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HomeMy WebLinkAboutSGD 5570MIAMI -DADS . 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 7'(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-1210.01 and 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 Jorge M. Plasencia, P.E. / NOA No. 17-0420.06 17 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thin A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Cause, P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210. 01) -- ZJorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 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. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas© (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6t' Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. r" '' Jorge M. Plasencia, P.E. PPoduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E-4 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) REFERENCES (NOA'S)i ELCO ULTRACON, CRETEFLEX & AGGREGATOR 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) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBG, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR 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. 1/4" 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 DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT, 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 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 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A 012, steel SMS(GS) or 410 S.S. SMS (min. 11 threads/in) P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 9116" 1-3/8" P -hook 9/16" 1-318" Aluminum, 6063-T5" (0.125" min. thickness) Head/S111/Jamb 318" 118" P -hook 318" 1B" Steel, A36' (0.060" min. thickness) Head/SiIVJamb 3/8" 0.060" P -hook 3/8" 0.060" Steel Stud, A653 Gr. 33" (0.071" min. thickness) Head/SIII/Jamb 318" 0.071" (14 Ga.) P -hook 3/8" 0.071" (14 Ga.) 1/4" Elco Ultracon P.T. Southern Pine (SG=0.55) Jamb 1" 1.3/8" P -hook 1 1" 1-3/8" 1/4" Elco 410 S.S. CreteFlex P.T. Southern Pine (SG=0.55) Head/Sill/Jamb V. 1-3/8" P -hook 1" 1-3/8" 8 #12, steel wood screw (G5) P.T. Southern Pine (SG=0.55) HeadlSlll/Jamb 9/16" 1-3/6" P -hook 9116" 1.3/8" 1/4" Elco Ultracon Concrete (min. 2.85 ksi) P -hook 1" 1-3/8" Head/SIIVJamb 1-3116" 1.318" Ungrouted CMU, ASTM C-90 Jamb 1" 1-1/4" P -hook 1" 1-1/4" C 1/4" Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C•90) Jamb 1-3/4" 1-1/4" P -hook 1-3/4" 1.1/4" Concrete (min. 3.35 ksi) Head/Sill/Jamb 1-3/16" 1-3/4" P -hook 1" 1-3/4" 114" Elco 18-8 S.S. Aggre-Gator Concrete (min. 2.22 ksi) Head/Sill/Jamb 1-112" 1-318" P -hook 1-1/2" 1-3/8' Ungrouted CMU, (ASTM C-90) Jamb 2" 1-114" P -hook 2" 1-1/4" P.T. Southern Pine (SG=0.55) Head/Sill/Jamb V. 1-318` P -hook 1" 1-3/8' D 1/4" Elco Ultracon Concrete (min. 2.85 ksi) HeadlSlll/Jamb 2.112" 1-3/8" P -hook 2d/2" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb 2-1/2" 1-1/4" P -hook 2-1/2" 1 1/4" 114" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) Head/Sill/Jamb 2-112" 1-3l4" P -hook 2-112" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb 2-1/2" 1-1/4" P -hook 2.112" 1-1/4" IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1,2 & B1, 62 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS. ...... __ ... 3-6 DP/ANCHOR TABLES........ 7-8 EXAMPLE ............................9 Elco Aggre-Gator® GLAZING DETAILS............ 10 ANCHOR LOCATIONS.......11-16 155 ksi PANEL TYPES ................... 17 EXTRUSIONS .....................18 189.7 ksi ACCESSORIES ..................19 16 ksi SCREEN DETAILS.............20 A36 Steel PARTS LIST........................21 58k 1 * 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. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI SIOO-12 •AISC 360-10 COPYRIGHT ®2017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 Material Min. Fy Min, F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 ksi 96 ksi Elco UltraConO 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58k 1 Gr. 33 Steel Stud 33 ksi 45 ksi fl VINYL SLIDING GLASS DOOR NOA (LM) 181 10/05/15 GENERAL NOTESml J ROSOWSKI Ip UPDATED TO FBC 2017, VINYL MFG. >xq 1 04/05/17 NTS I;I IOF21 IA21 MD -5570.0 4z1A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date By / . . _%GEN$F'•.��� i Ido. 58705 ' =� ` t: ®q.•.• NIAI A. LYNN MILLER, P.E. P.E.# 58705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT u HEIGHT PER TABLES 1 & 2 F Iz w IN POCKcT I_J 1 -PANEL I CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 II LL111 MAX. UNIT WIDTH — NOM. PANEL WIDTH _ PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 I 2 -PANEL CONFIGURATIONS a E a i 3 dr MAX. UNIT WIDTH 5 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 3 MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNI I VVIU 11-1 a B e t 3 3 3 3 3 r3B GHT 3 3 I D (3 3 c c 3 3 3 / I� 3 3 3 3 w 3 5 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 3 MAX. UNIT HEIGHT PER TABLES 1 & 2 7 -PANEL CONFIGURATIONS CONFIGURATIONS NOTES: NOM. PAN] PER TAB 13 3 I� MAX 6 Iw HEi I0 PER TAE POCKET -L WIDTH LES 1 & 2 MAX. UNI I VVIU 11-1 a B e t 3 3 3 3 3 r3B GHT 3 3 I 3 3 c c 7 -PANEL CONFIGURATIONS CONFIGURATIONS NOTES: NOM. PAN] PER TAB 13 3 I� MAX 6 Iw HEi I0 PER TAE POCKET -L WIDTH LES 1 & 2 MAX. UNI I VVIU 11-1 a A 3 _ a e 3 / UNIT 3 3 GHT 3 3 3 LES 1 & 2 c 3 -PANEL CONFIGURATIONS 4 -\r- -I V to � W 6 I� I= w POCKET -N— I " V J MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT a HEIGHT PER TABLES 1 & 2 1, — MAX. UNIT WIDTH NOM. PANEL WIDTH n PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 1 — —j I 3 3 3 3 e 3 B 3 e 3 / 3 3 3 � 3 6 -PANEL CONFIGURATIONS B e 8 3 3 3 3 3 � 3 3 3 3 c c w POCKET J 4 -PANEL CONFIGURATIONS a MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1 & 2 3 MAX. UNIT 6 i 6 to HEIGHT / S o / NOTE PER 0 2.THIS nSHEET. la TABLES 1 & 2 ffi z w POCXEf (`" -�� CORNER, TYP. F a OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 JA; 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) 90° & 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. DETAIL LETTER 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. n 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' (—SHEET NUMBER 8 B 8 B R 8 3 3 3 3 3 3 3 c c c 3 3 3 3 3 3 3 "X" = OPERABLE PANEL "O" = INOPERABLE PANEL "p" = POCKET ID COPYRIGHT 02017 PGT INDUSTRIES. ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 8 -PANEL CONFIGURATIONS v— — a DLO WIDTH = NOM. PANEL WIDTH -8-9/16" NOM. PANEL WIDTH = PANEL WIDTH + 1-3/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 EXAMPLE CONFIGURATIONS tem J ROSOWSKI NO CHANGES THIS SHEET. la 104/06/17 NTS 1 2 OF 21 1o?1 MD -5570.0 JP I A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 SONY LYNN41 7$ No, 88705 . 01. S' TONAL A. LYNN MILLER, P.E. P.Eft 58705 DETAIL Al THRU 1X WOOD DETAIL 131 ASTRAGAL DETAIL C1 DETAIL D1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4" MAX. REQUIRED IF DOOR HEIGHT IS OVER 96" 21 9 TYP. ANCHOR TYPE, 91 EMBEDMENT AND EDGE DISTANCE PER 94 MAX za" o.0 22 o EDGE DISTANCE SUBSTRATE, SEE �oSo 71 ID TABLE A, SHEET 1 & DAYLIGHT o NTERIOR NOTE 3, BELOW — '. OPENING 25 — — — 0 8 WIDTH 334f!711-� d p q o o p o p 31 EMBEDMENT /; cJ d d o e b (4) THRU KEEPER @ MAX EDGE EDGE / DISTANCEX 98 a 80 82 3.5" O.C., SEE SHEET 19 o z5 0 2s EXTERIOR DISTANCE SEE NOTE 6, 94 25 O 2s fl V 27 O 28 SEE NOTE THIS SHEET 1/4" MAX. �� 1 1 i.� OR 2X WOOD THIS SHEET ( SEE NOTE 6, BUCKSTRIP, SEE az THIS SHEET ( EMBEDMENT ANCHOR NOTE 3, SHEET 1 SEE NOTE 6, THIS SHEET 29 I— — — — — — —� #8 X 314" SMS REINFORCEMENT SCREW; 7 TYP. ANCHOR TYPE, PLATE AT sa XX HORIZONTAL SECTION (XSHOWN) PER STILE, LOCATED AT CENTERLINE AND 6", 9" & 12" FROM ENDS (FACTORY INSTALLED). EMBEDMENT AND EVERY - � EDGE DISTANCE PER ANCHOR LOCATIONi DETAIL C2 DETAIL D2 INTO MASONRY DETAIL B2 SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAI L A2 INTERLOCK ` \ ACINGG� 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR 9 REQUIRED IF DOOR EMBEDMENT DAYLIGHT 21 HEIGHT IS OVER 96" 114" MAX. { 4 91 NOTE 3, SHEET 1 _ OPENING 22 INTERIOR PRODUCT REVISED WIDTH EDGE DISTANCE I as complying with the Florida Building Code NOA-No. 17-0420.06 o TYP. ANCHOR TYPE, Q SEE NOTE 6, THIS SHEET 7 [ 28 R 27 26 R 2s I Expiration Date 04/14/2021 EMBEDMENT AND ( EDGE DISTANCE PER_d o 93 z3 a 0 TYP. ANCHOR TYPE, EMBEDMENT AND p q By ' Miaml-DaWe product Control SUBSTRATE, SEE o 8 TABLE A, SHEET 1 & 31 q p EDGE DISTANCE NOTE 3, BELOW D PER SUBSTRATE, j� SEE TABLE A, SHEET d Q d EDGE THRU KEEPER 1& NOTE 3, BELOW I EXTERIOR � 98 (4) @MAX DISTANCE 3.5" O.C., SEE SHEET 19 o L�3_ _J �— 1/4" MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION (XO SHOWN)INTERIOR FIXED PANEL CLIP & OR N 77z LYN. NOTES ANCHORS, SEE EXTERIOR DIRECTION. pNY �� A,..•• ��� 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. \ �� .•' CVGENgF •, 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. FOR ALL LOCKSTILES, ASTRAGALS, FIXED z5 zs STILES AND VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 N0.58705 = - #8, IS REQUIRED AT ALL HORIZONTAL RAILS 4) CONTINUOUS ANCHOR PLATE, ITEM INSTALLATION, HORIZONTAL X -SECT. m J ROSOWSKI FRAME ANCHOR LOCATIONS. ® �� '• STATE OF 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6 SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FQR COPVRIGHT�2017 PGTINDUSTRIES, INC, O ALL RIGHTS RESERVED INTERLOCKS 27 28 K NO CHANGES THIS SHEET. rco 04/05/17 d i�s '' '� /O AL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY1070 TECHNOLOGY DR m rc m rco 1!1111\ THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 HD O 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD (941)-480-1600 a R y SGD-5570 II NTS y 3 OF 21 o z MD -5570.0 a z° A A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 El DE [DETIL E TYP. ANCHOR TYPE, PER EMBEDMENT DE iooD 2 --o - DETAIL DADE APPROVED MULLION, FBC MASONRY 1X BUCKSTRIP AND EDGE DISTANCE INTo MAA v SUBSTRATE, SEE TABLE A, SHEET AE4 COMPLIANT ALUMINUM/STEEL 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU PER ANCHOR EDGE _ NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT DISTANCE a. EDGE SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 REQUIREMENT EDGE 1 & NOTE 3, THIS SHEET DISTANCE DISTANCE EMBED- ; EDGE DISTANCE ° MENT � )EMBEDMENT EMBEDMENT EMBEDMENT o o 1/4" MAX. a 1/4" MAX. 1/4" MAX. 8 1/4" MAX. 8 1/4" MAX. 1X OR 2X WOOD Q a / BUCKSTRIP, SEE 66 s TYP. ANCHOR TYPE, EMBEDMENT AND ANCHOR NOTE 3, TYP. ANCHOR TYPE, EMBEDMENT AND s3 1 a EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE OSHEET 7 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET a � 33 � NOTES FOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. Q 2) REFER TO ANCHOR NOTES, SHEET 1. OTRAGALS, L FIXED STILES 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, AND #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" _ HORIZONTAL SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT DLO HEIGHT = DOOR HEIGHT - 11-1/16" ANCHOR PLATE AT RAILS CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT - 2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT 25 PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHTLENGTH OF THE EXTRUSION. REFER TO TEST REPORTS SILL RISER FOR PRODUCT REVISED HEIGHT HEIGHT NOTE 6, EXACT DIMENSIONS, THIS SHEET VARIES WITH as complying with the Florida Building Code REQUIRED EXTERIOR POSITIVE NDA-No. 17-0420.06 Expiration Date 04/14/2021 390 ODESIGN 2s PRESSURE, 82 By .,. Miami-Da Product Control _ �nf SEE SHEETS .390 ►-I t� O 61 OR 62 EXTERIOR a 11 -_ 7 & 8 .390 �i fes- - 25 OR zs 000 } r—.390 2.947 1/4" MAX. L2.370 a3 42 #42 SHOWN 1.793 3.464 l #43-45 ALSO APPLY 2.$$7 4.041 GROUT AS NEEDED, SEE .823 :I �I a �, 1.917 NOTE a sD (' Q 060 - 060 J ANCHOR n 2 2 �7 _ 2-1/2" =TOTAL �a .060 5, SHEET 1 s (f U q .060 9 a o 1/4" MAX. Q SILL HEIGHT SILL RISER SILL RISER SILL RISER 42 43 44 O(2-1/2" O(3-1/2" O(4-1/16" SILL RISER 45 LYN O(4-5/8" TOTAL TOTAL TOTAL TOTAL ptJY ��.•' SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) KENS SILL HEIGHT) ,. F'•. �� EMBED- EMBEDMENT EDGE No. 58705 DISTANCE l e VINYL SLIDING GLASS DOOR NOA (LM) ti 10/05/15 = ? MENT a ° • - EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE INSTALLATION, VERTICAL X-SECT. ° �- m �m J ROSOWSKI = p ° O� STATE DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® . OF (L� �s ''•F�,ORIDP,.•'��� \ EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COPYRIGHT@2017 PGTiNn WRIER, INC. z NO CHANGES THIS SHEET. 04/05/17 CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED / S/ tJ -PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DR rc�NALIE REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 INTO MASONRY INTO WOOD (941)-480-1600 m °' m 3 THIS SHEET NTS 40F21 m d A. LYNN MILLER, P.E. MD-5570.0 A THIS SHEET CERT. OFAUTH.tt29296 �SGD-55708 °z y az P.E.#58765 2 4 71 4 71 19 0 - INTERIOR 35 INTERIOR 4 25 OR 26 (4) THRU KEEPER 2 25 OR 26 37 96 MAX 18.5" O.C. INTERIOR 33 69 98 @ MAX 3.5" O.C., SEE SHEET 19 09 p 36 OQ o o I EXTERIOROUTSIDE INTERIOR DETAIL H2 90* 98g(4) THRU KEEPER @ MAX 3.5" O.C., SEE SHEET 19 o CORNER �❑ I 40 d o O 0 d 33 90° 4 Q INTERIOR 00 � Q❑ 39 25 OR 26 �jT 1 94 MAX 18.5" O.C. a �'OR25 OR 26 ❑� EXTERIOR EXTERIOR v 135° O D a1 90° 33 39 q o IIILLL���III _ DETAIL G1 135° INSIDE CORNER O,Q OO DETAIL H1 90° INSIDE CORNER MAX 18.51, O.C. g4 0d 40 ❑a c EXTERIOR INTERIOR 41 KEEPER 0 EXTERIOR E> (4)THRU fi9 98 @MAX 3.5" O.C., V v r SEE SHEET 19 19 OO z O O daQ��O PRODUCT REVISED as complying with the Florida LLmm��J1 Building Code NOA-No. 17-0420.06 S% O 135 ° Q Expiration Date 04/14/2021 v INTERIOR By -'� '—'--- Miami -D a Product Control 2 DUN NOTES q o 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. DOE. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR 25 OR 26 QUANTITIES, SEE TABLES 1 & 2. 33 38 �, 0 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. pNY.LYNN 35 �` �'� �ICENSF�(( MAX 18.5" O.C. 96 19 ss z VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 O 7 No. 58705 ~ (4) THRU KEEPER @ MAX 98 3.5" O.C., SEE SHEET 19 EXTERIOR " sE a, CORNER ASTRAGAL HORIZ. X -SECT. �� J ROSOWSKI -0_ _ _ s = �J 1 �qss DETAIL G2 ® - ° ®� '. STATE 135" IT OUTSIDE CORNER COPYRIGHT RIGHTSST INDUSTRIES, INC. ¢ ERVED NO CHANGES THIS SHEET. zg 04/05/17FO. G 'r7jQNAj 1070 TECHNOLOGY DR > �o fill k�\�\\\` N. VENICE, FL 34275 (941)-480-1600 G SGD-5570 y NTS 5 OF 21 3 z° MD -5570.0 � z A � A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 .q OPTIONAL NOW STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. 4 INTERIOR SEE FIG 1, THIS SHEET EMBED ° MEfV 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 EXTER lu DETAIL Pl INTO MASONRY EDGE DISTANCE INTERIOR POCKET EXTERIOR POCKET DETAIL 12 IMO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE, AND EDGE DISTANCE PER i SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW T EMBEDMENT b EXTERIOR `OPT. 1/4" MAX. ANCHOR CONCRETE/CMU SEE FIG THIS SHEET PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW \ICHOR 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 114" MAX. SEE FIG THIS SHE[ 370 TECHNOLOGY D N. VENICE, FL 34275 (941)-480-1600 EXTERIOR POCKET EDGE DISTANCE EXTERIOR v EXTERIOR POCKET CONCRETE/CM U PER ANCHOR REQUIREMENT OPT. ANCHOR r iounc 1, nV I LMLUUNo n i rwNc, o. FOR DOOR HEIGHTS 96" AND LESS: FOR DOOR HEIGHTS OVER 96" o s7 21.9" MAX. O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 OPT. ANCHOR DETAIL 14 NTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) n 10/05/15 P -HOOK EXAMPLES, HORIZ. X -SECT. a m J ROSOWSKI INO. z NO CHANGES THIS SHEET. 04(05/17 > v � zo SGD-5570 6 NTS 6 OF 21 o z MD -5570.0 a z° A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 oO LYNN `'.% �IGENSF'•.11� w No. 58705 U : it �O srAl OF A� A. LYNN MILLER, P.E. P.E.# 58705 ABLE 1: Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" Design Pressure (DP) and Anchor Quantities Required, 4-1/16" +60,0 psf 45 4-5/8" +60.0 psf (for all approved configurations on Sheet 2) Jse this table for: Door Unit Height Glass Types 1, 1A, 3 or 3A 80" 84" 96" Astragal Reinforcement #29 68-15/16" DLO Height 72-15116" DLO Height 84-15/16" DLO Height Lockstile Reinforcement #25 or #26 Anchor Group Anchor Group Anchor Group Std. Interlock Reinforcement #27 A B I C D A I =C I D A I B I C D Design Pressure +601 -60 psf +60 / -60 psf +60 / -60 psf --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 2T4 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 1 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 251/6 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 30" DLO Width Jamb 5 5 5 5 5 5 5 S 5 5 5 5 r o P -hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60 / -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 a 36" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 = P -hook 7 7 7 7 7 7 7 7 8 8 8 8 ZDesign Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 37-1(6 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width P -hook 7 7 7 7 7 7 7 7 1 8 1 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 43-1/8" Head/Sill C3+2 C3+1P11TI C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 46" DLO Jamb 5 5 r7j 5 5 5 5 5 5 6 5 Width P -hook 7 77 7 7 1 7 8 1 8 $ 1 8 IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 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 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,. Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +6D.0 psf 44 4-1/16" +60,0 psf 45 4-5/8" +60.0 psf J70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 FIG 1: OH LENGTH = DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG(OH)LENGTHIS s EQUAL TO OR GREATER THAN z O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT -11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM)ISI 10/05!1'. DP & ANCHOR QUANTITY TABLE IN ; J ROSOWSKI NO CHANGES THIS SHEET. rc 1 04/05/17 m= !Y 3GD-5570 8 NTS 111 7 OF 21 z MD -5570.0 z A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 \ � % % I n let//!/ \0'0t' GENS/ of •\fie,,. f..� No. 58705 ST TE /®NA110//III 100 E� A. LYNN MILLER, P.E. P.E.# 58705 . +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 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 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 COPYRIGHT (D2017 PGT INDUSTRIES, )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 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 B2, 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. FIG 1: = DOOR ASSEMBLIES O INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-112" +60.0 psf 44 4-1/16" +80.0 psf 45 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 2 or 4 80" 84" 96" 108" 120" Astragal Reinforcement #29 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height 96-15116" DLO Height 108-15/16" DLO Height Lockstile Reinforcement #25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A 8 C D A B C D A B C D A B I C D A I B I C D Design Pressure +100/-100 psf +100/-100 psf +100/ -100 psf +60 / -65 psf +60 / -65 psf 19-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 I C3+1 C5+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 T24' DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 P -hook 7 7 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100psf +100/-100 psf +100/-100psf +60/-65psf +60/-65psf 25118" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 5+1 C3+1 C3+1 C3+1 30" DLO WidthP-hook Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 !16 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 0 10 10 10 Design Pressure +100 / -100 psf +100 / -100 psf +100 / -100 psf +60 / -65 psf +60 / -65 psf 31-1/8" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 03+1 C5+1 03+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Width Jamb 5 1 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 r � P -hook 7 1 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 1 10 Design Pressure +100/-100 psf +100/-100 psf +100/-100psf +60/-65psf +60/-65psf c 37-1/8 Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 am 42" DLO Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 G P -hook 7 7 1 7 7 7 7 7 7 B 8 6 1 8 9 9 9 9 10 10 1 10 1 10 ZDesign Pressure +100 / -100 psf +100 / -100 psf +92 / -92 psf " +601 -65 psf +60 / -65 psf 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 P -hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +60 / -60 psf +80 / -80 psf +80 / -80 psf +60 / 65 psf +54.1 / -58.7 psf 49-118" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 1 10 Design Pressure +80 / -80 psf +801 -80 psf +80 / -80 psf +59.1 / -64 psf +49.6 / -53.7 psf 55-1/8" Head/Sill C5+3 03+2 1 C5+3 I C3+2 C5+3 I C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 I C5+2 C5+2 C5+2 C5+2 C5+2 I C5+2 C5+2 60" DLO Width -Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 P -hook 7 7 7 1 7 1 7 1 7 7 7 8 8 8 8 9 9 9 9 10 1 10 1 10 10 . +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 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 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 COPYRIGHT (D2017 PGT INDUSTRIES, )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 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 B2, 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. FIG 1: = DOOR ASSEMBLIES O INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-112" +60.0 psf 44 4-1/16" +80.0 psf 45 4518" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT -11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE NO CHANGES THIS SHEET. JAI 10/05/1 J ROSOWSKI J 04!05/17 NTS III 8 OF 21 lig) MD -5570.0 1��I A PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0420.06 Expiration Date 04/14/2021 By OG d No. 58705 ` =•��� •.• STATE di, -!(7411 / ' 7r70IVA11000 A. LYNN MILLER, P.E. P.EP 58705 EXAMPLE: 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 U OPT.ANCHC TO AID ALIGNME1 P -HOOK ANCHORAGE DETAILS POCKETBY OTHERS,SEE NOTE 6, SHEET6 FRAME JAMB REQUIRED @ INTERIOR POCKETS POCKETBY OTHERS;SEE NOTE 6, SHEET6 21.6" MAX. O.C. 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 FORA BILL OF MATERIALS. HEAD SPLICE - 6.1 MAX. 4 INTERIOR CENTERLINE OF PANEL 1 "+2" ANCHORAGE, SHEET 12 ,.C3" CLUSTER, SHEET 12 SEE POCKET INSTALLATION ON SHEET 6 4 SILL SPLICE INTERIOR 6" CENTERLINE MAX. OF PANEL t "+2"� 'J'ANCHORAGE, SHEET 11 ,.C3"CLU9 TER, SHEET 11 FRAME JAMB SEE POCKETJAMB REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/5111 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P -hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. 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 INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 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: HEAD & SILL: SHEET 4 JAMB:SHEET 3 P -HOOK: SHEET 6 CENTERLINE OF INTERLOCK "+2" ANCHORAGE, SHEET 12 "C3" SHEET HEAD ANCHORAGE DETAILS PXXX (3 -TRACK) _ CENTERLINE OFINTERLOCK {.� CENTERLINE OF PANEL 2 o 0 0 � "+2" ANCHORAGE, SHEET 11 "C3"CLUSTER, SHEET11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: END ANCHORAGE EXTERIOR (MIN. 1 ANCHOR) II�CENTERLINESEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE OF PANEL 3 DISTANCE TO NEXT CLUSTER TO BE 25-3/8" O.C. OR LESS MAX. "+2"ANCHORA( SHEET END ANCHORAGE (MIN. 1 ANCHOR) CENTERLINE OF ENO 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 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: SPLICE NOTE: EXTERIOR NON-STRUCTURAL ANCHORS MAY c BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A STRAIGHT DOOR EXAMPLE SPLICE OCCURS WITHIN A POCKET. POCKETBY OTHERS;SEE NOTE 6, SHEET6 21.6" MAX. O.C. 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 FORA BILL OF MATERIALS. HEAD SPLICE - 6.1 MAX. 4 INTERIOR CENTERLINE OF PANEL 1 "+2" ANCHORAGE, SHEET 12 ,.C3" CLUSTER, SHEET 12 SEE POCKET INSTALLATION ON SHEET 6 4 SILL SPLICE INTERIOR 6" CENTERLINE MAX. OF PANEL t "+2"� 'J'ANCHORAGE, SHEET 11 ,.C3"CLU9 TER, SHEET 11 FRAME JAMB SEE POCKETJAMB REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/5111 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P -hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. 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 INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 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: HEAD & SILL: SHEET 4 JAMB:SHEET 3 P -HOOK: SHEET 6 CENTERLINE OF INTERLOCK "+2" ANCHORAGE, SHEET 12 "C3" SHEET HEAD ANCHORAGE DETAILS PXXX (3 -TRACK) _ CENTERLINE OFINTERLOCK {.� CENTERLINE OF PANEL 2 o 0 0 � "+2" ANCHORAGE, SHEET 11 "C3"CLUSTER, SHEET11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: END ANCHORAGE EXTERIOR (MIN. 1 ANCHOR) II�CENTERLINESEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE OF PANEL 3 DISTANCE TO NEXT CLUSTER TO BE 25-3/8" O.C. OR LESS MAX. "+2"ANCHORA( SHEET END ANCHORAGE (MIN. 1 ANCHOR) CENTERLINE OF ENO 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 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: 6" MAX. EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By,= 1`1IIII rill// / ONY LYNN '. �� 'L�'•'•1,ICENg •' X� No.58705 = 10% UZ OF S.FLORMP'' •\'� /NAI A. LYNN MILLER, P.E. P.E.# 58705 VINYL SLIDING GLASS DOOR NOA (LM) c 1D/05/15 STRAIGHT DOOR EXAMPLE o m� J ROSOWSKI C NO CHANGES THIS SHEET. aQ 04/05/17 COPYRIGHT02017 PGTINDUSTRIES,INC. ALL RIGHTS RESERVED rco 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 - CERT. OF AUTH. #29296 SGD-5570 y ITS 9 OF 21 Qz° MD -5570.0 „= A 6" MAX. EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By,= 1`1IIII rill// / ONY LYNN '. �� 'L�'•'•1,ICENg •' X� No.58705 = 10% UZ OF S.FLORMP'' •\'� /NAI A. LYNN MILLER, P.E. P.E.# 58705 1-1/16" NOM. 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS 3/16" ANN. GLASS— 75 76 .090" PVB .090" PVB .090" SG 7/16" AIR SPACE --- 77 78 3/16" ANN GLASS PAINTED/ 3716" HS GLASS PAINTED/ 3/16" HS GLASS PAINTED/ 3/16" T GLASS PAINTED/ LAMINATED LAMINATED 80 OR at SURFACE 80 OR at SURFACE s0 OR at LAMINATED S O SSURFACE az oR as LAMINATED SURFACE G1 EXTERIOR I— — a EXTERIOR I— — — a EXTERIOR ( — — — �` EXTERIOR � PRODUCT IS "EXTERIOR- I \ GLAZED" IF #80-81 IS 7/8" NOM. O PRODUCT IS "EXTERIOR- I \ I GLAZED" IF #80-81 IS 7/8" NOM. D PRODUCT IS "EXTERIOR- ( \ GLAZED" IF #80-81 IS 7/8" NOM. I PRODUCT IS "EXTERIOR- GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. I \ 7/8" NOM. I TOWARDS THE EXTERIOR, I GLASS TOWARDS THE EXTERIOR. ( GLASS TOWARDS THE EXTERIOR. GLASS GLASS BITE I BITE I I BITE BITE INTERIOR a INTERIOR - a INTERIOR ! I a INTERIOR PRODUCT IS "INTERIOR- I PRODUCT IS "INTERIOR- PRODUCT IS "INTERIOR- I PRODUCT IS "INTERIOR - GLAZED" IF #80-81 IS 79 GLAZED" IF #80-81 IS I 19 GLAZED" IF #80-81 IS 79 GLAZED" IF #82-83 IS 79 TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I SEE NOTE 2, 85 SEE NOTE 2, 85 SEE NOTE 2, 85 SEE NOTE 2, 86 THIS SHEET GLASS TYPE 1 THIS SHEET GLASS TYPE 1A THIS SHEET - GLASS TYPE 2 THIS SHEET GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED = TEMPERED SILICONE STRUCTURAL SILICONE HOT -MELT BUTYL"T" 1-1/16" NOM. 3/16" HS GLASS 1-1/16" NOM. 3/96" HS GLASS "PVB" =.090" TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. STRUCTURAL FOAM 3116" NOM. "SG" =.090" SENTRYGLAS® INTERLAYER POLYISOBUTYLENE - 1/4" NOM. WITH WITH DESICCANT .090" PVB 3116" HS GLASS .099" SG 75 7s 3/16" H5 GLASS 75 7s BY KURARAY AMERICA, INC. DESICCANT EXT. GLASS EXT. GLASS 7116"AIR SPACE — 77 78 7/16"AIRSPACE 77 78 PRODUCT REVISED 3/16" T_ GLASS 3/16" T GLASS as complying with the Florida PAINTED/ PAINTED/ Building Code az OR 63 LAMINATED OR 83 O 82 SURFACE LAMINATED SURFACE NOA-No. 17-0420.06 Expiration Date 04/14/2021 INT. GLASS INT. GLASS <�3 EXTERIOR / <�] EXTERIOR \ \ By PRODUCT IS "EXTERIOR- I PRODUCT IS "EXTERIOR- - ""- -' Miami- ad Foduct Control KODISPACE SUPER GLAZED" IF#82-831S I 7/81j NOM. GLAZED" IF#82-831S D I I O 716" NOR 75 76 TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS I 4SG TPS SPACER® NXTT" I I BITE I BITE c] INTERIOR - i a INTERIOR I \ ALUMINUM PRODUCT IS "INTERIOR- I I PRODUCT IS "INTERIOR - I REINFORCEMENT POLYISO- DESICCANT FILL AREA GLAZED" IF #82-83 IS I 79 GLAZED"IF#82-8315 79 BUTYLENE TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I 5/16" NOM. 5/16"NOM— SEAL as 86 BUTYL & SILICONE SEAL SEE NOTE 2, SEE NOTE 2, DESICCANT ROLL -FORMED THIS SHEET THIS SHEET GLASS TYPE 3A GLASS TYPE 4 t`t FOAM STAINLESS STEEL Ly��� 777% EXT. GLASS NOTES: \ �``� EXT. GLASS 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA (LM) 2 10/05/15 tvo. 58706 NT. GLASS NT. GLASS 2) PRODUCT MAY BE EITHER m GLAZING DETAILS 19 �m J ROSOWSKI = p `� `' INTERIOR OR EXTERIOR GLAZED, Cyd TDF !V` DURASEAL® XL EDGETM PROVIDED THAT THE "HS" SURFACE COPYRIGHT ©2017 PGT INDUSTRIES, INC. K NO CHANGES THIS SHEET. ALL RIGHTS RESERVED70 �a 04105/17 ��.t�`•., <ORtO?. •� \�� 77 7a SPACER SPACER OF A LAMINATED GLAZING UNIT IS 10 7777 ADHERED TO THE GLAZING LEG. ° �0 N. VENICE,OGY FLO 427DSR /itI�t\\X m (941)-480-1600 SGD-5570 8 NTS t=100F21 z° MD -5570.0 ' z A A. LYNN MILLER, P.E. CERT. OF AUTH. 1129298 w m y C P.E.# 58705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR ID 2 -TRACK CLUSTER"C3" ANCHOR LOCATIONS ASTRAGALOR INTERLOCK��II CHNTERO FN 4 0 0 EXTERIOR 3.22" 3 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 0 0 0 ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4" ILE 11 0 0 0 IM —o p o �ic BE EXTERIOR 3.22" EXTERIOR 3.22" � v 4 -TRACK CLUSTER v 4 -TRACK CLUSTER "C3" ANCHOR LOCATIONS "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: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Head/Sill I C3 1 Jamb I 5 P -hook 1 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: CENTERLINE ID 2 -TRACK INTERMEDIATE '+1"ANCHOR LOCATION EXTERIOM ID 3 -TRACK INTERMEDIATE "+1"ANCHOR LOCATION j sve COPYRIGHT©2017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 4 -TRACK INTERMEDIATE "+1"ANCHOR LOCATION CENTERLINE CENTERLINE 4" 4" - O 0 EXTERIOR EXTERIOR 2 -TRACK INTERMEDIATE v 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS PANEL PANEL CENTERLINE 4° CENTERLINE 4" 0 0 0 0 EXTERIOR 3.22" EXTERIOR —i"+ 3.22" 3 -TRACK INTERMEDIATE 'ZU7 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS EXTERILi. PANEL FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: Head/SiII C +1 Jamb 5 P -hook 7 VINYL SLIDING GLASS DOOR NOA (LM) 4 -TRACK INTERMEDIATE U +"3" ANCHACK INTERMEDIATE OR LOCATIONS 1+2" 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: PRODUCT REVISED ulli as complying with the Florida \\N N`l LYNN Building Code • •. �}J �i NOA-No. 17-0420.06 _��' ' LiGENgF'•% Expiration Date 04/14/2021 10/05/15 8 ANCHOR LOCATIONS A o m J ROSOWSKI NO CHANGES THIS SHEET: a$ 04/05/17 > m � ao NTS ISI 11 OF 21 1 MD -5570.0 jX9zIA _ No. 58705 li; 0'SATE OF (v` ''•jOCORIOP.•'• N '///'SONAL IrGN A. LYNN MILLER, P.E. P.E.# 58705 2 -TRACK CLUSTER"C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE 0 0 0 EXTERIOR 3.22" 3 -TRACK CLUSTER "135" ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4" ILE 11 0 0 0 IM —o p o �ic BE EXTERIOR 3.22" EXTERIOR 3.22" � v 4 -TRACK CLUSTER v 4 -TRACK CLUSTER "C3" ANCHOR LOCATIONS "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: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Head/Sill I C3 1 Jamb I 5 P -hook 1 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: CENTERLINE ID 2 -TRACK INTERMEDIATE '+1"ANCHOR LOCATION EXTERIOM ID 3 -TRACK INTERMEDIATE "+1"ANCHOR LOCATION j sve COPYRIGHT©2017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 4 -TRACK INTERMEDIATE "+1"ANCHOR LOCATION CENTERLINE CENTERLINE 4" 4" - O 0 EXTERIOR EXTERIOR 2 -TRACK INTERMEDIATE v 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS PANEL PANEL CENTERLINE 4° CENTERLINE 4" 0 0 0 0 EXTERIOR 3.22" EXTERIOR —i"+ 3.22" 3 -TRACK INTERMEDIATE 'ZU7 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS EXTERILi. PANEL FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: Head/SiII C +1 Jamb 5 P -hook 7 VINYL SLIDING GLASS DOOR NOA (LM) 4 -TRACK INTERMEDIATE U +"3" ANCHACK INTERMEDIATE OR LOCATIONS 1+2" 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: PRODUCT REVISED ulli as complying with the Florida \\N N`l LYNN Building Code • •. �}J �i NOA-No. 17-0420.06 _��' ' LiGENgF'•% Expiration Date 04/14/2021 10/05/15 8 ANCHOR LOCATIONS A o m J ROSOWSKI NO CHANGES THIS SHEET: a$ 04/05/17 > m � ao NTS ISI 11 OF 21 1 MD -5570.0 jX9zIA _ No. 58705 li; 0'SATE OF (v` ''•jOCORIOP.•'• N '///'SONAL IrGN A. LYNN MILLER, P.E. P.E.# 58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE kl- EXTERIOR 3.22" E2 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ ASTRAGAL OR INTERLOCK' NTERLOCK 4" CENTERLINE TERIOR D 2 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 3.22" EXT_E�RIOR ID 3 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ 3 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK� CENTERLINE EXT21E�RyIO=—�3.22- EXT�(E�IR7IOR IG RI CLUSTER "CS"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: HeadlSill C3 1 Jamb 5 P -hook I 7 S 3.22" GY 3.22" 4 -TRACK CLUSTER "C5"ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LA EXTERIOR lul 2 -TRACK INTERMEDIATE ANCHOR LOCATION 3 -TRACK INTERMEDIATE "41 "ANCHOR LOCATION CENTERLINE iERIOR 4 -TRACK INTERMEDIATE +1"ANCHOR LOCATION J Ife COPYRIGHT©2017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 PANEL CENTERLINE 4° EXTERIOR 3.22" v 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL I EXTERIC,. 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PAI.IFI THE FOLLOWING HEAD ICHOR LOCATIONS: Head/Sill C +1 Jamb 5 P -hook 7 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS B NO CHANGES THIS SHEET. SGD-5570 NTS $ 12 OF 21 CENTERLINE—4 rERIOR 1---4— 3.22" 2 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" \ EXTERIOR 3 -TRACK INTERMEDIATE 15 "+3" ANCHOR LOCATIONS rm" " CENTERLINE 4 EXTERIOR .I 1--- 3.22" 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: PRODUCT REVISED as complying with the Florida ONV LYNIV Building Code NOA-No. 17-0420.06 �C\.• F ''.,��� Expiration Date 04/14/2021 _ No. 58705 10/05/1E J ROSOWSKI )0 04/05/17 H1 MD -5570.0 0 C A Rif All ST TE OF ' 10NAL IEN ` A. LYNN MILLER, P.E. P.E.# 58705 P -HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: ►1 2.375" 4.75"r 7.125" 6" MAX. Head/Sill C3+1 21.6" 21.6" 21.6" Jamb 5P MAX. MAX. MAX. -hook 7 Q.G. EXTERIOR Q.C. EXTERIOR O.C. EXTERIOR > OPT. ANCHOR TO AID IN NOTES: ALIGNMENT 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 -TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6" 6" 6" (SIMILAR TO THE 2 -TRACK JAMB) AS MAX MAX MAX. REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD 2 -TRACK FRAME 3 -TRACK FRAME 4 -TRACK FRAME NUMBER OF ANCHORS, THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS 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" APER END @ 1" X .500" PER END @ 1" X .500" I SILL \ SILL SILL EXTERIOR C� EXTERIOR EXTERIOR 6" MAX. (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X (6) TRACK WEEP HOLES \ OPT. ANCHOR .190'; (1) WEEP NOTCH EVERY EVERY 24" @ 1.126'X.1 90" ; — (10) TRACK WEEP HOLES S EVERY 24" @ X .190'; TO AID IN 24" @ 1.375" X.500" (1) WEEP NOTCH EVERY OTC (1) WEEP NOTCH EVERY ALIGNMENT 24" @ 1.375"X.500" 24" @ 1,375"X.500" NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P -HOOK, as complying with the Florida \N\ ONY LYN V ", Building Code �\ • •. 4 j FIGURES PERTAIN TO THE FOLLOWING POCKE7JAMB • NOA-No. 17-0420.06 (P-HOOK)ANCHORLOCATIONS; Expiration Date 04/14/2021 No.58705 / VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 By Miami -Da Product Control - i < a gg J =,0�'. 0 vANCHOR 0 LOCATIONS C o� ROSOWSKI STATE OF !V` K NO CHANGES THIS SHEET. 04/05/17 ���'rS,�ONALIE�G��` RIES,INC. COPYRIGHT �m Head/SIII C3+1 RIGHTSRESERVED 1070 TECHNOLOGY DR lamb 5 a N. VENICE, FL 34275 P -hook 7 '�m > A. LYNN MILLER, P.E. 480-1600 m�SGD5570 NTS 13 OF 21 �z' MD -5570.D mz A K CERT. OF AUTH.#29296 w y P.E.#56705 ERT.O TO HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 90° CORNER CLUSTER ANCHORS LAYOUT. FIGURES CO NER SI FOLLOWING WING 90° CORNER SILL ANCHOR LOCATIONS: EN 2 -TRACK 90° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR 5 (USE WHERE "C3" IS SPECIFIED) 4 -TRACK 90" CORNER EXTERIOR "C4"ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90° CORNER HEAD ANCHOR LOCATIONS: (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) lust VVHLKt -�°- w srcu'ricu/ 2 -TRACK 90" CORNER EXTERIOR "C4° ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" 3 -TRACK 90" CORNER EXTERIOR "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR 4 -TRACK 90" CORNER "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. Head/Sill(C3 1 Jamb 6 3) TRACK -TO -1 P -hook 7 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: 4 2 -TRACK 90° CORNER EXTERIOR "C6" ANCHOR LOCATIONS n (USE WHERE "C5" IS SPECIFIED) v &TRACK 90° CORNER EXTERIOR "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 1-0 Head/Sill C3 1 Jamb 1 5 P -hook 1 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By SONY LYN 1/� ' 4" UCENSF'•.�C�� ° NO. 58705 0 ° o :0; STATE 6F : •\��/� 44-TRAGK90"C RNER EXTERIOR ��'S,��NA11 ENG��` <'-C6" ANCHOR LOCATIONS 13 - (USE WHERE "C5" IS SPECIFIED) A. LYNN MILLER, P.E. P.E.# 56705 JUT COPYRIGHT02017 PGTINDUSTRIES, )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS D NO CHANGES THIS SHEET. 0 10/05/1: J ROSOWSKI j"$ 04/05/17 NTS 111 140F21 lnk°l MD -5570.0 IAzjA --- ERTAIN HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT. FOLLOWING P35 -CO N THE FOLLOWING 135° CORNER SILL ANCHOR LOCATIONS: 2 -TRACK 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" >/ I X EXTERIOR FI 3 -TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4 -TRACK 135" CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES 135° CORNER 2 -TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3 -TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 0 4 -TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) Ono 4" 0 Head/Sill G3 1 Jamb 5 4" EXTERIOR 4„ - -W/ 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) 4 0 4" EXTEnRRIOR 3.22" V 3 -TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4 " E0 0 EXTERIOR V 4 -TRACK 135° CORNER "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. Head/Sill C3 1 Jamb 5 3) TRACK -TO -TRACK P -hook 7 DISTANCE IS 2.375" L2.375W2376' FOR ALL HEADS AND SILLS: 3.22" &TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" 0 4" EXTERIOR 3.22" 4 -TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) ]UT )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 4" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date By !< oli�Y LY/V/V z No. 58705 i/"4i1E 0 7 .n S TE Ok BONA L EN \\\\ A. LYNN MILLER, P.E. P.E.# 58705 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS E NO CHANGES THIS SHEET. NTS Irl 15 OF 21 10/05/1 o� J ROSOWSKI ao 04/05/17 m� a� MD -5570.0 IT A ES PERTAIN TO THE FOLLOWING HEAD SPLICE ANCHORS LAYOUT @INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @- INTERLOCK OR ASTRAGAL: I FI SPICED SILL ANCHOR LOCATIONS. F EXTERI< 2 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) SPLICE (USE WHERE "C3" IS SPECIFIED) 4 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: [- -I�i_1 I Head/Sill C3 1 Jamb 5 P -hook 7 iERIOR —a{ 1®— 3.22" 15 2 -TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) EXTERIC. . Ev 3 -TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4 -TRACK SPLICE "06" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) EXTERIC., 2 -TRACK SPLICE "104" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) LOCATION4" a o 0 0 EXTERIOR — 3.22" 3 -TRACK SPLICE lu 1-C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) LOCATION 0 0 e o TERIOR 3.22" �L 4-TRACKSPLIOE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 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 DISTANCE IS 2.375" 2.375"2.375" FOR ALL HEADS AND SILLS: 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 2 -TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) IUSt N/HLKt "Ub" Ib JPt IMtU) 4 -TRACK SPLICE 'C6'ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) In or COPYRIGHT 02017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 Head/Sill C3 r1 Jamb 5 P -hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 ONY I-Yivy� � 7 _ No.58705�� Off'., S7kTE'OF •��� i Ch`s •'. R<ORI111tDP,, •'• ��\� E�G��� A. LYNN MILLER, P.E. P.E.# 58705 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F NO CHANGES THIS SHEET. 0 10/05/v J ROSOWSKI J489 NTS J1 16 OF 21 Jbg) MD -5570.0 1�1A LEFT RIGHT PANELPANEL PANEL'S RIGHT STILE TYPE INTERLOCK STILE np ~L PANEL STILE �1 DOUBLE LOCKSTILE �p.� INTERLOCK LOCKSTILE - ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE 90° ASTRAGAL INSIDE 90° ASTRAGAL OUTSIDE 135° ASTRAGAL INSIDE 135° ASTRAGAL INTERLOCK OUT INTERLOCK IN STILE W/ HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER SINGLE INTERIOROR INTERLOCK INTERLOCK EXTERIOR GLAZED SINGLE INTERLOCK 9 z L L T TV TW OUT (eoxoor) Box IN) SINGLE INTERLOCK Lij IN BOX OU7) (BOXIN) FIXED KR R F FV FW STILE BOXooun (BOX)ON) W J LOCKSTILE W/HANDLE 6J (eaxou7) 6! (BOXIN) CO ASTRAGALL OUT j � LL BOX (aoxoup (BOX OUT) eopxo/N) ASTRAGAL IN A I 9.d p p ice/ Lij t^(BOX 80X IN (BOX IN) (BOXINj ASTRAGAL !V W z RECEIVER IN. 901 ASTRAGALi AS F RECEIVER � OUT. 135' ASTRAGAL � AT BV/ p Ib0 / ➢E!/ft VF F RECEIVER I ASTTRAGRAG AL WT WS F W RECEIVER LEFT RIGHT PANELPANEL INTERLOCK STILE STILE PANEL TYPE "F' SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR 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. )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 SCREEN PANEL TYPES DOUBLE INTERLOCK ASTRAGAL �1 DOUBLE LOCKSTILE �p.� INTERLOCK LOCKSTILE - ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE INTERLOCK LOCKSTILE V ASTRAGAL LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) PANEL TYPES NO CHANGES THIS SHEET. 12,2110/05/15 J ROSOWSKI �a 04/05/17 NTS 1101 17 OF 21 R: C MD-5570.0SWM A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 By - \`111 a ujjjj7 ONY LYN/y �/, 4\GENSF'•. No. 58705 ' 0�'. STATE OF 1(�: ORIOP. N ' ///S/70NAL E��`\ )/111111110 A. LYNN MILLER, P.E. P.EJF 58706 5.875 = 10.635 -� tN- o � �12 O O Q .100 .540 .550 0 9 ! 500 Q 1.681 ��+-- .062 .291 .061 1.928 �- y 762 .100 1H Ub�[� ��]��no ] �I G. F t ME SCREW �301 ® ANCHOR PLATE 0 TRACK INSERT INTERLOCK CAP, 10 2 TRACK HEADMAMB © 4 TRACK SILL COVER (PVC) EXTENDED POCKET 5.178 (-�-- 8.250 Pj � 8.250 --� 1.000 252 231 060 062 1.613 p p 1.435 � -` 2.060 .100 .080 To O �O 0 O O 0.100 ,/� 9 .949N 1.983 0 ❑ 1 813 o �a��� X�07 Q 1.6481 �o�a� 062 � H. SILL TRACK .060 100 l SILL 13 1 -1 11 BOOTTOM RAIL 12 COVER P-HOOK ADAPTOR 18 P-HOOK O 3 TRACK HEAP/JAMB ®3 TRACK SILL COOTER 061 - .229 2.975 .094 125 �� 2.141- 10L625 540 � 540 �`-j � • 3.000 �-' 5.875 6HIl-^-^-^-^• .075 626 500 . 2.607 - 1 � f .100 9 I .141-10.625 LLL 1.406 L1 El Q 1 813 � O I .062 �� .062 Q 1.681 .329 100 da� �C REINFORCEMENT Q� A 19 20 KEEPER 21 QUA�3 FIXED PANEL CLIP REINFORCEMENT 24 PLATE KEEPER BAR COVER BAR 4 TRACK HEAD/JAMB O2 TRACK SILL 2.51J.- a�+ 2.838 1.570 1.625 1.595 1.595 n- 309 -2.696- 3.483 r +- ,125 ¢ e ( I 070 075 4.635 2.833 2.368 02.768 .400 2.768 2.210 090 2.116 1 300 2.025 j .312 �' L Q,°{ o .080 4.279 .100 Q 2.073 .099 34 INTERIOR JAMB COVER .110 F� -e o-.188 •120 182 .120 aI x.182 2.710 2.291 .100 0o 1.875 �� PRODUCT REVISED as complying with the Florida 25 TOP, BOTTOM © TOP, BOTTOM O STILE, TOP � INTERLOCK .300 2$ �RE REINFORCEMENT 30 INTERLOCK TRAGAL EXTENDED POCKET 31 ADAPTOR K 32 ASTRAGAL ADD-ON 33 ANDEBOTTOM RAIL NCA-NL o. 17-0420.06 AND STILE AND STILE REINFORCEMENT COMPOSITE REINFORCEMENT, REININTEFORCEMENT, CEMENT, STANDARD HEAVY-DUTY Expiration Dafe 04/14/2021 p REINFORCEMENT 3.452 1 3.326 - 3,345 919 NOTES: 1) SEE SHEET 4 FOR " : By ,, _ d. Miami D 'd P Product Control .125 3'209 3.713 •090 060 125 - __1 ¢ 3.345 2 175 .046 1.500 3.247 .060 SILL RISERS. 2) SEE SHEET 20 070 .065 919 FOR SCREEN PARTS. .300 1.170 135° CORNER 36 135° CORNER 37 135° CORNER 35 ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, 29 38 135° CORNER 39 90° CORNER 90° CORNER 41 90° CORNER 40 L CAP, ASTRAGAL ASTRAGAL CAP ASTRAGALCAP, 3) ALL DIMENSIONS IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR ` \AY'LY. N/y �o....E....Mid', ��GEvsF" .1�'1 --'-1.912 .912 065 210 .252 ►) 1.261 O 173 �L VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 \` P=\.• _ i = No. 5$705 _ 1.261 .062 1.261 1.261 �I1.261!.f..-- EXTRUSIONS nm J ROSOWSKI 0 f '. 4 7/16^ I 7/16" 1-111 1-1/1 gq 1-3/161-1fCOPYRIGHT02017 PGT INDUSTRIES, INC. K NO CHANGES THIS SHEET. rco 04/05/17 Ci STAT o ���•'•,F<oRtoP.,•'• �_: 80 81 BEVELED BEAD 82 83 BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED // SQUARE BEAD 1070 TECHNOLOGY DR rco sS/ONAL0\\`\\\\ N. VENICE, FL 34275 - (941)7480-1600 < SGD-5570 'e NTS 18 OF 21 o z° MD-5570.0 rr z A A. LYNN MILLER, P.E, P.E.#58705 CERT. OF AUTH.#29296 v� w m, 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAQ CLIP INTO INTO FRAME JAMB ATTACHMENT JAMB TO HEAD (4)CLIPANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY ° _TYPE AS USED STILE o USING 4 INSTALL ONE BLOCK AT sa BLOCK IN INSTALLATION, INSTALLATION EACH INTERLOCK. a TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL e3 (3) #10 X o TABLE 1 ONE BLOCK THAT SPANS BOTH PANELS. so (3)SMS 1.5" SMS / 0 ULJ 23P FIXED PANEL CLI \ FIXED INSTALL ONE CLIP AT THE (2) 1/4" z3 PANEL MIDSPAN OF EACH FIXED 95 X 2-1/4" SMS 11 CLIP PANEL -TO -FRAME JAMB LOCATION. \ #s x 1 o SMS _ \\ (4) #10 21 BAR COVER X 2" SMS ss 22 REINF. BAR s1 #8 X 1-1/4" SMS KEEPER 1s \ (4) THRU KEEPER @ MAX 3.5" O.C., SEE SHEET 19 d dJ JAMB TO KEEPER TO JAMB pQ SILL ASSEMBLY \ ATTACHMENT LOCKING JAMB b PRODUCT REVISED REINFORCEMENT PLATE DO I B complying with the Florida Building Code ATTACH WITH #8 X 1-1/4" 4 -PANEL, 2 -TRACK KEEPER 1s Noa-No. 17-0420.06 @ 34-1/2" MAX O.C. OXXX SHOWN Expiration Date 04/14/2021 o p By Miami -Da roduct Control \ (4) #10 X sa o0 2" SMS so INTERLOCK INTERIOR CLIP COVERINTEOCK \ NOTES EXTERIOR \ 24 R INFLPL TE 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ) SEE SHEETS 11-16 FOR ANCHOR & SPACING. BOTTOM RAIL #10 X 11 sa SEE TAB ES 1 & FOR REI FORC MCATION 3) NT REQUIREMENTS. �ON G...... ' F '•�F� SUPPORT 2-1/2" SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q� (2) #10 X 1" SMS 4, VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 No. 56705 THROUGH SUPPORT, sz INTO PANEL #lax PANEL o ACCESSORIES INSTALLATION om J ROSOWSKI = ;o„f'•, STATE 93 ASSEMBLY ® OF INTERLOCK SILL RETAINER 1-1/2" SMS ALL PANEL CORNERS COPYRIGHT PGT INDUSTRIES, INC. a CORRECTED #96 «0 04/05/17'•F<OR1DP.. S' • G CLIP ATTACHMENT WELDED, NO ASSEMBLY ALL RIGHTS RESERVED 1070 TECHNOLOGY DR /� s � INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERSNAl N. VENICE, FL 34275 � M4 (941)-480-1600 = SGD-5570 y NTS y 19 OF 21 o z MD -5570.0 z A A. LY N MILLER, P.E. CERT. OF AUTH.#29296 y E.# 58705 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE VERTICAL SECTION EXAMPLE .875 ---j �- 1.993 BOX SCREEN 0o TOP RAIL .875 1.993 ' .- .— .062 8BOX SCREEN 01 BOTTOM RAIL 1.020 1.8t—D ��-+ .062 BOX SCREEN m2 SIDE RAIL 1.020j7L1.593FnL 1.373 1.872t ' 063.055 1.833 1-a .372 —�G-�-- .062 BOX 1oa SCREEN INTERLOCK 1.306 1.343 050= L_ BOX SCREEN os ASTRAGAL ADAPTER BOX on SCREEN SNAP-ON BUG FLAP 055 1.487 OBOXSCREEN 107 SILL ADD-ON BOX SCREEN os OXO ASTRAGAL ADAPTER e{1.4�87r 1.510 'I o60 t _ CCBOX SCREEN HEAD 08 AND JAMB ADD-ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE VERTICAL SECTION EXAMPLE COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 HORIZONTAL SECTION EXAMPLE —� j-1.081 1.202 l 1.778 1.778 .935 01 .50 —.41--.050 .050 .045 SEEN21 SCREEN 22 SCREEN OXO WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER NOTES: 1) ALL DIMENSIONS IN INCHES VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 W SCREEN DETAILS %ASI J ROSOWSKI 'a NO CHANGES THIS SHEET. lao 04/05/171 NTS I$ 20 OF 21 lPn'2l MD -5570.0 lw'zlA n11 fill/// �AY`\ 0 .... LYN y�/ ` Q� .•'• LIGENS� •'.11� No. 58705 _p STATE OF iS7ONAL Eo\\\ //I I IMI I1 A. LYNN MILLER, P.E. P.E.# 58706 PRODUCT REVISED as complying with the Florida �1.435 r ` ( ,725 y Building Code NOA-No. 17-0420.06 .782 Expiration Date 04/14/2021 .765 1 4-• 040 .062 By Miami -Da roduct Control 120 SCREEN VINYL ASTRAGAL 124 FRAME SILL SCREEN — ADAPTER ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 W SCREEN DETAILS %ASI J ROSOWSKI 'a NO CHANGES THIS SHEET. lao 04/05/171 NTS I$ 20 OF 21 lPn'2l MD -5570.0 lw'zlA n11 fill/// �AY`\ 0 .... LYN y�/ ` Q� .•'• LIGENS� •'.11� No. 58705 _p STATE OF iS7ONAL Eo\\\ //I I IMI I1 A. LYNN MILLER, P.E. P.E.# 58706 T is Part# Description Material # Part# Description Material 1 19001 2 -Track Head/Jamb Rigid PVC 42 19085 Sill Riser - (2-1/2") 6063-T6 Alum. 2 19002 2 -Track Silt Rigid PVC 43 19022A Sill Riser - (3-1/2") 6063-T6 Alum. 3 19025 3 -Track Head/Jamb Rigid PVC 44 19023A Sill Riser - (4.1/16") 6063-T6 Alum. 4 19026 &Track Sill Rigid PVC 45 19024A Sill Riser - (4-5/8") 6063-T6 Alum. 5 19027 4 -Track Head/Jamb Rigid PVC 50 718609W .187" x .320" Finseal (Stile) 6063 T6 Al 6 19028 4 -Track Sill Rigid PVC 51 71695K 1-1/2" x 1" x 314" Fin Seal Dust Plug Box Screen OXO Astragal Adapter 7 19009 Frame Screw Cover Rigid PVC 52 71696 Dust Plug 17349 8 1 19031 jAnchor Plate 6063-T6 Alum. 60 419041 Interlock Clip Cover PVC 9 19007 Track Insert 6063-T6 Alum. 61 78153X Tandem Roller Assembly SS 10 19084 Interlock Cap - Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller & Reinf, SS 12 19006A Outer Sill Cover 6063-T6 Alum. 419042 Frame Header Block Nylon 13 19011 Sill Track Cover Rigid PVC 48052 Roller Adj. Hole Plug PVC 17 19032 P -Hook Adapter 6063-T6 Alum. 44385 4 Hole Bumper Stop PVC 18 19020 P -Hook 6063-T6 Alum. 76XI14FPTX #6 x 1-114" Ph. FH SMS @Bumper Stop SS 19 12047M Extended Keeper 6063-T6 Alum. 71696G Sill Plug r7l PVC 20 19029M Keeper 6063 -Tb' Alum. 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 21 19014 Reinforcement Bar Cover Rigid PVC 71032X1FPFX 10.32 x V Ph. FH MS @ Lock SS 22 19030 Reinforcement Bar 6005-T5 Alum. varies Handle Kit Cast Zinc 23 19037M Fixed Panel Clip 6063-T6 Alum. 72 1 19054 Interlock Retainer Clip Nylon 24 19036M Reinforcement Plate 6063-T6 Alum. 75 Kommeding 4SG TPS Spacer System See Sheet 25 19017M Top Rail, Bottom Rail and Lockstile 6005-T5 Alum. 26 19046 Reinforcement Composite 76 Quanex Super Spacer nXr with Hot Malt Butyl 10 for 77 Quanex Dureseal Materials 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 78 Cardinal XL Edge Spacer Vinyl 28 19013M Interlock .400 Reinforcement, HD 500545 Alum. 79 Dow Coming 995 or GE -7700 Backbedding Silicone 29 19019M Astragal Reinforcement 6005-TjAlum. 80 19090 7/16" Square Bead Rigid PVC 30 19083 Extended Pocket Interlock Adaptor 6063-T 81 7116" Beveled Bead Rigid PVC 31 19005 interlock Adaptor Rigid 82 19044 1-1/16" Beveled Bead Rigid PVC 32 19008 Astragal Add-on Rigid83 19045 1-1116" Ogee Bead Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid84 19016 1-3/16" Ogee Bead Rigid PVC 34 19040 Interior Jamb Cover 6063-T 85 71725K Setting Block 112" x 4"x 1/16", 85 +/- 5 duro. Neoprene 35 19076 135° Corner Astragal 6063-T 86 71726K jSetting Block 1" x 4" x 1116", 85 +/- 5 duro. Neoprene 36 19077 135° Corner Astragal Passive Mount 6063-T6 Alum. 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 37 19079 135° Comer Astragal Cap - Ext. Rigid PVC 91 1 7BX114PHPT41OX #8 x 1-114" Ph. PH SMS @ Reinf. Bar SS 38 19080 135° Corner Astragal Cap - Int. Rigid PVC 92 710X1PHPT18 8X #10 x 1" Ph. PH SMS @ Rail Support SS 39 19078 90° Corner Astragal 6063-T6 Alum. 93 710X115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS 40 19081 90° Corner Astragal Cap -Ext. R gid PVC 94 710X2.5PHPT18.8X #10 x 2.1/2" Ph, PH SMS @ Reinf. Plate/Ast, SS 41 19082 90° Corner Astragal Cap - Int. Rigid PVC 95 71420X2.25FPFX #12x 2-1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-314" Ph. FH SMS @ Ast. Mount SS 97 710X34PPX #10 x 3/4" Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX PDX 2" Ph. FH SMS @Keeper SS NOTES: 1) ITEMS #14-16,46-49, 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, OF COPYRIGHT 02017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) PARTS LIST NO CHANGES THIS SHEET. TABLE D: BOX SCREEN # Part# Description Material 100 12256 Box Screen Top Rail 6063 T5 Al 101 12257 Box Screen Bottom Rail 6063 T5 A) 102 12258 Box Screen Side Rail 6063 T5 AI 103 64428 Box Screen Interlock 6063 T6 Al 104 17347A Box Screen Snap -on Bug Flap 6063 T6 Al 105 64345 Box Screen OXO Astragal Adapter 6063 T6 AI 106 17349 Box Screen Astragal Adapter 6063 T5 AI 107 19039 Box Screen Frame Sill Add -o1 6063 T6 AI 108 19038 Box Screen Head/Jamb Add-on 6063 T6 AI 109 720XlX #14.20 x 1" MS @ Top Rail SS 110 720XIM #14-20 x 1-1/2" MS @ Bottom Rail SS 111 71793G Wstp, .270" x .150' - Fin Seal SS 112 61805K Wstp, .187" x .500' @ Bug Flap Vinyl 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Hardware Steel 116 419053 Screen Keeper Steel 117 76X1PPA #6 x l" Ph. PH SMSSteel 118 1692/3/4 Screen Spline - .150" & .165" Vinyl 119 1816C20 Screen Cloth Fiberglass TABLE E: STANDARD SCREEN # Part# Description Material 120 12033 Screen Frame Rail 6063 T5 Al 121 12026A Screen Frame - Side Rail (Latch) 6063 T5 Al 122 17363 Screen OXO Astragal Adapter 6063 T6 Al 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 124 19012B Frame Sill Screen Add-on 6063 T6 Al 125 6FP95K Bug Flap, 85 +/- 5 duro. Vinyl 126 78X112PSATS #8 x 1-1/2" Ph, PH SMS (Assembly) SS 127 712027 Corner Key Wheel Assembly (Standard) Nylon 128 712027SS Corner Key Wheel Assembly (HD) SS' 129 varies Screen Locking Hardware Steel 130 710X34PPSDAX #10 x 3/4" Ph. PH SMS @ Screen Ast. SS 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS 132 169213/4 Screen Spline -.145" Vinyl 133 1816C20 IScreen Cloth Fiberglass PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration $ 10/05/15 By a Miami - NTS It 21 OF 21 1921 MD -5570.0 jkzjA )%AY I LY/V/V , a� •' 41GENSF -. ����i No. 58705 • - 1'Ai'E Foyi � t. Rz 'ss/p/VAL t���\\\ A. LYNN MILLER, P.E.