. PH SMS @ Reinf. Plate/Ast. SS 95 71420X2.25FPFX #12 x 2-114" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-3/4" Ph. FH SMS @ Keeper SS 97 710X34PPX #10 x 3/4" Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX #10 x 2" Ph. FH SMS @ Keeper SS r I � 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 TABLE D- BOX SCREEN # Part # Description Material 100 12256 Box Screen Top Rail 6063 T5 Al 101 12257 Box Screen Bottom Rail 6063 T5 Al 102 12258 Box Screen Side Rail 6063 T5 Al 103 64428 Box Screen Interlock 6063 T6 Al 104 17347A Box Screen Snap -on Bug Flap 6063 T6 A[ 105 64345 Box Screen OXO Astragal Adapter 6063 T6 Al 106 17349 Box Screen Astragal Adapter 6063 T5 Al 107 19039 Box Screen Frame Sill Add -on 6063 T6 Al 108 19038 Box Screen Head/Jamb Add -on 6063 T6 Al 109 720XIX #14-20 x 1" MS @ Top Rail SS 110 720X112X #14-20 x 1-1/2" MS @ Bottom Rail SS 111 71793G Wstp, .270" x .150" - Fin Seal 112 61805K Wstp, .187" x .500" @ Bug Flap 113 114 73RAZ 7SRAX Standard Roller HD Roller Nylon SS 115 1 varies Screen Locking Hardware Steel 116 419053 Screen Keeper Steel 117 76X1 PPA #6 x 1" Ph. PH SMS Steel 118 1692/3/4 Screen Spline - _150" & .165" Vinyl 119 1816C20 Screen Cloth Fiberglass TABLE E' STANDARD SCREEN # Part # Description Material 120 121 122 12033 12026A 17363 Screen Frame Rail 6063 T5 Al Screen Frame - Side Rail (Latch) 6063 T5 AI Screen OXO Astragal Adapter 606316 AI 123 48531K Screen Vinyl Astragal Adapter Rigid PVC 124 19012E Frame Sill Screen Add -on 6063 16 AI 125 6FP95K Bug Flap, 85 +1- 5 duro. Vinyl 126 78XI12PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Corner Key Wheel Assembly (HD) SS 129 varies Screen Locking Hardware Steel 130 71OX34PPSDAX #10 x 314" Ph. PH SMS @ Screen Ast. SS 131 132 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS '.:ny 1692/3/4 Screen Spline - .145" 133 1816C20 Screen Cloth Fiberglass ITEMS #14-16, 46-49, 53-59, 73, 74 & 87-89, 98 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. VINYL SLIDING GLASS WINDOW NOA (LM) 0411411E PARTS LIST 11 J ROSOWSKI C) NO CHANGES THIS SHEET. n7011�7/21 WINDOW NTS 21 OF 21 4 MD-5570W.0 a C 111t1i111j1/ LYNAtk * No. 58705 * Y Lq 02/01 /21 =?� 411_ 0 STATE OF lrj ', FL ORko /()NAV- ��.. 110 11111111\ A. LYNN MILLER, P.E. P.E.# 58705