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HomeMy WebLinkAboutPRODUCT APPROVAL M IAM IRE MIAMI-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 I. 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 (61h 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. 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 IshagI. 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 r SERIES 5570 IMPACT RESISTANT SLIDING GLASS WINDOW IMPACT RATING DESIGN PRESSURE RATING RATED FOR LARGE &SMALL SEE TABLES 1, 2 & B1, B2 INCLUDING POCKETS & 90°/1 350 CORNERS TABLE A. MISSILE IMPACT RESISTANCE ON SHEETS 7 &8 GENERAL NOTES: — 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. Group Anchor Substrate Frame Member Min. Edge Min. 2} DESIGN PRESSURES: I _ __ Distance Embedment #12, steel SMS (G5)or P.T. Southern Pine, (SG=0.55) HeadlSill/Jamb/P-hook 9116" 1-3/8" A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. Aluminum, 6063-T5"(0.125" min.) HeadISiIIIJambIP-hook 3!8" 1/8" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. 410 S.S. SMS - Steel,A36", (0.060" min.) Head/Sill/JamblP-hook 3/8" 0.060" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. A (min. 11 threads/in) Steef Stud,A653 Gr. 33', 0.071"min. Head/Sill/Jamb/P-hook 3/8" 0.071" 14 Ga. 3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, 1/4" Elco Ultracon HeadISiIIIJambIP-hook V 1-318" INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL 1/4" DeWalt Ultracon+ P.T. Southern Pine, (SG=0.55) Jamb 1" 1-3/8" MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 1/4" Elco 410 S.S. CreteFlex HeadISiIIIJambIP-hook 1" 1-3/8" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. B #12, steel wood screw (G5) P.T. Southern Pine, SG=0.55 HeadlSill/JamblP-hook 9116" 1-3/8" 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. Concrete, (min. 2.85 ksi) P-hook 1" 1-3/9' 6) REFERENCES1N0A�: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX&AGGRE-GATOR ANCHOR 1/4" Elco Ultracon Head/Sill/Jamb 1-3/16" 1-3/8" NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 Ungrouted CMU, (ASTM C-90) Jamb/P-hook 1" 1-1W' AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED)WHITE RIGID PVC Concrete, (min. 3 ksi) Head/Sill/Jamb 1-112" i-318" 114" DeWalt Ultracon+ P-honk 1" 1-318" NOA Un routed CM M G U, (ASTM JamblP-hook 1" 1-1/4" REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 &8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE C Ungrou M G ted CMU, (AST90) JamblP-hook 1-3/4" 1-114" 535753-09; 1/4" DeWalt/Elco 410 S.S. CreteFlex Concrete (min 335 ksi) Head/Sill/Jamb 1-3116" 1-314" , . . 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE P-hook 1" 1-314" 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) HeadlSill/JamblP-hook 1-1/2" 1-318" FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA A Ungrouted CMU, (ASTM C-90) JamblP-hook 2" 1-1/4" BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 99re Qatar P.T. Southern Pine, SG=0.55 HeadlSill/Jamb/P-hook 1" 1-318" $}WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 1J4" Elco Ultracon Concrete, (min. 2.85 ksi) HeadISiIIIJambIP-hook 2-1/2" 1-3/8" Un routed CMU, ASTM G90 JamblP-hook 2-112" 1-1/4" 9) DRAWINGS DEPICT EXTERIOR-GLAZING, HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. Concrete, (min. 3 ksi) HeadlSill/Jamb/P-hook 2-1/2" 1-3/8" 10) THE 5570 SERIES SLIDING GLASS WINDOW MAY ALSO BE KNOWN AS THE 570/2770 SERIES. D 1/4" DeWalt Ultracon Un routed CMU, (ASTM G90) JamblP-hook 2-1/2" 1-1/4" 114" DeWalt/EIco 410 S.S. Concrete, min. 3.35 ksi Head/Sill/Jamb 2-1/2" 1-3/4" ANCHOR NOTES: ( ) P-hook 2-112" 1-318" 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY CreteFlex Un routed CMU, (ASTM C-90) JamblP-hook 2-112" 1 1-1/4" 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 REQUIREMENTS. MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 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 "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 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 ALL ANCHOR HEAD TYPES APPLICABLE. REVIEWED BY THE BUILDING OFFICIAL. GENERAL NOTES............. 1 FOR THE MINIMUM STRENGTHS OF 4) METAL SUBSTRATE TO MEET MIN- STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ANCHORS AND SUBSTRATES, SEE TABLE EXAMPLE CONFIGS..........2 BY THE AUTHORITY HAVING JURISDICTION. F, SHEET 21. INSTALL DETAILS..............3-6 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, DPIANCHOR TABLES........7-8 NON-METALLIC GROUT, MAX. 114"THICK& 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH EXAMPLE............................9 OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS GLAZING DETAILS............10 WOOD, 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY CODES/STANDARDS USED: ANCHOR LOCATIONS.......11-16 THE AUTHORITY HAVING JURISDICTION. • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION PANEL TYPES................... 17 • ASTM E1300-09 EXTRUSIONS._,. ...............18 INSTRUCTIONS: • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION ACCESSORIES..................19 +I► I r►/ • ALUMINUM DESIGN MANUAL,ADM-2015 ` Y �YNN 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING THE ANCHOR REQUIREMENTS FOR THE SCREEN DETAILS.............20 �� ii • Alsl sloo-16 .` 0 ........ SLIDING GLASS WINDOWS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE • AISC 360-16 PARTS LIST........................21 GLASS/REINFORCEMENT. _'��• �%cENsF •�{� i 2) LOCATE THE SLIDING GLASS WINDOW SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL _ y� : PANEL WIDTH IF YOUR EXACT SIZE 15 NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 No. 58705 HEIGHT. GENERAL NOTES �o' J ROSOWSKI =� : 02/01/21 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. C) REV. ANCH. HEAD SHEETS 3, 4 &6 a 01/27/21 ;; FATE OF 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN CORIDP. ' G� 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 SGD-5570 NTS 1 OF 21 MD-5570W.0 C A.LYNN MILLER,P.E. _ __ REGISTRATION#29296 WINDOW P.E.#58705 MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH I-� MAX. UNIT WIDTH NOM. PANEL WIDTH �__��_ � NOW PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 &2 I ® PER TABLES 1 &2 4 PER TABLES 1 &2 4 J� PER TABLES 1 &2_ 4 A I IQ A ° �3 AA ID D 13 3 $ 13 MAX. UNIT 3 / 8 �d MAX. UNIT s 3 3 MAX. UNIT 3 3 3 3 �w MAX. UNIT 6 Ig HEIGHT �� HEIGHT � ' 3 s I� HEIGHT a �w HPIERT 3 3 11) PER TABLES 1 &2 2 PER TABLES 1 &2 / / I2 PER TABLES 1 &2 I TABLES 1 &2 L111 ll .11 /POCKET `n POCKET POCKET Iy / / / , POCKET J i J �r J - .J ull 1-PANEL a 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONSL4- 4 4 MAX. UNIT WIDTH _ MAX. UNIT WIDTH I-� MAX, UNIT WIDTH NOM. PANEL WIDTH e NOM. PANEL 4 WIDTH NOM. PANEL WIDTH PER TABLES 1 &2 PER TABLES 1 &2 4 1 PER TABLES 4 &2 _ 4 f— 3 ° I3 3 MAX. UNIT HZ SEE W} MAX. UNIT 3 3 3 / Bi I� MAX. UNIT 3 3 3 / B �� HEIGHT / U / 2,THIS HEIGHT a 3 HEIGHT 3 SHEET PER TABLES 1 &2 i / / / % �° PER TABLES 1 &2 / / / / / i TABLES 1 &2 0 F CKE' y POCKET J J CORNER, 5-PANEL CONFIGURATIONS F 6-PANEL CONFIGURATIONS 4 -- -- ---- -- - OUTSIDE nRNER SH :.!i INSIDE )ORNER SIMILAR MAX. UNIT WIDTH MAX. UNIT WIDTH -� NOM. PANEL WIDTH a NOM. PANEL WIDTH PER TABLES 1 &2 a PER TABLES 1 &2 4 -- �- rn 3 g k� a y f3 MAX. UNIT 3 3 3 3 3 3 B f w MAX. UNIT 3 3 3 3 3 3 T I I w HEIGHT 3 3 3 3 3 3 HEIGHT 3 3 33 3 3 3 I� PER TABLES 1 &2 Ig PER TABLES 1 &2 LLPOCKEIJI POGKET 1 J 7-PANEL CONFIGURATIONS a 8-PANEL CONFIGURATIONS a CONFIGURATIONS NOTES: "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH-8-9116" f 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0" = INOPERABLE PANEL NOM. PANEL WIDTH = PANEL WIDTH + 1-3116" \.\ N`�{�LYNIvI'''�. 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 `-\ �.*410ENS�c POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT= DOOR HEIGHT-2-112 2) 900 & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDfNG GLASS WINDOW NOA (LM) 04/14/16 * No, 58705 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSKI ="0 02/01/21 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ��Q •• STATE OF DETAIL LETTER ® C) NO CHANGES THIS SHEET. a 01/27/21 T ,� 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 &2. �- 1070LORIDP•• N VENIICE, FL O342755R s/ONAL�� 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 SHEET NUMBER (941)-480-1600 SGD-5570 A.L.YNN MILLER,P.E. _ REGISTRATION#29296 WINDOW NTS 2 OF 21 jj�j MD-5570W.0 1 C P.E.#58705 DETAIL Al DETAIL B1 METAL TYP., SEE ANCHOR THRU 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETEICMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 114" MAX. REQUIRED IF WINDOW i9 TYP. ANCHOR TYPE, HEIGHT IS OVER 96" 21 96 94 MAX 28"O.C. � 91 EMBEDMENT AND zz EDGE � a EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE 71 q o 0 TABLE A, SHEET 1 & _ Q 50 a NOTE 3, BELOW DAYLIGHT 10 INTERIOR z7 oR ze OPENING 25 — — — O .,} _ s WIDTH 33 d d� 8 EMBEDMENT EDGE EDGE DISTANCE/,� s° 82 25 OR 28 DISTANCE .. / SEE NOTE 6, sa I 25 R 26 EXTe�RIOR 27 ORS SEE NOTE 8, 114" MAX. -� THIS SHEET I SEE NOTE 6, THIS SHEET 1X OR 2X WOOD I 32 THIS SHEET i EMBEDMENT ANCHOR /� BUCKSTRIP, SEE NOTE 3, SHEET 1 SEE NOTE S,THIS SHEET 29 I— — — — J_ #8 X 314"SMS REINFORCEMENT SCREW 7 PLATE AT / tl / s3 PER STILE, LOCATED AT CENTERLINE AND 6", TYP. ANCHOR TYPE,. EVERY / HORIZONTAL SECTION (XXX SHOWN) ' - EMBEDMENT AND _ 9 & 12 FROM ENDS (FACTORY INSTALLED). EDGE DISTANCE PER____ ANCHOR SUBSTRATE, SEE LOCATION DETAIL D2 - _ DETAIL B2 DETAIL C2 TABLE A, SHEET 1 & DETAIL A2 INTERLOCK INTO MASONRY _ ASTRAGAL NOTE 3, BELOW 2X WOOD BUCKSTRIP OR INTO zX WOOD 19 _ _ _ REQUIRED IF WINDOW EMBEDMENT � FACING iNT. FRAMING, SEE ANCHOR 96 DAYLIGHT 21 91 HEIGHT IS OVER 96" 1/4" MAX. 1 ` NOTE 3, SHEET 1 OPENING I INTERIOR WIDTH 22 EDGE I o I o 1 DISTANCE TYP, ANCHOR TYPE, p° SEE NOTE 6,THIS SHEET 7 ill EMBEDMENT AND 28 R 27 2s R 25 I EDGE DISTANCE PER 93 23 a TYP. ANCHOR TYPE, I SUBSTRATE, SEE e d EMBEDMENT AND P q TABLE A, SHEET 1 & (31 q o o P EDGE DISTANCE NOTE 3, BELOW PER SUBSTRATE, I I SEE TABLE A, SHEET d d EDGE °d d ,A 1 & NOTE 3, BELOW DISTANCE I EXT^�ERIOR I� Oa P ° L_ V - - � � J Imo- PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE -f �+ 1/4" MAX. EMBEDMENT HORIZONTAL SECTION XO SHOWN ANCHOR REQUIREMENT INSTALLED IN EITHER L FIXED PANEL CLIP& INTERIOR OR NOTES ANCHORS, SEE EXTERIOR DIRECTION. �\`ON`{ LYNN����i, 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEE-0 DETAIL SHEET 19 ALL PARTS IDENTICAL. \. ,`�.•.�+GENSF 2) REFER TO ANCHOR NOTES SHEET 1. �.• �` 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR FOR ALL LOCKSTILES, ANCHOR QUANTITIES, SEE TABLES 1 &2. ASTRAGALS, FIXED zs zs VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 = * , No. 58705 S AND 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL HORIZONTAL RAILS — FRAME ANCHOR LOCATIONS. INSTALLATION, HORIZONTAL X-SECT J t J ROSOWSKI 02/01/21 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR a C) REV. ANCH. HEAD SHEETS 3, 4 &6 a 01/27/21 '�0. '• STATE OF _((/�� 6) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. ALL CORM ' G\ INTERLOCKS 27 28 - i REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY O O 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 a �,��NAL�� 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)-480-1600 SGD-5570 r� o A.LYNN MILLER.R.E. REGISTRATION#29296 WINDOW NTS 3 OF 21 p Z MD-5570W.0 C C P.E.#58705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION, FBC 1X SUCKSTRIP 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 PER BE VERTICAL OR HORIZONTAL. CONCRETEICMU EDGE NOTE 3 SHEET 1 AND EDGE DISTANCE PER � PER ANCHOR DISTANCE SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT EDGE 1 & NOTE 3, THIS SHEET EDGE TABLE A, SHEET 1 ° 4 EMBED- DISTANCE DISTANCE • • ,� • EDGE DISTANCE v a 9 MENT EMBEDMENT 14�EMBEDMENT EMBEDMENT p ' va • •� 7 .. 1/4 MAX, s 1/4" MAX. e a 1X OR 2X WOOD � --� � 114„ MAX. � _ � 114 MAX. � � . � 114 MAX. u BUCKSTRIP, SEE u / [J a / 50 ANCHOR NOTE 3, a e TYP. ANCHOR TYPE, EMBEDMENT AND / TYP.ANCHOR TYPE, EMBEDMENT AND 63 7 SHEET 1 EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET 33 0 B0 NOTES FOR1� DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. D LOCKSTILES,AST 2) REFER TO ANCHOR NOTES, SHEET 1. FIXED STILES 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION &SPACING, DLO WIDTH = NOM. PANEL WIDTH -8-9/16" \ AND #8 X 3/4' SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 &2. DLO HEIGHT= DOOR HEIGHT- 11-1116" HORIZONTAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT PANEL HEIGHT= DOOR HEIGHT-2-112" R ANCHOR PLATE AT F CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. EVERY ANCHOR LOCATION {FACTORY INSTALLED} 5} SEE SHEET 20 FOR SCREEN DETAILS, DAYLIGHT 25 6) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. OPENING PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME s �HEIGHT HEIGHT NOTE 6, HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR THIS SHEET VARIES WITH EXACT DIMENSIONS. REQUIRED EXTERIOR POSITIVE DESIGN 2s PRESSURE, 390 az EXTERIOR p—r.;; OR s2 SEE SHEETS .390 - 1 ly 7&8. 390 --1 h�— OR 2s 4 �� f* .390 f 2.947 1.793 2.370 4.041 R MAX. 42 #43-45 ALSO PPLYY .823 2.887 } 3.464 1 GROUT AS _ 1 917 NEEDED, SEE f3 ANCHOR NOTE } 060 .060— .060 5, SHEET 1 12 a Q q 2 . Q �- A >� 2-1/2"=TOTAL 060—�+ — �✓ O 1/4" MAX. 11 © a SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER I I r r b 0 I] 42 " 43 " 44 " 45 " \\,,` (2-112 TOTAL {3-112 TOTAL (4-1116 TOTAL {4-518 TOTAL \\ �` LYN+Y SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��� `��• ' EMBED- , • P EMBEDMENT EDGE '� EnrsF ••{�� MENT . f ° • d DISTANCE VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 * : No. 58705 _ EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, INSTALLATION, VERTICAL X-SECT. lltj J ROSOWSKI -rl a DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND 02/01/21 4U EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE ® C) REV. ANCH. HEAD SHEETS 3, 4 &6 01/27/21 O� ' . STATE OF ZPERANCHOR NCRETI=/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE,, DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR a S�ONAL REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 r r�I I I I. ��\ INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 SGD-557011 NTS i 4 OF 21 MD-5570W.0 C A.LYNN MILLER,P.E. L REGISTRATION#29296 WINDOW P.E.#58705 z 4 71 r�o����a INTERIOR 35 ID 71 fvtl. INTERIOR 4 26 OR 26 69 25 OR 26 37 96 MAX 18.5"O.C. INTERIOR 33 �19 96 MAX 3,5"O.C. - �SEE SHEET 19 36 1 INTERIOR DETAIL H2 MAX 3.5"O.C. 904 SEE SHEET 19 a EXTERIOR v� OUTSIDE CORNER 90° INTERIOR \QQ Do - 25 OR 26 � 94 MAX 18.5"O.C. EXTERIOR EXTERIOR 1350 `�,�' � ai n�.✓ 90° DETAIL G 1 �'+� OV � h\�O� DETAIL H 1 MAX 18.5"O.C. 94 135° � INSIDE CORNER OO INSIDE CORNER 40 EXTERIOR INTERIOR 41 R a EXTERIOR O.y� 1 SEE HEET 19 19 96 69 — doLoi DO 135° � INTERIOR fi ao i NOTES q 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION &SPACING, FOR ANCHOR zs OR zs 0�� QUANTITIES, SEE TABLES 1 &2. 33 38 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �� NY LYNN Q 35 DEPENDING ON CONFIGURATION. � gg : �'` ' '�.1GENSF' . MAX 18.5 O.C. EXTERIOR (4)THRU KEEPER @MAX is VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 * : No. 58705 3.5"O.C.,SEE SHEET 19 98 CORNER ASTRAGAL HORIZ. X-SECT. J ROSOWSKI 02/01/21 STATE OF DETAIL G2 ® a C) NO CHANGES THIS SHEET. 01/27/21 '��'��' �coRIo .• ��' � OUTSIDE CORNER 1070 N. VENICE,O TECHNOLOGY 75 T DR � a �SSZONAL`\� — (941)-480-1600 SGD-5570 NTS J OF 21 MD-5570W.0 C A.LYNN MILLER,P.E. L REGISTRATION#29296 WINDOW P.E.#68705 DETAIL 11 DETAIL I OPTIONAL NOW o INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR - $ CONCRETEICMU 21 22 EDGE PER ANCHOR INTERIOR POCKET 11 RI OR TYP. ANCHOR TYPE, EMBEDMENT JAMB � s_ � 91 DISTANCE.• .; . 33 2$ R z7 AND EDGE DISTANCE PER _4. REQUIREMENT e ' SEE FIG 1, SUBSTRATE, SEE TABLE A, INTERIOR POCKETS MUST � . ' ` THIS SHEET 3a o SHEET 1 & NOTE 3, BELOW ,.,., ..a n FIGURE 1,INTERLOCKS A7 POCKETS: INCLUDE A NON-STRUCTURAL, 8 FRAME JAMB TO REDUCE THE a 10 '' n LESS: POSSIBILITY OF WATER ". -- OPT. 21 `� s � INFILTRATION. ANCHOR ` : .�a 114" MAX. 1$ EMBEDMENT d ' e 17 OPT. OPT, POCKET BY OTHERS, SEE i NOTE 6 BELOW. - a _ EXTERIOR d e s MENT OPT. _EXTERIOR q F R WINDOW HEIGHTS OVER 96" a EXTERIOR �. . '° . .. ° , v 1/4 MAX. t ' ' . ANCHOR (1a 97 '' SEE FIG 1, MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT CONCRETE/CMU7 THIS SHEET 31 d 3a AND EDGE DISTANCE PER � EDGE PER ANCHOR 2$ R z7 SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE T REQUIREMENT & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER 4, SHEET 1; ANCHOR LENGTH TO SUBSTRATE, SEE TABLE A, SHEET 1 BE A MIN. OF 3 THREADS BEYOND & NOTE 3, BELOW THE METAL SUBSTRATE EDGE 2X WOOD SUCKSTRIP OR DISTANCE � FRAMING, SEE ANCHOR EDGE NOTE 3, SHEET 1 DETAIL 13 DISTANCE -OPT. ANCHOR iOPT. ANCHOR INTO METAL EMBEDMENT CIE ecd: {171OPT. 4 it OPT. EMBEDMENT 114" � q A EALo DETAIL 14 1/4" MAX. o MAX INTO WOOD SEE FIG EXTERIOR _ is 1, a SEE FIG 1, d THIS SHEEW31 IJ THIS SHEET 30 l28)0R(2, ' EXTERIOR 22 21 EXTERIOR POCKET ,.�� pN�LYNN�i EXTERIOR POCKET NOTES VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 * No. 58705 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. P-HOOK EXAMPLES, HORIZ. X-SECT. J ROSOWSKI =� : 02/01/21 3) SEE SHEET 13 FOR ANCHOR LOCATION &SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 &2. ® C} REV. ANCH. HEAD SHEETS 3, 4 &6 a 01/27/21 �0 %. STATE OF 4) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. 'Q(OR0- 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 1 N. V NICE,OFL34275 ' '/,1��NAL, AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)480-1600 SGD-5576 A.LYNN MILLER,P.E. RECyISTRATION#29296 WINDOW NTS 6 OF 21 ]14] MD 5570W.0 ;i C p.@.#5$70s TABLE 1: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO Design Pressure (DP)and Anchor Quantities Required (for all approved configurations on Sheet 2) ACHIEVE THE DESIGN PRESSURE, USING THE Use this table for: Window Height 'ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, Glass Types 1, 1A, 3 or 3A 30" 36" 48" 60" 72" 84" 961, 1SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 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 THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE Std. Interlock Reinforcement#27 A I B I C FD A I B I C_j D A I B I C I D A I B I C I D A I B I C I D A I B I C I D A I B I C D TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, DLO Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf SEE TABLE B 1, THIS SHEET. 24' DLO 1 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 #OF ANCHORS THROUGH THE HEAD&SILL. 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 5 5 (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 1 6 6 7 7 7 1 7 8 8 8 8 PANEL MEETING POINT AND 1 ANCHOR Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf REQUIRED AT M I DSPAN OF PANEL). 22-5/8 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 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 TOTAL#OF ANCHORS THROUGH THE JAMB. 30" DLO 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 5 5 THE#OF ANCHORS REQUIRED THROUGH THE P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 1 5 1 5 6 6 1 6 6 7 7 7 7 8 8 1 8 8 P-HOOK, PERPENDICULAR TO THE GLASS. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +601-60 psf +60/-60 psf +60/-60 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 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 � 36" DLO 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 1 5 1 5 5 t° : � 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 B 8 8 8 FIG 1 OH LENGTH� Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf — 3DLO HeadlSill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 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 42" DLO — WINDOW ASSEMBLIES 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 5 5 = INSTALLED WHERE THE 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 ut OVERHANG (OH) LENGTH IS Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +60/-60 psf +601-60 psf +60/-60 psf = EQUAL TO OR GREATER THAN 40-518" 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 = THE OVERHANG HEIGHT IS 48" DLO O 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 EXEMPTED FROM WATER 4 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 INFILTRATION RESISTANCE. -USED IN EXAMPLE ON SHEET 9 TABLE 131: DLO WIDTH = NOM_ PANEL WIDTH -7-318" TABLE NOTES: Water-Limited DLO HEIGHT= DOOR HEIGHT- 11-1116" \�vv��� (+}Design Pressure PANEL HEIGHT= DOOR HEIGHT-2-1/2" \��� pN`�LYNN�� 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE Sill Nam. Sill Max. (+)DP �'�� vtGEHSF LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. Riser Height Allowed VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 * No. 58705 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR None 1-11/16" See Note 2 — /t � ��� OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, 42 2-1/2" +38 7 psf DP &ANCHOR QUANTITY TABLE J ROSOWSKI --O (/` 02/01/�1 = +DP'S SHOWN IN TABLE 1 MAY BE USED. 43 3-112" +80.0 psf ��Q STATE 01 !V4 3) SEE SILL RISER TYPES ON SHEET 4. a C) NO CHANGES THIS SHEET. 01/27/21 % T 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. psf .� LORiD G `� 5) REFER TO ANCHOR NOTES, SHEET 1. 45 4-518" +60.0 psf 1070 TECHNOLOGY DR ��� 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING N. VENICE, FL 34275 _ i�r�1 ZONAL`�0 (941)-480-1600 SGD-5570 A.LYNN MILLER,P.E. REGISTRATION#29296 WINDOW NTS 7 OF 21 MD-5570W.0 C P.E.#58705 TABLE 2: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO Design Pressure(DP)and Anchor Quantities Required (for all approved configurations on Sheet 2) ACHIEVE THE DESIGN PRESSURE, USING THE Use this table for: Window Height ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, Glass Types 2 or 4 30" 36" 48" 60" Tr S4' 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. 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 THE MAXIMUM OP AT THESE ANCHOR QUANTITIES. Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE 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 'TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, DLO Design Pressure +1001-100 psf +1001-100 psf +100/-100 psf +100/-100 psf +100/-100 psf +1001-100 psf +1001-100 psf SEE TABLE B2, THIS SHEET. 1 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+ 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 #OF ANCHORS THROUGH THE HEAD&SILL. Width 24" DLO Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 1 4 4 4 4 4 4 5 5 5 5 5 5 5 5 (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT P-hook 3 3 1 3 3 3 3 1 3 3 4 1 4 1 4 4 5 5 1 5 5 6 6 6 6 7 7 7 7 8 8 9 9 PANEL MEETING POINT AND 1 ANCHOR Design Pressure +1001-100psf +1001-100psf +100/-100psf +100/-100psf +1001-100psf +100/-100psf +100/-100psf \ REQUIRED ATMIDSPAN OF PANEL). 30" 2DLO 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 TOTAL#OF ANCHORS THROUGH THE JAMB. Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 1 5 5 6 5 5 5 7 5 THE#OF ANCHORS REQUIRED THROUGH THE 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 P-HOOK, PERPENDICULAR TO THE GLASS. Design Pressure +100/400psf +1001-100psf +100/-100psf +100/-100psf +100/-100psf +100/-100psf +100/-100psf 28-518" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 I C3+1 I 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 36' DLO Width Jamb 2 2 2 2 3 3 3 3 3 3 3 1 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 3 3 4 1 4 1 4 1 4 5 S 5 5 6 6 6 6 7 7 7 1 7 8 8 8 8 FIG 1: 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 OH LENGTH 7 m 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- 42" DLO Jamb 2 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 i Width WINDOW ASSEMBLIES .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 INSTALLED WHERE THE 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* w OVERHANG (OH) LENGTH IS 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 = EQUAL TO OR GREATER THAN 48" DLO ,lamb 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 = THE OVERHANG HEIGHT IS Width O P-hook 3 3 1 3 3 3 3 1 3 1 3 4 4 4 4 5 5 1 5 5 6 6 6 6 7 7 8 8 8 8 9 9 EXEMPTED FROM WATER Design Pressure +80/-80 psf +80/-80 psf +801-80 psf +80/-80 psf +80/-80 psf +801-80 psf +80/-80 psf 1 INFILTRATION RESISTANCE. 46-5/8" 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 54" 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 7 5 5 5 8 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 1 8 Design Pressure +80/-80 psf +80/-60 psf +80/-80 psf +80/-80 psf +80/-80 psf +80/-80 psf +801-80 psf 60" DLO 5DLO 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 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 7 5 5 5 8 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 " +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE 132: DLO WIDTH = NOM. PANEL WIDTH -7-3/8" TABLE NOTES: Water-Limited DLO HEIGHT= DOOR HEIGHT- 11-1/16" \w��t + Design Pressure PANEL HEIGHT= DOOR HEIGHT-2-1/2" ���� N`( (-YEN 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER Sill Nom. Sill Max. (+)DP ��•'' F �� VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER Riser Height Allowed No. 58705 LIMITED (+) OP. VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 yk ; 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR None 1-11116' See Note 2 OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED, IF SO, +DP'S 42 2-1/2" +38.7 psf DP &ANCHOR QUANTITY TABLE tn J ROSOWSKI ='0 '• 02 01 21 SHOWN IN TABLE 2 MAY BE USED. 43 3-112" +60.0 f ;p 0 STATE OF C�� 3) SEE SILL RISER TYPES ON SHEET 4. psf ® a� C) NO CHANGES THIS SHEET. a 01/27/21 T ' •. F 44 4 111$" +80.0 f CORM N 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. PS S ����� 1070 TECHNOLOGY DR �i� S10 5) REFER TO ANCHOR NOTES, SHEET 1. 45 4-5/8" +100.0 psf N. VENICE, FL 34275 11111 l i> O i� NAL v� fi} SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING (941)-480-1600 SGD-5570 4 A.LYNN MILLER,P.E. REGISTRATION#29296 WINDOW NTS 8 OF 21 o z MD-5570W.0 x C P.E.#58705 EXAMPLE: Q 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION -PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK +. ANCHOR INFORMATION. INTERIOR MOUNT POCKET, 48"X 84" NOM. PANELS, @ INTERIOR POCKETS 6�� CENTERLINE CENTERLINE CENTERLINE LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEET 6 25-3I$"MAX. 6„ ANCHORAGE, "+2"ANCHORAGE, "+2"ANCHORAGE, MAX. 6"MAX. SHEET 12 SHEET 12 SHEET 12 i "C3"CLUSTER, "C3"CLUSTER, EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIN. 1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR - NON-STRUCTURAL ANCHORS MAY SHEET 6 PX)()( 3-TRACK TO AID IN �, BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE I_ CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 61. OF INTERLOCK I' OF INTERLOCK ANCHOR INFORMATION. _ CENTERLINE CENTERLINE CENTERLINE r MAX. OF PANEL 1 OF PANEL 2 " OF PANEL 3 POCKET BY o 0 0 EXTERIOR INTERIOR OTHERS,SEE - NOTE 6, o 0 0 o a a o SHEET 6 "+2" "+2"ANCHORAGE, 25-3/8"MAX. 6„ ANCHORAGE, SHEET 11 "+2"ANCHORAGE, MAX. SHEET 11 "C3"CLUSTER, "C3"CLUSTER, SHEET 11 12"MAX 21 6" SHEET 11 SHEET 11 END ANCHORAGE EXTERIOR FRAME JAMB SEE POCKET JAMB (MIN. 1 ANCHOR)— MAX. REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS Q.C. INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 &2 PXXX (3-TRACK} t 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 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN - DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO BE 25-318"O.C.OR LESS � FOR WOOD INSTALLATION USING ANY LHeacVSill C3+2ANCHOR IN GROUP A (SEE TABLE A), TABLE51 SHOWS ANCHOR REQUIREMENTS OF: k 7 1 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 6 MAX. THE INTERLOCKIASTRAGAL, FOR SILL(SHOWN)AND HEAD, ANCHORS AT THE OPT.ANCHOR 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 .IAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE"C3" CLUSTER ANCHORS AT 25-318", OTHERWISE ANCHORS ARE NOT REQUIRED AS ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PER THE FIGURE ABOVE: _ \ �� p�� LYNN/Lj�`�,� SILL INTERMEDIATE ANCHORS)- SHEET 11 FOR THE"+2 ANCHORS AT THE '. ��CENS DETAILS DETAILS MIDSPAN OF EACH PANEL. Q?' ,IAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. I VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 * No. 58705 *Y FOR PRODUCT REFERENCES ALSO SEE: P-HOOK: 7 ANCHORS SHEET 13 FOR GENERAL A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT_ STRAIGHT WINDOW EXAMPLE �'' J ROSOWSKI =-D fY LOCATIONS OF CROSS-SECTION DRAWINGS. 02/01/21 411: B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN a C) NO CHANGES THIS SHEET. 01/27/21 O,n'. STATE OF C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: •.40R1P�. ' ` D)SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR a �'�SS/ONAV- E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. ,IAMB: SHEET 3 N. VENICE, FL 34275 ��� 11 I I I►► �`` (941)-480-1600 LD-5570 NTSTil 9 OF 21 MD-5570W.0 C A.LYNN MILLER.P.E. F} SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 REcisTRnTioN nzszss NDOW P.E.#58705 1-1/16"NOM. 3116"HS GLASS 7/16" NOM. 7116"NOM. �— 7/16"NOM. — .090"PVB 3116"HS GLASS 3116"HS GLASS- 3116"HS GLASS 3/16"ANN GLASS 75 76 .090"PVB .090"PVB- .090"SG 77 78 — 7/16"AIR SPACE 3116"ANN GLASS 3116"HS GLASS 3116"HS GLASS 3/16"T GLASS---\PAINTED/ — PAINTED/ PAINTED/ PAINTED/ LAMINATED LAMINATED LAMINATED e2 OR 83 -LAMINATED 80 OR 81 SURFACE 80 OR 81 SURFACE 90 OR 81 SURFACE SURFACE a EXTERIOR - - EXTERIOR I- - - EXTERIOR (- � `� EXTERIOR i a � a PRODUCT IS"EXTERIOR- I PRODUCT IS"EXTERIOR- I PRODUCT IS"EXTERIOR- I PRODUCT IS"EXTERIOR- \ GLAZED"IF#80-81 IS ! 7/8"NOM. GLAZED"IF#BO-81 IS I 7/8"NOM. GLAZED"IF#80-81 IS I 7/8"NOM. GLAZED"IF#82-83 IS I 7/8"NOM. TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR.I D GLASS BITE I� BITE BITE J� BITE INTERIOR I ( 1 INTERIOR 1 INTERIOR t I INTERIOR 1 - �- V-" PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I PRODUCT IS"INTERIOR- I PRODUCT IS"INTERIOR- I GLAZED"IF#80-81 IS I 7s GLAZED"IF#80-81 IS I i 79 GLAZED"IF#80-81 IS I 79 GLAZED"IF#82-83 IS I 79 TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. I SEE NOTE 2, Ln8 �85 g5 66 SEE NOTE 2, SEE NOTE 2, � SEE NOTE 2, THIS SHEEP THIS SHEET GLASS SHEET THiS SHEEP GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN" =ANNEALED "HS" = HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "T"=TEMPERED STRUCTURAL 1-1/16"NOM. 1-1116"NOM. "PVB"= .090"TROSIFOLV PVB INTERLAYER SILICONE 3116"HS GLASS 3116"HS GLASS STRUCTURAL -114"NOM. FOAM 3/16"NOM. — BY KURARAY AMERICA, INC. POLYISOBUTYLENE WITH .090"PVB .090"SG "SG"= .090"SENTRYGLAS®INTERLAYER WITH DESICCANT DESICCANT 3I16"HS GLASS 75 76 3/16"HS GLASS 75 7s BY KURARAY AMERICA, INC. EXT. GLASS EXT.GLASS 7116"AIR SPACE 77 78 7/16"AIR SPACE 77 78 3/16"T GLASS 3/16"T GLASS oil PAINTEDI PAINTED/ 82 OR 83 LAMINATED 82 OR 83 LAMINATED SURFACESURFACE INT. GLASS INT. GLASS �] EXTERIOR j EXTERIOR PRODUCT IS"EXTERIOR- I \ PRODUCT IS"EXTERIOR- I ' KODISPACE SUPER GLAZED"IF#82-831S I 718"NOM. GLAZED"IF#82-831S 718"NOM. 75 76 ® TM TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I ( GLASS 4SG TPS SPACER NXT I I BITE BITE (� fNTERIQR I ^ 1 INTERIOR ALUMINUM PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED"IF#82-83 IS I 79 GLAZED"IF#82-83 IS 79 BUTYLENE 5/16" NOM TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I BUTYL$ 5116"NOM. SEAL SILICONE SEAL SEE NOTE 2, 86 86 SEE NOTE 2, DESICCANT ROLL-FORMED THIS SHEET THIS SHEET FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 �• NY LYNN EXT. GLASS NOTES' ENSF EXT. GLASS 1) BACKBEDDING SURFACES SHALL Q?' <(� NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 * : No. 58705 INT. GLASS INT. GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS m'' J ROSOWSKI ;"0 02/01/21 �: INTERIOR OR EXTERIOR GLAZED, .?J ,4U U TM PROVIDED THAT THE "HS"SURFACE ® �Q STATE OF lV DURASEAL XL EDGE C) NO CHANGES THIS SHEET. a 01/27/21 N. . 77 - 7e OF A LAMINATED GLAZING UNIT IS i��� .•LORIO..•' GN. OF SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR ��7 S/ N. VENICE, FL 34275 '77 0NAL����� 111111 (941)-480-1600 SGD-5570 NTS 10 OF 21 MD-5570W.0 C A.LYNN MILLER,P.E. L REGISTRATION#29296 WINDOW P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: SILL "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL CENTERLINE—`I PANEL. CENTERLINE 4" CENTERLINE 4„ CENTERLINE^ 4„ CENTERLINE 4' O O O O O O O O O EXTERIOR i EXTERIOR EXTERIOR EXTERIOR EXTERIOR CAS 2-TRACK CLUSTER"C3" IC7 2-TRACK CLUSTER"C5" j I2-TRACK INTERMEDIATE 15 2-TRACK INTERMEDIATE ID 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL _ CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" p o p p EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" 3-TRACK CLUSTER"C3" 3-TRACK CLUSTER"C5" 15 3-TRACK INTERMEDIATE �' 3-TRACK INTERMEDIATE \,' 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I"ANCHOR LOCATION "+2"ANCHOR LOCATIONS '1+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK. INTERLOCK PANEL PANEL CENTERLINE 411 CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE 41f o p o 0 0 EXTERIOR I+ 3.22" EXTERIOR 3.22" EXTERIOR EXTf=R10R 1=XTEREOR -$,2Z" 4-TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE l 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE "C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: Head/Sill +i \'1ti1I1lIlrJ1/' ,iamb 5 ���ON`{ LYNAI FIGURES PERTAIN TO THE FOLLOWING SILL f P-IIODI( 7 CLUSTER ANCHOR LOCATIONS: �`� •' �.IGENSE ���i VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 ` * : No. 58705 ANCHOR LOCATIONS A J ROSOWSKI 02/01/21 '. yr C) NO CHANGES THIS SHEET. 01/27/21 O� . ATE OF P�(/� HJamlbill C5 1070 TECHNOLOGY DR '/� Si NAL N. VENICE, FL34275 - ���►II II I+► \ \ P-hook 7 (941)-480-1600 SGD-5570 4 d A.LYNN MILLER,P.E. REGISTRATION#25286 WIND NTS 11 OF 21 2 M©-5570W.0✓�� C P.E.#MILLER, HEAD CLUSTER ANCHORS LAYOUT: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 41[ INTERLOCK 4" PANEL CENTERLINE 4" PANEL CENTERLINE 4 CENTERLINE CENTERLINE w CENTERLINE " EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3 22" ^' 2-TRACK INTERMEDIATE 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"CT' 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR E INTERLOCK INTERLOCK PANEL PANEL PANEL f CENTERLINE 411 0ENTERLINE 4„ CENTERLINE CENTERLINE 4 75" CENTERLINE 4" • C EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR L 3-TRACK INTERMEDIATE c�, 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER NS 3-TRACK CLUSTER NS \ "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK 4„ CENTERLINE INTERLOCK CENTERLINE7 4„ CENTERLINE CENTERLINE CENTERLINE 411 EXTERIOR r 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR 322" ID 4-TRACK CLUSTER 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2" 10, 4-TRACK INTERMEDIATE "C3"ANCHOR LOCATIONS "C5"ANCHOR LOCATIONS "+1"ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWINQ HEAD 1)ALL DIMENSIONS SHOWN ARE. BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2}TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: 1 mc=02HeadlSill 1 \``��►tI1111j���/ FIGURES PERTAIN TO THE FOLLOWING HEAD ` Jamb 5 `\\\ NY LYNN� CLUSTER ANCHOR LOCATIONS: I P-hook 7 \G �� • 'LEN VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 * No. 58705 ANCHOR LOCATIONS B J ROSOWSKI 02 of z1 / / ® � C) NO CHANGES THIS SHEET. 01/27/21 %�0,�'•• STATE OF =lv� Head/Sill C3 9 �` (ORl4 .•' G\ �� Jamb 1070 P--hook 7 N. VENICE,OFL03427D5R _ Sis�ONAL%\\ \\\\ (�41)-4$0-1600 SGD-5571 A.LYNN MILLER,P.E. REGISTRATION#29296 y WINDOW NTS ' 12 OF 21 MD-5570W.0 C P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS- P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): - .1 2.375" —�- Imo— 4.75" �� 7.125" M Zu MAX. i 21.6" 21.6" 21.6" HeacVSill C3+1 Jamb 5 MAX. MAX. MAX. P_hook 7 O.C. EXT�R O.C. EXTERIOR O.C. EXTERIOR OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 61' 6" MAX. MAX. MAX. (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN. EDGE DISTANCE I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX. JAMB JAMB JAMB .(3) WEEP NOTCHES (4)WEEP NOTCHES _(5)WEEP NOTCHES PER END @ 1"X .500" PER END @ 1"X .500" PER END @ 1"X .500" SILL EXTERIOR SILL EXTERIOR L" EXTERIOR (3) TRACK WEEP HOLES 6 MAX. EVERY 24" @ 1.125"X .190"; (6)TRACK WEEP HOLES (10) TRACK WEEP HOLES OPT. ANCHOR (1) WEEP NOTCH EVERY EVERY 24" @ 1.125"X .190';� EVERY 24" @ 1.125"X.190",�\ TO AID IN 24" @ 1.375"X .500" (1) WEEP NOTCH EVERY ALIGNMENT 24" @ 1.375"X.500" (1)WEEP NOTCH EVERY 24" @ 1.375"X .500" NOTES: 1) SEE TABLES 1 &2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. �<0 �V LYN)V,����i, FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB (P-HOOK)ANCHOR LOCATIONS: r VINYL SLIDING GLASS WINDOW NOA(LM) JAI 04/14/16 No. 58705 w o o ANCHOR LOCATIONS C �Jt] J ROSOWSKI —~c] 02 p� z1 x: 1 / IL a jnlTD 12 C) NO CHANGES THIS SHEET. 01/27/21 �0 •, �iHTE OF �lV�� _ CORl&' ' �\ )-lead/Sill C3+1070 amiss Jamb 5 1 N VENiCE,O 842 DR 4 ��i�ZONAL`���� P-hook 7 (941)-480-1600 SGD-5570 > d A.LYNN MILLER,P.E. REGISTRATION#29296 WINDOW NTS �: 13 OF 21 � MD-5570W.0 a z C P.E.#58705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE CORNER FOLLOWING 9U°CORNER SILL ANCHOR LOCATIONS: 900 0 4111 4" �\ 4" 4" / 4FF 41 1 4FF 411 g � o o a o G Head/Sill 1 -� 3.22" EXTERIOR 3.22" EXTERIOR - Jamb 5 2-TRACK 90"CORNER 2-TRACK 90°CORNER P-hook 7 :j "04"ANCHOR LOCATIONS "M'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 "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) 10- (USE WHERE"C5"IS SPECIFIED) 0 4„ 4F, 10 411 4FF 6 4" , - 4" 41F 41, 0 EXTERIOR 3.22" EXTERIOR 3." - 3.22" 3-TRACK 90'CORNER 3-TRACK 90'CORNER (� 3-TRACK 90°CORNER EXTERIOR 3-TRACK 90°CORNER EXTERIOR "C4"ANCHOR LOCATIONS 15 "C6"ANCHOR LOCATIONS C (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"CT'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4" 4" 4F F 41F \�•��ON�LYNN�j''�. •� 4" 4" 4" o * No. 58705 02/01/21 0 STATE OF C[/�� EXTERIOR 2211 EXTERIOR 3.22 4-TRACK 90'CORNER 4-TRACK 90°CORNER EXTERIOR EXTERIOR ss "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 4-TRACK 90"CORNER 1 4-TRACK 90°CORNER i �/ �O L (USE WHERE' IS SPECIFIED} (USE WHERE"C5"15 SPECIFIED) "G4"ANCHOR LOCATIONS �' `� "C6"ANCHOR LOCATIONS //�!!NIA { (USE WHERE"CT'IS SPECIFIED) (USE WHERE"CY IS SPECIFIED) A.LYN MILER,P.E. NOTES: P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 90°CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: I VINYL SLIDING GLASS WINDOW NOA (LM) 117 04/14/16 90o 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ANCHOR LOCATIONS Di J ROSOWSKI SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. Head/Sill C 1 Jamb 5 3)TRACK-TO-TRACK ® C) NO CHANGES THIS SHEET. a 01/27/21 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: { N. VI=NICE, FL 34275 (941)-480-1600 SGD-5570 NTS 14 OF 21 FMD-557oW.D !![C _.. .. _ REGISTRATION 929296 WINDOW HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: _ FOLLOWING135TCORNERSILL ANCHOR LOCATIONS: i 4" i' ° 4" 4" 4" 4" ° Head/Sill C 1 XTERIOR EXTERIOR Jamb 5 3.22" 411— EXTERIOR EXTERIOR ! P-hook 7 2-TRACK 135'CORNER 2-TRACK 135°CORNER L 4" "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 2-TRACK 135'CORNER 2-TRACK 135` CORNER (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) 41@ 4" 4,� 4" VA 4,1 O3.221' C7 ° ° 4" °EXTERIOR EXTERIOR EXTERIOR7 Nnn 3.22" V 3-TRACK 135'CORNER 3-TRACK 135°CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 3-TRACK 135"CORNER 3-TRACK 135'CORNER (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS "136"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4" � � 4, " �6\ 4" �.��pN`i LYNN oc 4" o ° 4" * No. 58705 EXTERIOR EXTERIOR EXTERIOR 1 EXTERIOR 02/01/21 ; 4U � 3.22 Fl . Q STATE OF C(� 4-TRACK 135'CORNER 4-TRACK 135'CORNER �"ry FCORIDP. "C4"ANCHOR LOCATIONS r "C6"ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135'CORNER �S (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS //;s10N'AL (USE WHERE"C3"IS SPECIFIED) (USE WHERE"135"IS SPECIFIED) �,,I I NIA! ` t A.LYN�iNI�LER,P.E. NOTES; P.E.#58705 FIGURES PERTAIN TO THE FOLLOWING 135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 1350 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 1111 J ROSOWSKI Head/Sill C 1 Jamb 5 3) TRACK-TO-TRACK 1 ® 02 C) NO CHANGES THIS SHEET. 01/27/21 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: j 1070 TECHNOLOGY DR N. VENICE, FL 34275 - - (941)-480-1600 Spa-5570 NTS 15 OF 21 MD-5570W.0 C REGISTRATION#29295 WINDOW HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: FIGURESSPLICED N TO THE CHORLOC TION&G -- — - -- SPLICEQ SILL ANCHOR LOCATIONS: SPLICE SPLICE LOCATION 4'p SPLICE7-0" LOCATION SPLICE LOCATION 4" LOCATION 4" 4" 0 0 0 0 6 6 0 LL EXTERIOR 3.22" EXTERIOR 3 22" EXTERIOR EXTERIOR Head/Sill 1 2-TRACK SPLICE 2-TRACK SPLICE `lamb 5 2-TRACK SPLICE 2-TRACK SPLICE "C4"ANCHOR LOCATIONS lc� "C6"ANCHOR LOCATIONS P-hook 7 "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE \ LOCATION 4.7511 LOCATION 4„ LOCATION 4" LOCATION-7 41p � o 0 o a o 0 EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR 4" 3-TRACK SPLICE 3-TRACK SPLICE 3-TRACK SPLICE. J L 3-TRACK SPLICE "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) SPLICE 4.75" SPLICE SPLICE SPLICE LOCATION LOCATION 411 LOCATION-7 LOCATION 411 a 0 0 0 0 a o 0 o a EXTERIOR 4„ EXTERIOR 3 22" EXTERIOR 3,22" EXTERIOR � 3.22" \����NYILY�N���i// _ 4-TRACK SPLICE 4 TRACK SPLICE 4-TRACK SPLICE 4 7 RACK SPLICE `�� `,0 ,......• "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) * No. 58705 Vl 02/01/21 a' STATE NOTES: ' O� 'cCORID F \��` P,. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. //////'0NA1-jo,\\ FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNI`IIINILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 DISTANCE IS 2.375 2.375 2.375 FOR ALL MEADS AND SELLS: ANCHOR LOCATIONS F + t J ROSOWSKI a C) NO CHANGES THIS SHEET. xt 01/27/21 Head/Sill C3 1 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DR Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE, FL 34275 P-hook 7 (941)-480-1600 SGD-5570 L- REGISTRATION#29296 WINDOW I NTS 16 OF 21 MD-5570W.0 �4 Ci HEADER BLOCK TO HEADER ATTACHMENT EXTERIOR TO PREVENT ANY EXTERIOR-OPERABLE O HEADER PANEL FROM DISLODGING TO THE (3-TRACK SHOWN) , / , PANEL NOTES; EXTERIOR, INSTALL ONE HEADER BLOCK / AT EACH INTERLOCK,ASTRAGAL AND / / 11 95 1) SEE DPIANCHOR TABLES 1 &2, P-HOOK INTO THE EXTERIOR TRACK OF THE �� • / 8 #12 X 1-314' SHEETS 7-8 FOR PANEL SIZES & DESIGN HEADER. TRIM THE SCREW COVER AS SELF-DRILLING PRESSURE. NEEDED. SEE SHEET 19 FOR INSTALLATION HEADER SCREW, MIN, DETAILS OF ADDITIONAL HEADER BLOCKS. BLOCK (1) REQUIRED 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXAMPLE: HEADER BLOCK PLACEMENT IN ; r> AND ARE NOT AVAILABLE. 3-PANEL CONFIGURATION, OTHERS SIMILAR. ' 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 - - - - - - _ — _ _ = J = = = = — _ _ _ — THIS APPROVAL, SEE DETAILS SHEET10. EXTERIOR PANEL'S RIGHT STILE TYPE - SCREEN PANEL TYPES PANEL _ DOUBLE T 1 OUTSIDE 90° INSIDE 90° OUTSIDE 135° INSIDE 135° TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL C INTERLOCK ASTRAGAL INTERLOCK INTERLOCK STILE WI HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN EXTERIOR GLAZED _ LOCKSTILE DOUBLE INTERLOCK SINGLE F PP K L L TC TA T V T W J LOCKSTILE ASTRAGAL INTERLOCK OUT m mox" SINGLE B r P w C C SC Sa ` S , ^� , ` �D SINGLE DOUBLE INTERLOCK C H H �V/ �`! W INTERLOCK INTERLOCK W IN (8W(oilTJ fBo7tw1 FIXEDDOUBLE STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTILE r r amom mu" W LOCKSTILE n /)f J U ASTRAGAL LOCKSTILE Wr HANDLE �J f�/� f ' ("OM MOKAW DS INTERLOCK INTERLOCK ASTRAGAL DOUBLE SINGLE BOX OUT U �--• T LR U_ maxoLm LU ASTRAGAL RIGHT J sox IN N T U LEFT PANEL TYPE "F" SHOWN. U) 4oww (90N) PANEL PANEL �>IIIIIrrri J OUT.90° T (/�_C (/�_ STILE STILE �` �( N/U W ASTRAGAL C l 4/V V F � N LY RECEIVER _\��'�`` '4`GENS�c' •��� Z ASTRAGAL Q T Q VINYL SLIDING GLASS WINDOW NOA LM 04/14/16 No. 58705 ` RECEIVER � ■ • � ■S DF OUT. 135' PANEL TYPES & HEADER BLOCK m'' J ROSOWSKI _-d Oz�o1�z� VTVS VF STATE OF RECEIIV RL mi a C) NO CHANGES THIS SHEET. 41 01/27/21 �T F40Ft1DP°..•.' ASTRAGAL V V I WS WF 1070 TECHNOLOGY DR ��� `%NAV- RECEIVER N. VENICE, FL 34275 111 r r r 1 1 111 W (941)-480-1600 SGD-5570 d I A.LYNN MILLER,P.E. REGISTRATION#29296 WINDOW NTS 17 OF 21 �Z MD-5570W.0�� C P.E.#58705 5.875 10.635 .100- - .540 .125 r---.550 .291 .061 .762 © ©� 500 ql ❑ ❑ 1.812 O p © 1.681 -�-��--.062 930 *�j_+ 1.928 �- .100 ������Q �0 { I 301 t i v SCREWFRAME COVER PVC) ANCHOR PLATE TRACK INSERT �} EXTENDED OCKET 5.178 2 TRACK HEADIJAMB 6J 4 TRACK SILL � 1.000 I .252 062 .231 .060 2.060 .100 C-� 8.250 8.250 1.435 1.613 r, 080 ' CI O C�L-M .100 .949 � -I 1.983 ❑ ❑ ❑ 1.813 p CJ 1.681 �� 062 f � .060 F100 ��[��� ��� BOTTOM RAIL OUTER SILL SILL TRACK � 11 SUPPORT 12 COVER 13 COVER 17 P-HOOK ADAPTOR 18 P-HOOK 3�3 TRACK HEADIJAMB ``�J 3 TRACK SILL .094 .125 10.625 i .540 .540 2913.000 061 229 � 2.975 2.141 5.875 500r' .075 '100 626 2.607 --I 1.406 1.813 p o 1.681 II .062 -•~I4--.062 .329 ❑ ❑ U..100 IM[1-1 6�� �I-� �9)EXTENDED �p KEEPER 23 REINFORCEMENT © REINFORCEMENT FIXED PANEL CLIP 24 REINFORCEMENT - i KEEPER BAR COVER BAR PLATE 5)4 TRACK HEAD/JAMB U 2 TRACK SILL -2.511- � r--2.$38 1.570 - � 1.625 I� -� 1.595 r-- 1.595 �-�- � .309 -�4 3.483 .125 2.696 t 1 OBO 2.073 .099 T 4.279 400 .070 ' .0754.635 .100 2.833 2.368 2.768 2.768 2.025 .312 2.116 2.210 .090 34 INTERIOR JAMB COVER 300 A___3 ❑ E_ 1 k -0-I `� 188 .110 I-��-�- .120 - -.182 .120- �' I 182 2.291 .100- �2.710 �L 1,875TOP, BOTT k+ ASTRAGAL PANEL STILE, AND S ILEOM AND S I ETOP, BOTTOM REINFORCEMENT, REINFORCEMENT, '�REINFORCEMENT {30)EXTENDED POCKET INTERLOCK ADAPTER 31 ADAPTER K TER 32 ASTRAGAL ADD-ON L.,AND BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT - 3.452 -3.326 3.345 NOTES: 1.472 919 1) SEE SHEET 4 FOR .125 3.209 , 125 .060 3.713 r .090 SILL RISERS. 2.175 .046 1.500 3.247 3.345 .060 .070 t 065 r 2) SEE SHEET 20 11 1.170 229 �I I� -.919 FOR SCREEN PARTS. .300 35 1350 CORNER 3$ 135' CORNER 7035° CORNER 38 135° CORNER 39 90' CORNER (40 900 CORNER 4J 9Q° CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL - ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. ,, i r► r r r ��� EXTERIOR INTERIOR EXTERIOR INTERIOR 41GENS�c'' --I.912� -�.9121--, .210 }- 252 173 Imo'I► 065 - - -I 1 )1.261 - 3 - VINYL SLIDING GLASS WINDOW NOA (LM) 44/14/16 * No. 58705 1.261 .062 1.261 1.261 1.261 EXTRUSIONS J ROSOWSKI 02/01/21 : 80 7/16" 7/16" ��)1-1M6" 83 84 1-3116" � � J ® �' C) NO CHANGES THIS SHEET. a�� 01/27/21 �0,(� STATE OF 81 �l(�\ i CQRIDP.•' G\ �� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD _ C� 1070 N. VE ICE,OF 34275LOGY ZONAL."I III 0� (941)-480-1600 SGD-557Q ssA.LYNN MILLER,P.E. N NTS 18 OF 21 MD-5570W.0 C REGISTRATION P9296 WINDOW u) P.E.#58705 HEADER BLOCK TO HEAD 1) INSTALL 2) INSTALL JAMB TO HEAD (4) ANCHOR CLIP INTO CLIP INTO ATTACHMENT ASSEMBLY TYPE AS USED PANEL o FRAME JAMB INSTALL ONE BLOCK AT EACH C)HEADER IN INSTALLATION, STILE &SUBSTRATE, INTERLOCK. AT ASTRAGAL, BLOCK TABLE A, SHEET 1 SEE TABLE 1 INSTALL ONE BLOCK THAT 93 3 o SPANS BOTH PANELS. SEE (3)#10 10 X X SHEET 17 FOR INSTALLATION (3)#8 X 1. DETAILS OF ADDITIONAL sa 1" SMS i q o o HEADER BLOCKS. d 0❑ FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED 95 (2} 114" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8 X 1" SMS 21 BAR COVER 1 (4)#10 ss X 2' SMS 22 REINF. BAR 91 #8 X 1-1/4"SMS KEEPER �s / Q� Qq 1 ❑a JAMB TO KEEPER TO JAMB SILL ASSEMBLY i' ATTACHMENT 111 f / LOCKING JAMB d 1 REINFORCEMENT PLATE ❑0 ATTACH WITH#8 X 1-1/4" 4-PANEL, 2-TRACK @ 34-1/2" MAX O.C. OXXX SHOWN KEEPER �s o p (4)#10 X 98 2" SMS so INTERLOCK INTERIOR CLIP COVER � % \ J INTERLOCK NOTES EXTERIOR za REINF. PLATE 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. t► I I r r 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING. BOTTOM RAILS °� 94 #10 X 3) SEE TABLES 1 &2 FOR REINFORCEMENT REQUIREMENTS. ��� �O . EN SUPPORT' - 2-1/2" SMS 4)CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ���•' L��ENSF (2) #10 X 1"SMS THROUGH SUPPORT, s24 VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 * : No. 58705 INTO PANEL PANEL ACCESSORIES INSTALLATION 4 J ROSOWSKI =-U Q o o� i (r' 93 #10 X ASSEMBLY .� 2� �2 �= INTERLOCK SILL RETAINER 1-112 SMS per. STATE OF ALL PANEL CORNERS C) NO CHANGES THIS SHEET. 01/27/21 CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070 TECHNOLOGY DR a isi`S��NAL INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 ��rr►j I I ►i� (941)-480-1600 SGD-5570 NTS 111 19 OF 21 MD-5570W.0 C A.LYNN MILLER,P.E. REGISTRATfON#29296 WINDOW P.E.#58705 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� OOROOR 5 125 106 OOROOR 5 121 123 102 t19 103 133 132 129 - 111 106 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 33 102 111 32 131 o Rc 121 tos a � OaROarz s1 OROORO - 1 OROORO 122 100 115 116) HORIZONTAL SECTION EXAMPLE 112RIZONTAL SECTION 117 1.081� f+— � r-1.0$1 EXAMPLE 1.202 1.778 1.778 .935 ' f .045 .875 875 1.020 - —SIT.050 —.-11.�—.050 F, 12o SCREEN 12t SCREEN 122 SCREEN OXO 1.993 1.993 1.874 OFRAME ASIDE RAIL, OASTRAGAL L � Eu f :i RAIL LATCH ADAPTER .062 .062 .062 100 OBOX SCREEN (,,,)BOX )BOX SCREEN BOX SCREEN TOP RAIL 701 BOTTOM RAIL 10a SIDE RAIL 1.435.725 t27 .765 .782 OR f 7_ + 040 101 113 OR 114 1.020�i �+ 1.593 ---� 1.373 � 1ze .062 2 OROORO ]I r -: 063 t2o 123 SCREEN VINYL 129 FRAME SILL 0 1.872 055 I; _ 2 OROOR sO ASTRAGAL SCREEN 0 1.833 ADAPTER ADD-ON kil1 I; 124 ion © �11 - .062 �i 4�— .372 I r, (1 0�3 BOX 10a BOX 1051BOX SCREEN SCREEN OSCREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION . LYNIV`I�''� EXAMPLE NOTES: p iLjv --�1 1.301.343 r-- 055 _� 1.48 � 1)ALL DIMENSIONS IN INCHES. xcENSF' •��� .050 1.487 1.510 VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 Z y� No. 58705 060 SCREEN DETAILS i J ROSOWSKI a 02/01/21 BOX SCREEN BOX SCREEN BOX SCREEN HEAD = 4U 10s ASTRAGAL 107 SILL ADD-ON 10g AND JAMB ADD-ON ® C) NO CHANGES THIS SHEET. 01/27/21 0. FCaRIDP ADAPTER �s' .. 1070 TECHNOLOGY DR �i S N. VENICE, FL 34275 �,70NAL (941)-480-1600 SGD-5570 A.LYNN MILLER,P.E. REGISTRATION029296 WINDOW NTS 20 OF 21 MD-5570W.0 a C P.E.#58705 TABLE C: TABLE D: BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6063-T6 Alum. 100 12256 Box Screen Top Rail 6063 T5 Al 2 19002 2-Track Sill Rigid PVC 43 19022A Sill Riser-(3-112") 6063-T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T5 Al 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6063-T6 Alum. 102 12258 Box Screen Side Rail 6063 T5 Al 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-5/8") 6063-T6 Alum. 103 64428 Box Screen Interlock 6063 T6 Al 5 19027 4-Track Head/Jamb Rigid PVC 50 718609W .187" x .320" Finseal (Stile) 104 1 17347A Box Screen Snap-on Bug Flap 6063 T6 A[ 6 19028 4-Track Sill Rigid PVC 51 71695K 1-112"x 1" x 3/4" Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6063 T6 Al 7 19009 Frame Screw Corer Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 At 8 19031 Anchor Plate 6063-T6 Alum. 60 419041 Interlock Clip Corer PVC 107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 9 19007 Track Insert 6063-T6 Alum. 61 78153X Tandem Roller Assembly SS 108 19038 Box Screen Head/Jamb Add-on 6063 T6 Al 109 720XIX #14-20 x 1" MS @ Top Rail SS 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 110 720X112X #14 20 x 1-112"MS @Bottom Rail S5 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller& Reinf. SS ill 71793G Wstp, .270"x .150"-Fin Seal 12 19006A Outer Sill Corer 6063-T6 Alum. 64 419042 Frame Header Block Nylon 112 61805K Wstp, .187"x .500" @ Bug Flap 13 19011 Sill Track Corer Rigid PVC 65 48052 Roller Adj. Hale Plug PVC 113 73RAZ Standard Roller Nylon 17 19032 P-Hook Adapter 6063-T6 Alum. 66 44385 4 Hole Bumper Stop PVC 114 7SRAX HD Roller SS 18 19020 P-Hook 6063-T6 Aium, 67 76X114FPTX #6 x 1-114" Ph. FH SMS @Bumper Stop SS 115 varies Screen Locking Hardware Steel 19 19047M Extended Keeper 6063-T6 Alum. 68 71696G Sill Plug PVC 116 419053 Screen Keeper Steel 20 19029M Keeper 6063-T6 Alum. 69 78185X Gemini Mortise Lock wllong Trim plate Steel/SS 117 76X1 PPA #6 x 1" Ph. PH SMS Steel 21 19014 Reinforcement Bar Cover Rigid PVC 70 71032X1FPFX 10-32 x V Ph.FH MS @ Lock SS 118 1692/3/4 Screen Spline-_150" & .165" Vinyl 22 19030 Reinforcement Bar 6005-T5 Alum. 71 varies Handle Kit Cast Zinc 119 1816C20 Screen Cloth Fiberglass 23 19037M Fixed Panel Clip 6063-T6 Alum. 72 19054 Interlock Retainer Clip Nylon TABLE E: STANDARD SCREEN 24 19035M Reinforcement Plate 6063-TB Alum. 75 Kommerling 4SG TPS Spacer System See Sheet # Part# Description Material 25 19017M Top Rail, Bottom Rail and Lockstiie 6005-T5 Alum. 76 Quanex Super Spacer nXr with Hot Melt Butyl 26 19046 Reinforcement Composite 77 Quanex Duraseai 10 for 120 12033 Screen Frame Rail 6063 T5 Al 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer Materials 121 12026A Screen Frame-Side Rail(Latch) 6063 T5 AI 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 79 Dow 791, 983, 995 or GE-7700 Backbedding Silicone 122 17363 Screen OXO Astragal Adapter 606316 AI123 4B53K Screen Vinyl Astragal Adapter Rigid PVC Ad 29 19019M Astragal Reinforcement 6005-T5 Alum. 80 19090 7/16" Square Bead Rigid PVC 124 190128 Frame Sill Screen gal Ad 6063 T6 AI 30 19083 Extended Pocket interlock Adaptor 6063-T6 Alum_ 81 7I16" Beveled Bead Rigid PVC 125 6FP95K Bug Flap, 85+/-5 duro. Vinyl 31 19005 Interlock Adaptor Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 126 78XI12PSATS #8 x 1-1/2" Ph. PH SMS (Assembly) SS 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly (Standard) Nylon 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 84 19016 1-3/16" Ogee Bead Rigid PVC 128 712027SS Corner Key Wheel Assembly (HD) SS 34 19040 Interior Jamb Cover 6063-T6 Alum. 85 71725K Setting Block 1/2" x 4" x 1/16", 85+1-5 duro. Neoprene 129 varies Screen Locking Hardware Steel 35 19076 135" Comer Astragal 6063-T6 Alum. 86 71726K Setting Block 1"x 4" x 1/16", 85+/-5 duro. Neoprene 130 710X34PPSDAX #10 x 314" Ph. PH SMS @ Screen Ast. SS 36 19077 135' Comer Astragal Passive Mount 6063-76 Alum. 90 781 PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 131 78X12PPSMSX #8 x 1/2"Ph. PH SMS @ Door Ast. SS 37 19079 135` Comer Astragal Cap-Ext. Rigid PVC 91 78XI14PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar SS 132 1692/3/4 Screen Spline-.145" ny l 38 19080 135` Comer Astragal Cap-Int. Rigid PVC 92 1 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 1133 1 1816C20 Screen Cloth Fiberglass 39 19078 90" Comer Astragal 6063-T6 Alum. 93 71 OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS ITEMS#14-16, 46-49, 53-59, 73, 74 &87-89, 98&99 ARE NOT USED AND 40 19081 90" Comer Astragal Cap- Ext. Rigid PVC 94 710X2.5PHPT18-8X #10 x 2-1/2" Ph. PH SMS @ Reinf. Plate/Ast. SS ARE NOT PART OF THIS APPROVAL. 41 19082 90" Comer Astragal Cap- Int. Rigid PVC 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 TABLE F: 97 710X34PPX #10 x 314" Ph. PH SMS @ Ext. Pkt. Int. SS �\6kN LYNNI''�,,, Material Min. Fy Min. F„ gg 710X2PPX #10 x 2" Ph. FH SMS @ Keeper SS '� •' tGENS � #12 Steel Screw 92 ksi 120 ksi #12 410 Screw 57 ksi ksi 110 ksi 1/4" DeWalt/Elco Aggre-GatorS 57 VINYL SLIDING GLASS WINDOW NOA(LM) 04/14/16 * No. 58705 96 ksi r C 1/4" Efco UltraCors@ 155 ksi 177 ksi PARTS LIST m J ROSOWSKI 02/01/21 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 1/4"410 SS DeWaltlElco CreteFfex(M 12T4 ksi 189.7 ksi ® a C) NO CHANGES THIS SHEET. 01 O�'. STATE OF lrj� Fi oR�oA. '���� 6063-T5 Aluminum 16 ksi 22 ksi 1070 TECHNOLOGY DR t �� ss 1`1 A36 Steel 36 ksi 58 ksi N. VENICE, FL 34275 rr x �''�70NAV- �vv� Gr. 33 Steel Stud 33 ksi 45 ksi - r►►11 1 1 t r 1 (941}-480-1600 SGD-5570 a A.LYNN MILLER,P.E. REGISTRATION#29296 WINDOW NTS 21 OF 21 4 MD-5570W.0 a C P.E.#58705