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HomeMy WebLinkAboutNOA 17-0420.06MIAMI-DADE . 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.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 ot• 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. ,� 1 NOA No. 17-0420.06 %� �f/ /; � t'/ 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. 114107.04) 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, R 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 underNOA No. 114107.04) 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 12/06/105 signed and sealed by Jorge A. Cause, P. E. (Submitted under NOA No. 114107.09) 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) .-- L /Jorge M. Plasencia, P.E. Prodnet 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. 16A712.03 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-5" 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, ��-' Jorge M. Plasencia, P.E. P./duct 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 FBC, 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 CODES TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min, Embedment A 012, steel SMS (G5) or 410 S.S. SMS (min. 11 threads/in) P.T. Southern" Pine (SG=0.55) Head/Sill/Jamb Smell 1-3/8 P-hook 9/16" 1-318" Aluminum, 6063-T5" (0.125" min. thickness) Head/SIIItJamb 318" 118" P-hook 318" 1/8 Steel, A36' (0.060" min. thickness) Head/Sill/Jamb 3/8" 0,060" P-hook 3/8" 0,060" Steel Stud, A653 Gr. 33' (0.071" min. thickness) Head/Sill/Jamb 318" 0.071" (14 Ga.) P-hook 3/8" 0.071" (14 Ga.) 1/4" Elea Ultracon P.T. Southern Pine (SG=0.55) Jamb 1" 1.3/8" P-hook ill 1-3/8" 1/4" Elea 410 S.S. CreteFlex P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1-3/8" P-hook 1" 1-3/8" B #12, steel wood screw (G5) P.T. Southern Pine (SG=0.55) HeadiSlll/Jamb 9/16" 1-3/6" P-hook 9/16" 1.3/8" 1/4" Eico Ultracon Concrete (min. 2.85 ksi) P-hook 1" 1-3/8" Head/Si1VJamb 1-3116" 1.3/8" Ungrouted CMU, ASTM C-90 Jamb 1" 1-114" P-hook 1" 1-1/4" C 1/4" Elea 410 S.S. CreteFlex Ungrouted CMU, (ASTM 0-90 Concrete (min. 3.35 ksi) Jamb 1-3/4" 1-1/4" P-hook Head/Sill/Jamb 1-114" 1-3/16" 1.1/4" 1-3/4" P-hook 1" 1-3/4" 1/4" Elea 18-8 S.S. Aggre-Gator Concrete (min. 2.22 ksi) Head/Sill/Jamb 1-112" 1-3/8" P-hook 1-1/2" 1-3/w 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 1" 1-3/8` P-hook 1" 1-3/8' G 1/4" Elco Ultracon Concrete (min. 2.85 ksi) HeadlSlll/Jamb 2.1/2" 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" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) Ungrouted CMU, (ASTM C-90) Head/Sill/Jamb 2-112" 1-3/4" P-hook Jamb 2.1/2" 2-112" 1-3/8" 1-t/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, B2 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS... ....... ... 3-6 DP/AN( TABLES........ 7-8 EXAMPLE ............................9 GLAZING DETAILS............ 10 ANCHOR LOCATIONS.......11-16.. PANEL TYPES ................. 17 EXTR US IONS.....................18 ACCESSCRIES ..................19 SCREEN DETAILS.............20 PARTS LIST........................21 * MiN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MINSTRENGTH 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. SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 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 OPENINGS 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. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360A0 CGPYRIGHT®2617 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 UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 7 189.ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi VINYL SLIDING GLASS DOOR NOA (LM) � 10/05/15 GENERAL NOTESm J ROSOWSKI 0 UPDATED TO FBC 2017, VINYL MFG. xq 1 04/06/17 NTS ICI 10F21 I�zl MD-5570.0 IazIA PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date By r' No, 58705 ' A. LYNN MILLER, P.E..# P.E58705 MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1 & 2 a I$ MAX. HEIGHT �w PER TABLES 1 & 2 Iz POCKET I N Jp� J 1-PANEL a CONFIGURATIONS MAX. UNIT WIDTH — M. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 2-PANEL CONFIGURATIONS a a r 3 r NOM. PANT PER TAB 3 0 MAX 6 �w HEIGHT PER TAE POCKET —fir —I TABLES UNIT POCKET MHX. UIVI I VVIU I hi NOM. PANEL WIDTH E �� , PER TABLES 1 & 2 � Iw MAX. UNIT a e e e to 3 3 3 IW HEIGHT 3 PER / w TABLES 1 & 2 I" POCKET IW 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH ® MAX. UNIT WIDTH — MAX. UNIT WIDTH NOM. PANEL WIDTH a NOM. PANEL WIDTH a NOM. PANEL WIDTH _ n PER TABLES 1 & 2 PER TABLES 1 & 2 PER TABLES 1 & 2 D ( a 1 MAX. UNIT w 3 0 3 3 3 6 � I 3 3 e B e 6 o HEIGHT / 6 � / SEE MAX. UNIT / �� MAX. UNIT / �g PER ��"'s c /HEIGHT 3 3 3 3 / I� HEIGHT 3 3 3 3 3 / I^ SHEET. PER TABLES 1 & 2 PER TABLES 1 & 2 / Iz TABLES 1 & 2 ffi / POCKET °j / / / / /II POCKET J}-- J � CORNER, TYP. F 5-PANEL CONFIGURATIONS a 6-PANEL CONFIGURATIONS 4 OVrSIDECORNERSHOWN,INSIDECORNERSIMILAR a MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 3 D R I MAX. UNIT 3 3 3 c HEIGHT 3 I 3 a PER TABLES 1 & 2 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 3 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 BTOTHERS 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 e 3 c 3 R 3 3 3 c 3 e 3 3 R 3 3 R 3 c 3 R 3 3 "X" =OPERABLE PANEL "O" =INOPERABLE PANEL "p" = POCKET COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 8-PANEL CONFIGURATIONS 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 1em J ROSOWSKI NO CHANGES THIS SHEET. 1ao 104/05/17 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 Q�""�•�LICENSF •. ��� 7$ No.5870.5 . TE OP F� 'ORIDP,,. \C1 S TONAL EN�'. ` A. LYNN MILLER, P.E. P.E.tF 58705 DETAIL Al DETAIL 131 METAL TYP., SEE ANCHOR THRU 1X WOOD ASTRAGAL I DETAIL 01 DETAIL D1 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 TYP. ANCHOR TYPE, HEIGHT IS OVER 96" 21 9 EMBEDMENT AND sa MAX za" o.G- 22 91 oR EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE �o 50 71 a q TABLE A, SHEET 1 & DAYLIGHT NOTE 3, BELOW — o NTERIOR OPENING 25 8 WIDTH 33 Q� o o d 6 EMBEDMENT EDGE DISTANCE ANCHOR PLATE AT EVERY ANCHOR LOCATION i 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR NOTE 31 SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE EMBEDMENT NOTE 6, i SHEET (4) THRU KEEPER @ M 3.5" O.C., SEE SHEET 25 O 2s / 27 O 28 SEE NOTE 6, 1 /4" MAX. SEE NOTE 61 THIS SHEET THIS SHEET EMBEDMENT #8 X 314" SMS REINFORCEMENT SCREW; 7 s3 PER STILE, LOCATED AT CENTERLINE AND 611 , HORIZONTAL SECTION (XXX SHOWN) ` _ 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 �, DETAIL B2 INTERLOCK INTO MASONRY ` ASTRAGAL � PAGING INT. REQUIRED IF DOOR EMBEDMENT DAYHEIGHT IS OVER 96" s1 114" MAX. OPENING �Q— 22 0 INTERIOR WIDTH EDGE � DISTANCE p n S EE NOTE 6, THIS SHEET 7 \ r nn„„n,,,,� LIGHT 21 THRU KEEPER @MAX " O.C., SEE SHEET 19 PANEL WIDTH HORIZONTAL SECTION (XO SHOWN) NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENTNPES (SEE NOTE 6, THIS SHEET) 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND zs zs 4) CONTINUOUS ANCHOR PLATE, ITEM #85 IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS, 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6 SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR INTERLOCKS 27 28 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION, REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD 7) SEE SHEET 20 FOR SCREEN DETAILS. )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 TYP. ANCHOR TYPE, ° @fig EMBEDMENT AND EDGE DISTANCE B PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW _CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 EXTERIOR ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL.I my � VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 o INSTALLATION, HORIZONTAL X-SECT. o m J ROSOWSKI INC,it NO CHANGES THIS SHEET. rco 04/05/17 SGD-5570 ff NTS 3 OF 21 o z MD-5570.0 z° A EDGE DISTANCE NO TYP. ANCHOR TYPE; EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & TE 3, BELOW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date No. 58705 O� . STATE OFNAL (V G 11111110 A. LYNN MILLER, P.E. P.E.# 58705 ETAIL TYP. ANCHOR TYPE, 2 [DETAIL QETRY EMBEDMENT DETO OAELAE4 INTO MASONRY AND EDGED STANCE PER DADE APPROVED MULLION, FBC WOOD 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD, MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE _ NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, a. PERANCHOR DISTANCE EDGE 1 &NOTE 3, THIS SHEET EDGE TABLE A SHEET 1 REQUIREMENT ^ DISTANCE DISTANCE EDGE DISTANCE EMBED- MENTV EMBEDMENT EMBEDMENT 4 )EMBEDMENT I 1/4" MAX. a 1/4" MAX. 114" MAX. 8 1/4" MAX. a L 1/4" MAX. RF1 1X OR 2X WOOD Q � BUCKSTRIP, SEE 6 TYP, ANCHOR TYPE, EMBEDMENT AND TYP, ANCHOR TYPE, EMBEDMENT AND a / 50 ANCHOR NOTE 3, a EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE sa OSHEET 1 7 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET 33 � NOTES a � FOR 1) DETAILS APPLY TO 23 3 AND 4 TRACK CONFIGURATIONS. OTRAGALS, Q 2) REFER TO ANCHOR NOTES, SHEET 1. FIXED STILES 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, L 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 #83 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 - 2A/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 HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED SILL RISER HEIGHT HEIGHT NOTE6, EXACT DIMENSIONS. as complying with the Florida THIS SHEET VARIES WITH Building Code REQUIRED NDA-No. 17-0420.06 EXTERIOR POSITIVE Expiration Date 04/14/2021 O< DESIGN 2s 390 By - �- PRESSURE, 82 SEE SHEETS .390 t-�*— Miami -Da Product Control -i—►-I 61 OR 62 f EXTERIOR � O O � -- � % & 8. •390 � �- a - 25 OR(ze } 1 r_ .390 2.947 2,370 LI 1/4" MAX. 33 42 #42 SHOWN 1.793 3.464 4.041 l #43-45 ALSO APPLY 7GROUTAS L .823 :I �I a �, 1.917 3 ss NEEDED,SEEANCHOR (' 060 - NOTE n '060 .060 212J 5, SHEET 1 (f U q 2-1/2" = TOTAL .060 �al�— 9 s o 114" MAX. a Q SILL HEIGHT 2 SILL RISER SILL RISER SILL RISER SILL RISER 45 LYN 443-1/2" N 4-1/16" TOTAL (4-5l8" TOTAL \\\`\ a� (2-1/2" TOTAL (TOTAL (\\\ Ny ,.. • �� HEIGHT) SILL HEIGHT) F� SILL HEIGHT) SILL HEIGHT) SILL ��•. �ICEN, F / EDGE EMBED- EMBEDMENT _ No.58705 l MENT DISTANCE e p VINYL SLIDING GLASS DOOR NOA (LM) ti 10/05/15 = m TYPE, �m J ROSOWSKI = #. t EDGE TYP. ANCHOR TYPE, TYP. ANCHOR INSTALLATION, VERTICAL X-SECT. p y . ��` ° DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® ° O� . STATE OF (L '° EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COPYRIGHT 02017 PGT INDUSTRIES, INc. a NO CHANGES THIS SHEET. 04/05J17 ''•'t ORID?,. ' `rS C CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED �'tIIIk -PER ANCHOR DETAIL SEE TABLE A, DETAILF2 SEE TABLE A. 1070TECHNOLOGYDR rc zo \\ REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 A. LYNN MILLER, P.E. INTO MASONRY THIS SHEET INTO WOOD THIS SHEET (941)-480-1600 SGD-5570 8 NTS y 4 OF 21 3 z MD-5570.0 a z A P.E.# 58705 CERT. OF AUTH. 629296 y 2 �MUj O�O� 4 71 4 71 INTERIOR 35 INTERIOR 4 25 OR 26 19 (4) THRU KEEPER 0 p 25 OR 26 37 96 MAX 18.5" O.C. INTERIOR 69 98 @ MAX 3.5" O.C., SEE SHEET 19 33 36 1 INTERIOR DETAIL H2 19 °jJ��'o I EXTERIOR 90" 4 THRU KEEPER @MAX o �` OUTSIDE CORNER 3.5" O.C., SEE SHEET 19 U �❑ I 40 d o O d 900 4 INTERIOR �a Q❑ 39 25 OR 26 '�j��OR �� 94 MAX 18.5" O.C. � OR 25 26 ❑� EXTERIOR EXTERIOR a1 1350 O 900O 33 39 q 0 DETAIL G1 +rFP �O DETAIL H1 MAX 18.5"O.C.(94 ❑a INSIDE CORNER OO 900 INSIDE CORNER d EXTERIOR INTERIOR 41 (4)THRU KEEPER fig EXTERIOR 1 98 @ MAX 3.5" O.C. V ii r 1 SEE SHEET 19 19 v OO z O O daQ��O PRODUCT REVISED as complying with the Florida LLmm��J1 Building Code NOA-No. 17-0420.06 S% O 1350 Q Expiration Date 04/14/2021 INTERIOR By -'� ='--- Miami -do Product Control 2 DUN NOTES q o 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FORANCHOR 25 OR 26 ��� �QQ QUANTITIES, SEE TABLES 1 & 2. itrrrr 33 38 0 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \�����I NY. LYN ♦ � ,....,. N • �, DEPENDING ON CONFIGURATION. \ ` �'� �10ENS' ' 35 � MAX 18.5" O.C. 9fi N°• 58705 19 69 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 - (4) THRU KEEPER @ MAX 98 3.5" O.C., SEE SHEET 19 EXTERIOR ASTRAGAL HORIZ. X-SECT. 1 J ROSOWSKI 7 -0 A 2_ ' DETAIL G2 b CORNER o q s S1350 TATE C�F �(/�� COPYRIGHT PGT INDUSTRIES, INC. ¢ NO CHANGES THIS SHEET. zo 04/05/17 %�SS'/FO.ORIDP..w;ERVED OUTSIDE CORNER HT ALL G\?I 1070 TECHNOLOGY DR > �o 'r7jQNAt ` N. VENICE, FL 34275 I (941)-480-1600 SGD-5570 y NTS 5 OF 21 o z° MD-5570.0 z° A A1111 NN P.E. TYp.E.# CERT. OF AUTH.#29296 m 58MILLER,0 OPTIONAL NON- 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 NTERIOR 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 DETAIL 11 INTO MASONRY EDGE DISTANCE INTERIOR POCKET EXTERIOR POCKET DETAIL 12 INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE, AND EDGE DISTANCE PER i SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW 1� T EMBEDMENT b EXTERIOR T. 1/4" MAX. ANCHOR CON11 CRETE/CMU SEE FIG THISSHEET PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW VCHOR 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. EMBEDMJ t4" MAX. SEE FIG THIS SHEE 370 TECHNOLOGY D N. VENICE, FL 34275 (941)-480-1600 EXTERIOR POCKET EDGE DISTANCE �"��j EXTEnRIOR v EXTERIOR POCKET CONCRETE7CM U PER ANCHOR REQUIREMENT FIGURE 1, INTERLOCKS AT POCKETS: FOR OR HEIGHTS 96" AND LESS: OPT. d ANCHOR 31 a 7 17 OPT. a d 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 INTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) n 10/05/15 P-HOOK EXAMPLES, HORIZ. X-SECT. L m J ROSOWSKI INC, z NO CHANGES THIS SHEET. �� 04/05/17 z"o 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 �'t�.• YIGENSF'•�C�� i No.58705 O� srA l OF'' (� ONALIE\ A. LYNN MILLER, P.E. P.E.t/ 58705 TAMI C 1, Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 1, 1A, 3 or 3A Soft 84" 96" Astragal Reinforcement #29 68-15/16" DLO Height 72-15116" DLO Height 84-15116" DLO Height Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 or #26 A B C D A B C D A B C D Std. Interlock Reinforcement #27 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 24" rWidot8h" 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 Design Pressure too +60 / -60 psf +60 / -60 psf +60 / -60 psf 25118 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 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width r P-hook 7 7 7 7 7 7 7 7 8 S 8 8 o Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 31-1/8" Head/Sill C3+1 C3+1 G3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 a 36" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width = P-hook 7 1 7 1 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 I C3+1 C3+1 I C3+1 1 C3+1 1 C3+1 C3+1 C3+1 I C3+1 I C3+1 42" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 1 7 7 J717 1 7 8 8 1 8 1 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 43-118" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 I C3+1 I C3+1 46" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 $ 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANGE 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 1 1-1 6 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. f # 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, Rom\ THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS,. TABLE B1: 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 4b/8" +60.0 psf �70 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 THE OVERHANG HEIGHT IS O EXEMPTED FROM WATER INFILTRATION RESISTANCE, DLO WIDTH = NOM. PANEL WIDTH - S-9/16" DLO HEIGHT =DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) ICI 10/05/1'. DP &ANCHOR QUANTITY TABLE J ROSOWSKI rc a NO CHANGES THIS SHEET, M 04/05l17 K aS e SGD-5570 8 NTS 7 OF 21 2 z I MD-5570.0 t z A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 9 7-0420.06 Expiration 4 to* AAGEN�qe too too •• 000 Moo to �O Si TE ' IRI l(r� /!///iL llt A. LYNN MILLER, P.E. P.E.# 58705 rc a NO CHANGES THIS SHEET, M 04/05l17 K aS e SGD-5570 8 NTS 7 OF 21 2 z I MD-5570.0 t z A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 9 7-0420.06 Expiration 4 to* AAGEN�qe too too •• 000 Moo to �O Si TE ' IRI l(r� /!///iL llt A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 2 or 4 80" 84" 96" 108" 120" Astragal Reinforcement #29 68-15/16" DLO Height 72-15116" 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 C D A B C T D Design Pressure +100 / 400 psf +100 / -100 psf +100 / -100 psf +60 / -65 psf +60 / -65 psf 19-1/8" 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 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 L4" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 Width P-hook 1 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/-100Psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf 251/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 05+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+tC3+1 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6WidthP-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 Design Pressure +100 / -100 psf +100 / -100 psf +100 / 400 psf +60 / -65 psf +60 / -65 psf 31-1/8" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+21 C3 11 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 03+1 C3+1 C3+1 C5+1TE +1 C3+1 36" DLO Jamb 5 5 6 5 5 5 6 5 ` 5 5 7 5 6 6 6 8 6 6 r Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 1 9 10 1 10 1 10 1 10 Design Pressure +100 / 400 psf +100 / -100 psf +100 / -100 psf +601-65 psf +601-65 psf c 37-9/8 Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 I C3+1 C5+2 C5+2 C5+2 I C3+1 C5+1 I C3+1 I C5+1 I C3+1 C5+1 C5+1 C5+1 C3+1 a 42" DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 G Width P-hook 7 7 7 7 7 7 7 7 8 8 6 8 9 9 9 9 10 10 10 10 ZDesign Pressure +100 / -100 psf +100 / -100 psf +92 / -92 psf " +60 / -65 psf +60 / -65 psf 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+21 C5+2 C5+2 C3+2 5+ C5+2 C5+2 C2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 1 10 10 10 Design Pressure +60 / -60 psf +80 / -80 psf +80 / -80 psf +60 / 65 psf +54.1 / -58.7 psf 49-1/8" 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 Width Jamb 5 5 6 5 5 5 7 5 5 1 5 8 1 5 6 6 8 6 6 6 8 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 1 9 9 1 9 10 10 10 10 Design Pressure +80 / -80 psf +80 / -80 psf +80 / -80 psf 1 +59.1 / -64 psf +49.6 / -53.7 psf 55-1/8° Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+]2!jC3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Jamb 5 5 6 5 5 5 55 8 5 6 6 8 6 6 6 8 6 WidthP-hook 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 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 COPYRIGHTO2017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 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+13 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 = THE OVERHANG HEIGHT IS O EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE 82: Water•Limited (+) Design Pressure SIII R ser Nom, Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 psf PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0420.06 Expiration Date 04/14/2021 DLO HE GHT N OOR HE GHTID11Fi-1 (816'!16 ,�`� Q�Y LYNN� ���i PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) DP &ANCHOR QUANTITY TABLE NO CHANGES THIS SHEET. No. 58705 � '� '• ` 0 10/05/15 -� n- tr J ROSOWSKI ` AO'•, sTE of - : �41j\ �0 5/17 %, S G . 7O 04l0NALi��` NTS h 8 OF 21 (s g M D-5570.0 a � A A. LYNN MILLER, P.E, 4 P.E.# 58705 rcQ 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. ANGHC TO AID AUGNMEP EXTI u OPT. ANCHC To AID ALIGNMEt P-HOOK ANCHORAGE DETAILS POCKET BY OTHERS, SENOTE 6, SHEET 6 EXTERIOR POCKET BY 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. 4 FRAME JAMB REQUIRED • SPLICE @ INTERIOR POCKETS 6"' •_ CENTERLINE • OFINTERLOCK CENTERLINE OF •- _ - ANCHOR INFORMATION. OF INTERLOCK CENTERLINE MEN -_ ANCH• EANCHORAGE, T12 "CYCLUSTER7 I. �..• SHEET12 fICT' CLUSTER, • • • �•� �\ SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SEE POCKET JAMB INSTALLATION ON HEAD ANCHORAGE DETAILS SHEET 6 PXXX (3-TRACK) 4 (MIN. 1 ANCHOR) All LUII V A I i M OWN ��a�>�025-318a r���a���t _— MAX. ANCHORAGE, OR L SHEET 11 "C3" CLUSTER, SHEET 11 "C3" CLUSTER, SHEET 1i • •-. • FRAME JAMB SEE POCKET JAMB REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEETS 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 ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: Head/Sill C3+2 Jamb 5 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 MI)SPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "CT' CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MI)SPAN 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 COPYRIGHT02017 PGT INDUSTRIES, IN BE FOUND ON: ALL RIGHTS RESERVED HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR JAMB: SHEET 3 N. VENICE, FL 34275 (941)-480-1600 P-WOOK: SHEET 6 FRT OF At 9914NA (MIN. 1 ANCHOR) SILL ANCHORAGE DETAILS PXXX (3RACK) END PANEL ANCHOR EXCEPTION: fIiCTAN(`F T/l NFXT f:l I ICTFR 1 I --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: VINYL SLIDING GLASS DOOR NOA (LM) c 10/05/15 STRAIGHT DOOR EXAMPLE o m� J ROSOWSKI a NO CHANGES THIS SHEET, aQ 04/05/17 NTS ICI 90F21 I�i MD-5570.0 ��zS�A U7YY[•PG�� . •�rt�crrn PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.06 Expiration Date 04114/2021 \`11111 r1111�// ONY LYNNI'%, w�4�'L�'.•''��GENgF'• ��, w No.58705 Qom'. `S4,ATEIOF ✓�` //// 10NAL.1 A. LYNN MILLER, P.E. P.E.# 58705 1-1/16" NOM. 3/16" HS GLASS 3/1611 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/ 3/16" HS GLASS PAINTED/ 3116" HS GLASS PAINTED/ 3/16" T GLASS PAINTED/ 80 OR 81 LAMINATED LAMINATED SURFACE 8o OR at LAMINATED DO 80 OR 91 SURFACE OFACE az ORA�A INATED - EXTERIOR I - a \� - - - / a EXTERIOR I \ EXTERIOR a ( EXTERIOR a IS "EXTERIOR- I IS 7/8" NOM. PRODUCT IS "EXTERIOR- I I GLAZED" IF #80-81 IS 7/8"NOM. \ PRODUCT IS EXTERIOR- ( GLAZED" IF #80-81 IS 7/8"NOM. " _PRODUCT PRODUCT IS "EXTEGLAZED"IF#80-81 I ( EXTERIOR. I OWARDS THE EXTNOM. TOWARDS THE EXTERIOR, GLASS TOWARDS THE EXTERIOR. GLASS TOWARDS THE GLASSASS BITE I BITE I I BI7EITE`INTERIOR INTERIOR - a INTERIOR ® INTERIORPRODUCT IS "INTERIOR- I PRODUCT IS"INTERIOR- PRODUCT IS "INTERIOR- I PRODUCT IS "INTERGLAZED" IF #80-8'I IS 79 GLAZED" IF #80-81 IS I 79 GLAZED" IF #80-81 IS79 GLAZED" IF #82-83 I79 TOWARDS THEINTERIOR.TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTESEE NOTE 2, SEE NOTE 2,85SEE NOTE 2, SEE NOTE 2,6 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 "T" = TEMPERED SILICONE HOT -MELT BUTYL 1-1/16" NOM. 1-1/16" NOM. "PVB" = TROSIFOLO PVB INTERLAYER STRUCTURAL .090" SILICONE 3/16" HS GLASS 3/16" HS GLASS BY KURARAY AMERICA, INC. STRUCTURAL 1/4" NOM. FOAM 3/16" NOM. PVB .090" SG "SG" _ .090" SENTRYGLAS® INTERLAYER POLYISOBUTYLENE - WITH .090" 3116" HS GLASS 75 76 3/16" HS GLASS 75 7s BY KURARAY AMERICA, INC. WITH DESICCANT DESICCANT 7116"AIR SPACE — 77 78 7/16"AIR SPACE 77 78 PRODUCT REVISED EXT. GLASS EXT. GLASS 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 LAMINATED NOA-No. 17-0420.06 SURFACE SURFACE Expiration Date 04/14/2021 INT. GLASS INT. GLASS <I EXTERIOR / <I EXTERIOR PRODUCT IS "EXTERIOR- I \ PRODUCT IS "EXTERIOR- \ By ""- Control Miami- ad d Foduct Miami - KODISPACE SUPER GLAZED" IF#82-831S I 7/8"NOM. GLAZED" IF#82-831S D I I O 7/6"NOM. 75 76 TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR. GLASS I 4SG TPS SPACER®NXTT" IIX I BITE I BIrE c] INTERIOR - i a INTERIOR I \ ALUMINUM PRODUCT IS "INTERIOR- i I PRODUCT IS "INTERIOR - I REINFORCEMENT POLYISO-r NT 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. 1116"NOM— SEAL as 86 LICONE SEAL SEE NOTE 2, SEE NOTE 21 BUTYL & DESICCANT ROLL -FORMED THIS SHEET THIS SHEET t t t i I I 1 I/ /! 7 FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 X`�aNy LY�/y�9<�� \ EXT. GLASS NOTES: / �``'t EXT. GLASS1) BACKBEDDING SURFACES SHALL .; r ��few NOT BE PAINTED OR LAMINATED, VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 No. 58705 __ jufa — we NT. GLASS GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS �m J ROSOWSKI =-p �_ `}[ . ' INTERIOR OR EXTERIOR GLAZED, ow,fan it ? Cyr `• s T� of44 DURASEAL ® XL EDGE TM PROVIDED THAT THE "HS" SURFACE COPYRIGHT©2017 PGTINDUSTRIES, INC. K NO CHANGES THIS SHEET. � 04105/17 %��c few i m few 411 RtO?.•�G\7%` 77 7a OF A LAMINATED GLAZING UNIT IS ALL RIGHTS RESERVED �77 / ` SPACER SPACER ADHERED TO THE GLAZING LEG. TECHNOLOGY L GY D 1070TEGHNOLOGYDR �� 77//�NAL N. VENI lit New (941)-480-1600 SGD-5570 II NTS m 10 OF 21 o MD-5570.0 z z A A. LYP E FOR P.E. CERT. OF AUTH.#29296 iu N z° tM5 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4' EXTERIOR 2-TRACK CLUSTER"C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK��II CENTERLINE 4 0 EXTERIOR 3.22" 3-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 2-TRACK CLUSTER"C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-- NTERLOCK 4" CENTERLINE 0 EXTERIOR 3-TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR M13.22 INTERLOCK CENTERLINE 4" 0 rc___ o oEXTERIO EXTERIOR 3.22" v 4-TRACK CLUSTER v 4-TRACK CLUSTER "C3" ANCHOR LOCATIONS "C5" ANCHOR LOCATIONS NOTE5: 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 C3 1 Jamb 5 P-hook 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: RIGHT©2017 PGTINDUSTRIES• ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CENTERLINE 2-TRACK INTERMEDIATE +1"ANCHOR LOCATION 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION v 4-TRACK INTERMEDIATE "+1"ANCHOR LOCATION CENTERLINE CENTERLINE 4" 4" — — EXTERIOR EXTERIOR 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS PANEL PANEL CENTERLINE 4° CENTERLINE 4^ 0 0 EXTERIOR 3.22" EXTERIOR 3-TRACK INTERMEDIATE � 3-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: Head/Sill C +1 Jamb 5 P-hook 7 VINYL SLIDING GLASS DOOR NOA (LM) PANEL 4-TRACK INTERMEDIATE U 4-TRACK INTERMEDIATE "+2"ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.37,1 2.375" FOR ALL SILLS: PRODUCT REVISED uili as complying with the Florida \\N Building Code � NOA-No. 17-0420"06 _��' ' LiGENgF'•% Expiration Date 04/14/2021 10/05/15 8 ANCHOR LOCATIONS A Anal J ROSOWSKI NO CHANGES THIS SHEET: a$ 04/05/17 ao NITS ICI 11 OF 21 �z MD-5570.0 j�z' A No. 58705 SATE OF (v` � � '•F�ORIOP.•'• \�� ZONAL IrGN A. LYNN MILLER, P.E. P.E.# 58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 3.22" 2-TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 411 HEAD "+" INTERMEDIATE ANCHORS LA ASTRAGAL OR PANEL PANEL INTERLOCK 4" PANEL CENTERLINE 4° CENTERLINE 4 CENTERLINE CENTERLINE iERIOR 3,22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" 2-TRACK CLUSTER "C5" 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS ASTRAGAL OR NTERLOCK CENTERLINE XTERIO7R OR ANCHOR3-TRACK CLUSTER "CY LOCATIONS ASTRAGAL OR INTERLOCK „ CENTERLINE 4 3-TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK�- CENTERLINE 73.227 i XTERI07R—� OR 4-TRACK CLUSTER LOCATIONS - NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" _ 2.375" FOR ALL HEADS: HeadiSill C3 1 Jamb 5 P-hook 7 4" 3.22" 4" 3.22" 4-TRACK CLUSTER "C5"ANCHOR LOCATIONS 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION CENTERLINE iERIOR 4-TRACK INTERMEDIATE "+1"ANCHOR LOCATION COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 PANEL CENTERLINE 4.75" EXTERIOR 3-TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS EXTERIC,. THE FOLLOWING HEAD ICHOR LOCATIONS: HeadlSi(1 C +1 Jamb 5 P-hook 1 7 PAI,IFI PANEL CENTERLINE 4" \ EXTERIOR "'"{ 3.22" 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS CENTERLINE / 4 4-TRACK ANCH EXTEnRIOR �I 4-.— 3.22" INTERMEDIATE "+2" y 4-TRACK INTERMEDIATE "+3" OR LOCATIONS v ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2,375"t2,37195 FOR ALL HEADS: PRODUCT REVISED o\ 1 as complying with the Florida �`` ONA ,LYNN Building Code ` 't�:-' *ICENS ��� NOA-No. 17-0420.06 �C,.• Expiration Date04/14/2021 _ No. 58705 � VINYL SLIDING GLASS DOOR NOA (LM)10/05/15 ANCHOR LOCATIONS B o� J ROSOWSKI a NO CHANGES THIS SHEET. �8 04/05/17 rc �� SG0-5570 NTS $ 12 OF 21z° MD-5570.0 fg A O •• STAFF SS G OiVAL IEN ` A. LYNN MILLER, P.E. P.E.# 58705 PAI,IFI PANEL CENTERLINE 4" \ EXTERIOR "'"{ 3.22" 3-TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS CENTERLINE / 4 4-TRACK ANCH EXTEnRIOR �I 4-.— 3.22" INTERMEDIATE "+2" y 4-TRACK INTERMEDIATE "+3" OR LOCATIONS v ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2,375"t2,37195 FOR ALL HEADS: PRODUCT REVISED o\ 1 as complying with the Florida �`` ONA ,LYNN Building Code ` 't�:-' *ICENS ��� NOA-No. 17-0420.06 �C,.• Expiration Date04/14/2021 _ No. 58705 � VINYL SLIDING GLASS DOOR NOA (LM)10/05/15 ANCHOR LOCATIONS B o� J ROSOWSKI a NO CHANGES THIS SHEET. �8 04/05/17 rc �� SG0-5570 NTS $ 12 OF 21z° MD-5570.0 fg A O •• STAFF SS G OiVAL IEN ` A. LYNN MILLER, P.E. P.E.# 58705 P-HOOK ANCHORS LAYOUT: OPT.ANCHC TO AID ALIGNMEP OPT.ANCHC TO AID ALIGNMEP,. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FIGURES JAMB HeadlSili 03+1 Jamb 5 P-hook 7 JAMB ANCHORS LAYOUT, (PARTIAL VIEW): ►1 2.375" AL 21.6" MAX. O.G. MAX 2-TRACK FRAME JAMB ANCHORS A11�1? SILL (3) WEEP NOTCHES PER END (w 1"X.500" 3-TRACK FRAME JAMB ANCHORS JAMB SILL Head/Sill C3+1 OAC EXT I R P--hook 7 6" MAX. 4-TRACK FRAME JAMB ANCHORS {4) WEEP NOTCHES PER END @ 1"X.500" SILL NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN, FOR 3 AND 44RACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (5) WEEP NOTCHES PER END @ 1" X .500" (� EXTERIOR EXTERIOR (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190';� (6) TRACK WEEP HOLES \ (10) TRACK WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190"; 24" @ 1.375" X .500" (1) WEEP NOTCH EVERY EVERY 24" @ 1.125" X .190% 24" @ 1.375"X.500„ (1) WEEP NOTCH EVERY 24" @ 1,375" X .500" LL WEEPHOLE LAYOUT (2. 3 & 4 TRACKS COPYRIGHT©20"17 PST INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C NO CHANGES THIS SHEET. NTS I=1 13 OF 21 REVISED PRODUCT as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 1 oiosil s By _� J ROSOWSKI MD-5570.D Ia•zl A GENSF _ No.58705 - a STATE OF !V` rS, OI�� NAL G \\ A. LYNN MILLER, P.E. P.E.# 58705 N TO HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: I FOLLOWING SILL FOLLO WING 90° CORNER SILL ANCHOR LOCATIONS: 4" 4" EXTERIOR 2-TRACK 90°CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (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: Head/Sill C3 1 Jamb 6 P-hook 1 7 (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 4" lure vvrterce -tea- w arcuncu/ 2-TRACK 90° CORNER EXTERIOR ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 90° CORNER EXTERIOR ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR q-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. 3) TRACK -TO -TRACK DISTANCE IS 2.375" V2,31F75W1F5R ALL HEADS AND SILLS: 2-TRACK 90° CORNER EXTERIOR "C6" ANCHOR LOCATIONS n (USE WHERE "C5" IS SPECIFIED) v &TRACK 90° CORNER EXT IE�RI IOR "C6"ANCHOR LOCATIONS (USE WHERE 1105" IS SPECIFIED) 4" COPYRIGHT02017 PGTINDUSTRIES, )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 IPA E w� _ a .. •• • • T.0 Head/Sill (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 4" lure vvrterce -tea- w arcuncu/ 2-TRACK 90° CORNER EXTERIOR ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3-TRACK 90° CORNER EXTERIOR ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR q-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. 3) TRACK -TO -TRACK DISTANCE IS 2.375" V2,31F75W1F5R ALL HEADS AND SILLS: 2-TRACK 90° CORNER EXTERIOR "C6" ANCHOR LOCATIONS n (USE WHERE "C5" IS SPECIFIED) v &TRACK 90° CORNER EXT IE�RI IOR "C6"ANCHOR LOCATIONS (USE WHERE 1105" IS SPECIFIED) 4" COPYRIGHT02017 PGTINDUSTRIES, )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 IPA E w� _ a .. •• • • T.0 Head/Sill C3 1 Jamb 5 P-hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17m0420.06 Date 04/14/2021 Expiration 7 P�... UCENSF (ems i NO.58705 0�'. SPATE 6F : \•\���� ' S�0A/AL ENG `• A. LYNN MILLER, P.E. P.E.# 56705 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 ANCHOR LOCATIONS D Elf ROSOWSKI 0 rc NO CHANGES THIS SHEET. cl 04/05/17 NTS ICI 140F21 �z°� MD-5570.0 ��zA HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: I FIGURES PERTAIN 35000 N THE FOLLOWING 135° CORNER SILL ANCHOR LOCATIONS: 2-TRACK 135° CORNER "C4" ANCHOR LOCATIONS USE WHERE "C3" IS SPECIFIED) EXTERIOR 3-TRACK 135° CORNER "G4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXT�IE�R7yIOR 4-TRACK 135" CORNER v "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES 135° CORNER Head/Sill C3 1 Jamb 5 P-h0ok 7 EXTERIOR 3.221 2-TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3-TRACK 135° CORNER "C6"ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" •- EXT�IE�RyIOR 4-TRACK 135° CORNER v "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" 4" EXTERIOR 2-TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED} 4" ° 4" EXTEnRRIOR 3.22" V 3-TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 4" \ EXTERIOR 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. 3) TRACK -TO -TRACK DISTANCE IS 2,375" R375" 2.375" FOR ALL HEADS AND SILLS: 4" n 4„ EXTERIOR 2-TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" EXTERIOR 3.22" &TRACK 135000RNER "C6"ANCHORLOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" c� EXTERIOR 3.22" 4-TRACK 135° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) )70 TECHNOLOGY DR N. VENICE, FL 34275 {941)-480-1600 Head/Sill G3 1 Jamb 5 P-hook 7 PRODUCY REVISED 4" as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 No. 58705�� •'•F401. RIDP.. •.•'\��. ' �0NA L EN . fflfifInO A. LYNN MILLER, P.E. P.E.# 58705 VINYL SLIQING GLASS DOOR NOA (LM) 10/05/1 ANCHOR LOCATIONS E �� J ROSOWSKI 0 NO CHANGES THIS SHEET. ao 04/05l1 I q a� NTS $ 15 OF 21 M MD-5570.0 Imo= A GURES PERTAIN TO THE HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT (a� INTERLOCK OR ASTRAGAL: I FISPICED SILL ANCHOR LOCCATONS:G 2-TRACK SPLICE "104" 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: HeadlSill C3 1 Jamb 5 P-hook 7 EXTERIC. . 2-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 3-TRACK SPLICE "C6"ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" EXTERIC., 2-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE OCTIS SPECIFIED) LOCATION 4" 0 0 EXTERIOR — 3.22" 3-TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) LOCATION 0 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. SPLICE LOCATION—�� I� r EXTERIOR I T 2-TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) IUJt WHtKt "l:5" I� JPtUitltU) (US 4-TRACK SPLICE 'C6"ANCHOR LOCATIONS E WHERE "C5" IS SPECIFIED) COPYRIGHTO 2017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 Head/Sill C3r1 Jamb 5 P-hook 7 PRODUCT REVISED as complying With the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 1.ICEN,SF •., �{�� No. 58705 i -.• L%- _za 8 TE'OF •�� �s •'. FC ORIDP,. •'• ���� A. LYNN MILLER, P.E. P.E.# 58705 � VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 ANCHOR LOCATIONS F 9m J ROSOWSKI z NO CHANGES THIS SHEET. >r$ 04/05/17 NTS ��� 160F21 �bg) MD-5570.0 ��z°�A PRODUCT REVISED as complying With the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 1.ICEN,SF •., �{�� No. 58705 i -.• L%- _za 8 TE'OF •�� �s •'. FC ORIDP,. •'• ���� A. LYNN MILLER, P.E. P.E.# 58705 � VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 ANCHOR LOCATIONS F 9m J ROSOWSKI z NO CHANGES THIS SHEET. >r$ 04/05/17 NTS ��� 160F21 �bg) MD-5570.0 ��z°�A PANEL'S RIGHT STILE TYPE 1C PA V EL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OUTSIDE 90° ASTRAGAL INSIDE 900 ASTRAGAL OUTSIDE 135° ASTRAGAL INSIDE 135° ASTRAGAL INTERLOCK OUT INTERLOCK IN STILE W/ HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOROR EXTERIORGLAZED SINGLE INTERLOCK L L T TV TW OUT (Boxo ) Box IN) SINGLE INTERLOCK IN (BOX OUT) (BOXIN) FIXED KR R S S F F b FW STILE (BOxooun (BOX)ON) W J LOCKSTILE D W/HANDLE -Z 6J (ROX OUT) 6! (BOXIN) CO ASTRAGAL OUT L j LL BOX (aoxolrp (BOX OUT) Bopxo/N) Lij ASTRAGAL IN � 9.d A I p ice/p t^(BOXIN BOX (BOX IN) (BOXIN) ASTRAGAL !V W z RECEIVER IN, 900 ASTRAGAL AT AS DF RECEIVER OUT. AGA ASTRAGAL � AT VT p / Ib0 ' F ➢E!/ft� RECEIVER IN, 1350 ASTTRAGRAG AL F RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES &DESIGN PRESSURE. 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 MAYBE 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 SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE INTERLOCK LOCKSTILE ASTRAGAL LOCKSTILE DOUBLE SINGLE INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 S PANELTYPES am JROSOWSKI a NO CHANGES THIS SHEET, a4 04/05/17 NTS ��� 170F21 ��z� MD-5570.0 �pz�A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 \`111 a uII)(7 � � .• l.1GENSF'•. ��� i Q . 13 No. 58705 ' O�'. STATE OF 1(�: F '•.FtoRIDP.. S`S70NAL E��` \ ))11111101 A. LYNN MILLER, P.E. P.EJF 58706 1 5.875 s o tN �12 10.635 - .100 � 9 .540 .125 � .650 500 �'z91 .061 i � O O QL-jL 0 �I 1 Q 1.681 .y � .930 �� 062 t P 1.928 �- 100 SCREW 2 TRACK HEADMAMB © 4 TRACK SILL �301 F ME COVER (PVC) ® ANCHOR PLATE `J TRACK INSERT 10 INTERLOCK CAP, EXTENDED POCKET 5.178 1,000 252 231 060 -` 2.060 .100 250 P r 8noo 8,250 - p /0� p 1.435 =� j '062 1.613 080 To O O.100 11.6481 9 .949 I ��' U 1.9831 �� 813 062 .060 �a��� r� Loil� 1 11 BOTTOM RAIL 12 OUTER SILL 13 SILL TRACK 17 P-HOOK COVER ADAPTOR 18 P-HOOK O 3 TRACK HEAP/JAMB ® 3 TRACK SILL - .094 125 •540 540 061 .229 2.141 LLL� 10,625 5,876 *-j q00T 3.000 � j 500 0751., NIT n oho o � .100 O q 2.607 rl� 626�� �� I .062 1.813 1.681 .062 100 da� �o LoL � REEIINFORCEMENT �3 FIXED PANEL CLIP 19 EXTENDED 20 KEEPER 21 # REINF329 ORCEMENT 24 BAR GOREINFOVERMENT KEEPER BAR PLATE 4 TRACK HEAD/JAMB O 2 TRACK SILL 2.511. �-j a �+ 2.838 1,670 1.625 4 � I 1,695 1.595 n- 3,483 309 2.696- .080 2.073 r .125 ¢ , ( T .099 070 .075 4.6354.279 .100 2,833 2.368 1 2.768 .400 300 A 2.768 2.025 2.210 090 2.116 j .312 �' LQ,°{ Q 34 INTERIOR JAMB COVER L Lly=� F� -e o-.188 k 182 A20 aI �.182 ��2.710 1.875 �� PRODUCT REVISED '110 .120 2.291 .100 as complying with the Florida 25 TOP, BOTTOM © TOP, BOTTOM O INTERLOCK 2$ �RE NRAGAL EXTENDED POCKET FORCEMENT 30 INTERLOCK 31 ADAPTERK PAN32 ASTRAGAL ADD -ON 33 ANDEL STILE, TOP BOTTOM RAIL NOA-No.17-0420.06 AND STILE AND STILE ME REININTEFORCEMENT, CEMENT, REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Ex Expiration Date 04/14/2021 REINFORCEMENT b 3.326 t - 3.345 NOTES: sy M1aml Dad P Product Control 3.452 1.472 - 919 1) SEE SHEET 4 FOR .125 3.209 .060 3.713 -�"^ ¢ 090 SILL RISERS. 125 2 175 0461_229 .500 3.345 3.247 .060 2) SEE SHEET 20 070 065 919 FOR SCREEN PARTS. 1,170 .300 135° CORNER 36 135° CORNER 135° CORNER 35 37 38 135° CORNER 900 CORNER 90' CORNER 41 90' CORNER 39 40 3) ALL DIMENSIONS IN INCHES. ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP ASTRAGALCAP, EXTERIOR INTERIOR EXTERIOR INTERIOR \AY'LY,N/y Mid' \. ,�o........... ,, �.912 912 .210 252 ►e126 173 l No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 = 065 1,261 .062 s 1.261 )1,261 1 �II1.261 rf oEXTRUSIONS nm JROSOWSKI W(6r STAT '� �� 80 7/1661 I 81 7/16" 82 1-111 83 1-1/1 gq 1-3/16 COPYRIGHT02017 PGTINDUSTRIES,INC. K NO CHANGES THIS SHEET. All RIGHTS RESERVED rco 04/05/17 '•,F<oRtoP.,•'��_: SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD sS/ONALti'a:\\\ 1070 TECHNOLOGY DR rco N. VENICE, FL 34275 - (941)-480-1600 2 SGD-5570 'e NTS m 18 OF 21 o z° MD-5570.0 z° A A. LVNN MILLER, P.E, CERT, OF AUTH.#29296 v� w m, P.E.#58705 2) INSTALL CLIP HEADER BLOCK TO HEAD 1) INSTALL INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4)CLIPANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY 00 TYPE AS USED o USING 4 INSTALL ONE BLOCK AT 64 BLOCK STILE IN INSTALLATION, INSTALLATION EACH INTERLOCK. a TABLE A, SHEET 1 ANCHORS, SEE AT ASTRAGAL, INSTALL (3) #10 X ° TABLE 1 ONE BLOCK THAT sa 1.5" SMS / SPANS BOTH PANELS. so 13)SMS 0 �❑iff _ 2a FIXED PANEL �D CLIP \ ig 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 124 1 o ss SMS (4) #10 21 BAR COVER X 2" SMS ss 22 REINF. BAR #8 X 91 1-1/4" SMS \ KEEPER 1s (4) THRU KEEPER @ MAX 3.5" O.C., SEE SHEET 19 ZZ JAMB TO KEEPER TO JAMB pQ SILL ASSEMBLY / ATTACHMENT \ LOCKING JAMB PRODUCT REVISED �o �� complying with the Florida REINFORCEMENT PLATE B Building Code ATTACH WITH #8 X 1-114" 4-PANEL, 2-TRACK KEEPER 1s NOa No. 17-0420.06 @ 34-1/2" MAX O.C. OXXX SHOWN Expiration Date 04/14/2021 p By Miami -Da roduct Control \ (4) #10 X sa o0 2" SMS INTERLOCK INTERIOR so CLIP COVER \ ts �4 NOTES EXTERIOR INTEOCK 24 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. R INFLPLATE 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. ` ONY LYN N BOTTOM RAIL #10 X 94 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. <�''' ��cErv0 SUPPORT11 2-1/2" SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #81 IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Q� ' F '•�F� (2) #10 X V SMS VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 No. 58705 THROUGH SUPPORT, 92 _ * , INTO PANEL PANEL o ACCESSORIES INSTALLATION J ROSOWSKI =7J ; r 1 -" �; sa #10X ASSEMBLY om Ib •• o STRTE OF ��� INTERLOCK SILL RETAINER 1-112"SMs CORNERS COPYRIGHT PGT INDUSTRIES, INC. a CORRECTED #96 «0 04/05/17 ,.' '�C�S, '•F<OR1DP..'' ��j ALL PANEL ALL RIGHTS RESERVED / G CLIP ATTACHMENT WELDED, NO ASSEMBLY 1070 TECHNOLOGY DR �0 2 i �oNAL ` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 rc iE (941)-480-1600 = SGD-5570 y NTS y 19 OF 21 3 z MD-5570.0 z A A. LYNN MILLER, P.E. CERT. OF AUTH429296 y P.E.# 587U5 BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE �- 1.993 BOX SCREEN 0o TOP RAIL 875 1� I r1,993 ' .-11--.— .062 BOX SCREEN 1o1 BOTTOM RAIL 1.020 .062 BOX SCREEN mz SIDE RAIL L020 � � L1.593 1.373 063 1.872 055 1.833 __�jl U 4 a .372 D BOX 1oa SCREEN INTERLOCK 1.306 1.343 � 050= L_ BOX SCREEN os ASTRAGAL ADAPTER BOX ton SCREEN SNAP -ON BUG FLAP 055 �1.487 BOX SCREEN SILL ADD -ON 07 BOX SCREEN OXO 1os ASTRAGAL ADAPTER 1.5 0-- 060 U BOX SCREEN HEAD 1os AND JAMB ADD -ON STANDARD SCREEN DETAILS: VERTICAL SECTION EXAMPLE CGPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (MAIN -480-1600 HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE 1.202 —1®—j 1.778 1.778 .935 .045 SEEN 21SCREEN z2SCREEN OXO aME SIDE RAIL, ASTRAGAL L LATCH ADAPTER PRODUCT REVISED as complying with the Florida � 1.435 Building Code r ` ( ,725 y NOA-No. 17-0420.06 765 3 .782 Expiration Date 04/14/2021 ► I-.— .040 By .062 Miami -Da roduct Control 1zs SCREEN VINYL 124 FRAME SILL — ASTRAGAL SCREEN ADAPTER ADD -ON NOTES: 1) ALL DIMENSIONS IN INCHES VINYL SLIDING GLASS DOOR NOA (LM) SCREEN DETAILS NO ORANGES THIS SHEET. 10/05/15 J ROSOWSKI a` o 04/05/17 NTS I$ 200F21 ��z� MD-5570.0 IA Q?'. LIGENS�c •'. • No. 58705 � ®,C\ '• STATE OF' w, ONA A. LYNN MILLER, P.E. P.E.# 58706 TARI P r`• # Part Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Silt Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track Head/Jamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 1 19031 jAnchor Plate 6063-TSAlum. 19007 Track Insert 6063-T6 Alum. 19084 Interlock Cap - Extended Pocket Rigid PVC 19036 Bottom Rail Support 6063-T6Alum. r11 19006A Outer Sill Cover 6063-TB Alum. 19011 Sill Track Cover Rigid PVC 19032 P-Hook Adapter 6063-T6 Alum. 18 19020 P-Hook 6063-T6 Alum. 19 12047M Extended Keeper 6063-T6Alum. 20 19029M Keeper 6063-TS Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Clip 6063-T6 Alum, 24 19036M Reinforcement Plate 6063-T6 Alum, 25 19017M Top Rail, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. Composite 26 19046 27 19018M Interlock .300 Reinforcement, Std, 6005-TB Alum, 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement 6005-T5 Alum. 30 19083 Extended Pocket Interlock Adaptor 6063-TB Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Add -on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-T6 Alum. 35 19076 1350 Corner Astragal 6063-T6 Alum. 36 19077 1350 Corner Astragal Passive Mount 5063-T6 Alum. 37 19079 1356 Comer Astragal Cap - Ext. Rigid PVC 38 19080 1350 Corner Astragal Cap - Int. Rigid PVC 39 19078 90' Corner Astragal 6063-T6 Alum. 40 1 19081 1900 Corner Astragal Cap - Ext. Rigid PVC 41 1 19082 1904 Corner Astragal Cap - Int. Rigid PVC # Part# Description Material 42 19086 Sill Riser - (2-1/2") 6063-T6 Alum. 43 19022A Sill Riser - (3.1/2") 6063-T6 Alum. 44 19023A Sill Riser - (4.1116") 6063-T6 Alum. 45 19024A Sill Riser � (4-5/8") 6063-T6 Alum. 50 718609W .187" x .320" Finseal (Stile) 51 71695K 1-1/2" x 1" x 314" Fin Seal Dust Plug 52 71696 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller & Reinf, SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 68 71696G Sill Plug PVC 69 78186X Gemini Mortise Lock w/long Trim plate Steel/SS 70 71032X1FPFX 10.32 x V Ph. FH MS @ Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Malt Butyl See Sheet 10 for 77 Quanex Dureseal Materials 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7116" Beveled Bead Rigid PVC 82 19044 1-1116" Beveled Bead Rigid PVC 83 19045 1-1116" Ogee Bead Rigid PVC 84 19016 1-3/16" Ogee Bead Rigid PVC $5 71725K Setting Block 112" x 4" x 1/16", 85 +/- 5 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1116", 85+/-5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar SS 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.5PHPT18-$X #10 x 2.1/2" Ph, PH SMS @ Reinf. Plate/Ast, SS 95 71420X2.25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-34' Ph. FH SMS @ Ast. Mount SS 97 710X34PPX #10 x 3/4' Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX 1#10 x 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, COPYRIGHT 9,2017 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 AI 101 12257 Box Screen Bottom Rail 6063 T5 A) 102 12258 Box Screen Side Rail 6063 T5 Al 103 64428 Box Screen Interlock 6063 T6 Al 104 17347A Box Screen Snap -on Bug Flap 6063 T6 Al 105 64345 Box Screen OXO Astragal Adapter 6083 T6 AI 106 17349 Box Screen Astragal Adapter 6063 T5 AI 107 19039 Box Screen Frame Sill Add -on 6063 T6 AI 10$ 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 112 61805K Wstp, .187" x .600' @ Bug Flap 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 1" Ph. PH SMS Steel 118 169213/4 Screen Spline - .1 sot, & .165" Vinyl 119 1816C20 Screen Cloth Fiberglass TABLE E: STANDARD SCREEN # Part# Description Material Screen Frame Rail 6063 T5 Al 120 12033 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 12S 712027SS Corner Key Wheel Assembly (HD) SS' 729 varies Screen Locking Hardware Steel 130 710X34PPSDAX #10 x 3/4" Ph, PH SMS @ Screen Ast. SS 131 78X12PPSMSX 1#8 x 1/2" Ph. PH SMS @ Door Ast. SS 132 169213/4 Screen Spiine-.145" Vinyl 133 1816C20 IScreen Cloth Fiberglass PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0420.06 Expiration Miami-D ' J ROSOWSKI 04/05/17 NTS (�� 21 OF21 �oz°O� MD-5570.0 ��z�A No. 58705 �� �s '•�.�ORIDA•...• \�y�� CNALtEO" `\ A. lYNN MILLER, P.E.