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Product Approval (4)
MIAMI•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) mvw.miamidade.eov/ecrmomv 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 °5470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NCA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. 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 #15-1210.02 and consists of this page 1, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAM4DADE COUNTY zj7/ NOA No. 17-0420.07 s l; / Expiration Date: April 2l, 2021 °4rtI 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. 11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted tinder NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted underNOA No. 15-1210.02) "� 7c� z` Jorge M. Plasencia, P.E. u Pro ct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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-MO527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-01O7.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-611 Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge M. Plasencia, P.E. Prfoduct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 2021 Approval Date: September 28, 2017 E-2 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 El 300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, 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 REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): 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, 8968 & 8970; 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 FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 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 1-112" 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 Group A Anchor 912, steel SMS (G5) or 410 S.S. SMS (min. 11 threadsiln) Substrate P.T. Southern Pine (SG=0.55) Frame Member Head/SilUJamb Min. Edge Distance 9/16" Min. Embedment 13/8" P -hook 9/16" 1318" Aluminum, 6063-T5' (0.125• min. thickness) Head/SIII/Jamb 3/8" P -hook 318" 1/8" 118" Steel, A36" 0,06(" min. thickness) Fisad/Sill/Jamb 318" 0.060" P -hook 318" 0.060" Steel Stud, A653 Gr. 33' .071° min. thickness Hasd/SiIf/Jamb 3/8" 6.071" (14 Ga.) P -hook 3/8" 0.071" 14 Ge. A36 Steel 1/4" Elea Ultracon 1/4" Moe 410 S.S. CretaFlex P.T. Southam Pine SG=0.55 P.T. Southern Pine ISG -0.55) Jamb 1" 1.3/8' P -hook 1" Head/Sll9Jamb 1° 1.318" 1.3/8' P -hook 1' 1318' B #12, steel mod screw (G5) P.T. Southern Pine SG=0.55 Head/Sill/Jamb View 1-31V P -hook 9/18" 1318" C 1/4' Elco Ultracon 114" Elco 410 S.S. CrateFtaz Concrete min. 2.85 ksl P -hook 1" 13/8" Head/SiIVJamb 1-3116" 1.318' Ungrouted CMU. ASTM C-90 Ungrouted CMU, ASTM G80 Jamb 1" 1.114" P -hook 1" Jamb 1.314" 1-114" 1.1/4" 14mk 1314" 1.1/4' Concrete min. 3.35 kal Head/Slll/Jamb 13/16" 1-3/4' -hook i" 1314' D 1/4" Elco 1&8 S.S. Aggro -Gator 114" Elco UBracon Concrete min. 2.22 ks.- iL ___E HeadlSill/Jamb 1.112" 13l8° P -hook 1-1/2" 13/6' Urgroutad CMU, (ASTM C-90) Jamb 2" 1-114" P -hook 2" 1.114" P.T. Southern Pine SG=0,55 Concrete min. 2,85 kat HeadlSilUJamb 1" 1-318" P -hook 1" Hand/SlillJamb 2.1/2" 1-3/S" 1-3/8" P -hook 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90 Jamb 2.1/2" 1-1/4' P -hook 2.112" 1-1/4' 1/4' Elco 410 S.S. CroteFle% Concrete jrnin. 3.35 ksi Head/Silt(Jamb 2-112' 1-3/4" P -hook 2-112" 13/8" Un9routad CMU, ASTM G80 Jemb 2.112" 1-1/4" P-lwok 2.112' }-1l4° * 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. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODES/ STANDARDS USED: 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 REINFORCEMENT LEVEL DESIRED. 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. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION e ASTM E1300-09 eANSI(AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 *AISI 5100-12 eAISC 360.10 70 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-GatoO 57 ksi 96 ksl Elco UltraCon& 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 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi VINYL SLIDING GLASS DOOR NOA (NI) GENERAL NOTES UPDATED TO FBC 2017, VINYL MFG, Iml 10/05/15 J ROSOWSKI f 04/05/17 MHS IMM -31n. IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CON FIGS ......... .2 INSTALL DETAILS...... ........ 3-6 DP/ANCHOR TABLES ........ 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS ............. 20 PARTS LIST........................21 PRODUCT REVISED as complying with the Florida Building Code NDA -No. 17-0420.07 Expiration Date 04/21/2021 a�1Y LYA1N%!/iii �� ��•' tiCEN •V, No. 58705 TE /11,111110, A. LYNN MILLER, P.E. P.E.# 58705 MAX. UNIT WIDTH MAX. UNIT NOM. PANEL WIDTH NOM. PANEL PER TABLES 1 & 2 PER TABU I3 MAX. UNIT 3 E MAX HEIGHT ( HEI PER TABLES 1 & 2 PER TAE �i POCKET IN t 1 -PANEL 4 CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT E 4) HEIGHT UNIT 3 GHT PER TABLES 1 & 2 HEI NOM, PANE PER TAB MAX HEI PER TAE MAX. UNIT WIDTH 5 -PANEL CONFIGURATIONS W IU I H WIDTH .51&2 E 4) 1 I UNIT 3 GHT 3 HEI D 3 e 1 & 2 TABLE LES1&2 L, gLES 3 -� 3 2 -PANEL CONFIGURATIONS a .L WIDTH -ES 1 & 2 MAX. UNI I VVIU I H e UNIT 3 3 � HEI GHT 3 j 3 TABLE LES1&2 L, -Nr- J 3 -� 3 3 3 3 UNIT GHT 3 3 3 3.. 3 3 3 3 LES 1&2 7 -PANEL CONFIGURATIONS 4 CONFIGURATIONS NOTES: NOM. PANE PER TAB 3 %\7 10 MAX HEI 12 PER TAB w POCKET ( h �r J NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 \r— 1 3 lid I� I� FncKEr I � J EL WIDTH LES 1 &2 MAR. UNI I WIU I H a UNIT 3 3 3 HEI GHT 3 j 3 TABLE LES1&2 -Nr- J GHT 3 Ll 3 -PANEL CONFIGURATIONS n TWERAMFOLTMIM MAX. UNIT WIDTH NOM. PANEL WIDTH T4 NOM. PANEL WIDTH PER TABLES 1&2 MAX HEI PER TAB 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH LES 1 & 2& 2 PER TAB D 3 o Im _e. MAX. Io HEI Pi Iw TABLE POCKET' y -Nr- J GHT T4 NOM. PANEL WIDTH PER TABLES 1&2 MAX HEI PER TAB 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH LES 1 & 2& 2 a T A 3 UNIT j 3 GHT 3 3 R1 3 3 & 2 I 3 3 3 KiT 3 4 -PANEL CONFIGURATIONS a MAX. UNIT WIDTH k,N011 °a MAX. UNIT s w 3 HEIGHT e o NOTE SEE PER o TABLES 1 & 2 o e s. � I E'0,'w I N. J CORNER, TYP. F a 011fSIOE CORNER SHOWN, INSIDE CORNER SIMILAR n 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. f --DETAIL LETTER 4) FOR NOM, PANEL WIDTH, SEE TABLES 1 & 2. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' )—SHEET NUMBER "X" = OPERABLE PANEL "0" = INOPERABLE PANEL "p" = POCKET 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 \4-j 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 (NI) 10/05/15 EXAMPLE CONFIGURATIONS je6j J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 IRA ')GD-5470111NTS 111 20F21 IhI MD -5470.0 96 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.07 Expiration Date 04/21/2021 By °i��IUli!/7/fir ®taY'LYN� No. 58706 A. LYNN MILLER, P.E. P.E.# 58705 a 3 UNIT GMT 3 3 I 3 3 3 KiT 3 3 3 LES 1 & 2 8 -PANEL CONFIGURATIONS F 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. f --DETAIL LETTER 4) FOR NOM, PANEL WIDTH, SEE TABLES 1 & 2. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' )—SHEET NUMBER "X" = OPERABLE PANEL "0" = INOPERABLE PANEL "p" = POCKET 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 \4-j 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 (NI) 10/05/15 EXAMPLE CONFIGURATIONS je6j J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 IRA ')GD-5470111NTS 111 20F21 IhI MD -5470.0 96 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.07 Expiration Date 04/21/2021 By °i��IUli!/7/fir ®taY'LYN� No. 58706 A. LYNN MILLER, P.E. P.E.# 58705 CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER, SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT ANCHOR PLATE AT EVERY ANCHOR \ LOCATION DETAIL Al DETAIL 131 METAL TYP., SEE ANCHOR THRU 1X WOOD ASTRAGALDETAIL Cl DETAIL Dl NOTE 4, SHEET 1; MIN. OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE -- _ FRAME WIDTH -- -- 114" MAX. REQUIRED IF DOOR HEIGHTIS OVER 9 21 19 94 MAX 28" O.C. 91 EDGE n o� DISTANCE 71 q o 0 50 ° DAYLIGHT 10 INTERIORi I 27 0 2e � \ OPENING 25 —) d 8 _ WIDTH — — 33 — III a/' EDGE DISTANCE/.,- ANCHOR IST jANCE;., 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3,SHEETI TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTAN( NOTES 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 3, SHEET 1 m — 1/4" MAX. EMBEDMENT NOTE 6, SHEET (4) THRU KEEPER @ M. 3.5" O.C., SEE SHEET SEE NOTE 6, THIS SHEET THIS SHEET EMBEDMENT SEE NOTE B, THIS SHEET ##8 X 3/4" SMS REINFORCEMENT SCREW, 7 ss PER STILE, LOCATED AT CENTERLINE AND 6'", HORIZONTAL SECTION (XXX SHOWN) _ 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 DETAIL 132 INTERLOCK INTO MASONRY _ ASTRAGAL FACING INT - REQUIRED IF DOOR EMBEDMENT — DAYLIGHT 21 HEIGHT IS OVER 96"F OPENING s1 1/4" MAX. Q 22EDGE INTERIOR WIDTH p DISTANCE a n SEE NOTE 6, THIS SHEET DL I THRU KEEPER @ MAX " O.C., SEE SHEET 19 PANEL WIDTH HORIZONTAL SECTION (XO SHOWN) 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (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 z5 zs 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS 27 28 FOR 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. 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 TYP. ANCHOR TYPE, — EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW \_CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 EXTERIOR L�__ _J ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. VINYL SLIDING GLASS DOOR NOA (NI) IMI 10/05/1 INSTALLATION, HORIZONTAL X -SECT. �� J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 SGD-5470111 NTS 111 3 OF 21 k MD -5470.0 � �] A EDGE DISTANCE TYP. ANCHOR TYPE,' EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration LYN�� No.58705 "' ///'0NAL. i� ���� A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEA D o MAAIL El AND EDGED STANCE PER DMENT DET TINTO IL 2 DOOD iNETD MASONRYALE:3 DETAIL INTORADE APPROVED MULLION, FBC IX BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET COMPLIANT ALUMINUM/STEEL 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYPANCHOR 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, PER ANCHOR DISTANCE a EDGE TABLE A, SHEET 1 EDGE 1 &NOTE 3, THIS SHEET 1 DISTANCE REQUIREMENT DISTANCE I EMBED- 1 _ _ EDGE DISTANCE r- d' MENT EMBEDMENT 4 ° vMBEDMENT EMBEDMENT 11/4" MAX. ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a 1/4" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET EMBED- MENT ' EDGE PERANCHOR DETAIL F1 REQUIREMENT INTO MASONRY 114" MAX. ' 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS WTHISSHEET FRAMESEE HEIGHTNOTE6, EXTEF zs n 82 1/4" MAX. l EMBEDMENT TYP, ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET PANEL HEIGHT 2X WOOD BUCKSTRIP ORS FRAMING, SEE ANCHOR NOTE 3, SHEET 1 bETAIL F2 INTO WOOD 1/4" MAX. #8 X 3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. 2-1/2" = TOTAL SILL HEIGHT ^—I TYP. ANCHOR TYP'. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. t l I -m— .390 v p PLY .823 1917 .060 —�+�— OSILL RISER a2 (2-1/2" TOTAL SILL HEIGHT) COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT- 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" .390--1 hp— I4- I 390 1---390 — — 2.947 2.8$7 2.370 1.793 3.464 I 4.041 .060 .060 - — .060 �L SILL RISER SILL RISER SILL RISER 43 {3-1/2" TOTAL as (4-1/16" TOTAL O(4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR NOA (NI) i 10/05/1 III INSTALLATION, VERTICAL X -SECT. (j.•j J ROSOWSKI I NO CHANGES THIS SHEET. NTS ill 4 OF 21 04/05/17 MD -5470.0 11�?i A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 By .50 ...10EN... 411 , No. 58705S70 401 OR ' M lot ME lrf 11OA/A� I N A. LYNN MILLER, P.E. P.E.# 58705 NN C'� N INTERIOR ID INTERIOR EXTERIOR v 135° DETAIL G1 F 135° INSIDE CORNER 18.5" O.C. (4) THRU KEEPERQa MAX 3.5" O.C., SEE SHEET 19 INTERIOR EXTERIOR ID DETAIL H1 90° INSIDE CORNER 90° EXTERIOR a No JMFZ 1! z THRU KEEPER MAX 3.5" O.C., E SHEET 19 ---FF----FF--TT--Z MAX 18.5' INTERIOR a EXTERIOR a 18.5" O.C. THRU KEEPER MAX 3.5" O.C., ESHEET19 , INTERIOR DETAIL H2 90° �/ OUTSIDE CORNER 90° 4 1 I INTERIOR EXT(E�RIOR, V PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 135° ID INTERIOR BY NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. MAX 18b" O.C. a°f J 79 (4) THRU KEEPER @MAX 98 EXTERIOR 3.5" O.C., SEE SHEET 19 DETAIL G2 a �� 135° OUTSIDE CORNER COPYRIGHT 02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29280 VINYL SLIDING GLASS DOOR NOA (NI) CORNER ASTRAGAL HORIZ. X -SECT, NO CHANGES THIS SHEET. ()NY LY/VA/ % .` T} :' No. 58705 J ROSOWSKI ;730 ••_ IT;z' f, ilo ro� 'CK` 04105/17 %,�;S1/F�ORtDA•.����>�: ONAI..1�\\\ NTS 111 5 OF 21 JQV j MD -5470.0 A� I A I I A. LYpN MILLER, E.# 58705 P.E. OPTIONAL NON-El STRUCTURAL ANCHORS FbR INTERIOR POCKET JAMB ,. INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL FRAME JAMB TO REDUCE THE a. POSSIBILITY OF WATER INFILTRATION. re' 1/4" ° POCKET BY OTHERS, SEE P NOTE 6 BELOW. R DETAIL 11 DETAIL 12 INTO MASONRY INTO MASONRY EDGE INTERIOR 91 z1 22 TYP, ANCHOR TYPE, EMBEDMENT DISTANCE.. ss - 28 R 27 AND EDGE DISTANCE PER SEE FIG 1, SUBSTRATE, SEE TABLE A, THIS SHEET 30 o SHEET 1 & NOTE 3, BELOW-.' :•' 10 I r 18 17 OPT. EMBEDMENT } 0 , MENT'. �41 / 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 EXTERI IG P i EXTERIOR OPT. 114" MAX. ANCHOR CONCRETE/CMU SEE FIG EDGE PER ANCHOR THIS SHEET DISTANCE REQUIREMENT wmff_2�� EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW dCHOR 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. EMBEDM»/� MAX. SEE FIG 1 THIS SHEET 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 EXTERIOR POCKET EDGE DISTANCE EXTERIOR EXTERIOR POCKET CONCRETElCMU PER ANCHOR REQUIREMENT OPT. ANCHOR FOR DOOR HEIGHTS 96" AND LESS: fug, ® I ~I ' JI FOR DOOR HEIGHTS OVER 96" 19 r 97 21'9" MAX. O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE3,SHEETI ANCHOR DETAIL 14 INTO WOOD VINYL SLIDING GLASS DOOR NOA (NI) P -HOOK EXAMPLES, HORIZ. X -SECT INo.I Ike NO CHANGES THIS SHEET. 10/05/15 J ROSOWSKI TkA 04/05/17 NTS 1JI 6 OF 21 Iq21 MD -5470.0 IA21 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration • • �v No. 58705 S2 rp� 4�71 �/"",/ ONAL ING• •�• A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for: Door Unit Height Astragal Reinforcement #29 80" 84" 96" Lockstile Reinforcement #25 or #26 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height Std. Interlock Reinforcement #27 Anchor Group Anchor Group Anchor Group A B C D A 1 B 1 C LD A I B I C I D 42 2-1/2" +38.7 psf Design Pressure +127.1/-127.1 psf +120/-120 psf +102.9/-1029 psf 44 41/16" 191!8 Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 I C3+1 C5+1 C3+1 C3+1 C3+1 24" DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 Width P -hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +106.3 / -106.3 psf +100.2 / -100.2 psf +85.3 / -85.3 psf 25-1/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 6 5 t � P-hcok 7 7 7 7 7 7 7 7 S 8 8 S Design Pressure +92.9 / -92.9 psf +87.3 /-87. 3 psf +73.8 / -73.8 psf 31-118" Head/Sill 05+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 L 36" DLO DLO Jamb 5 1 5 1 6 5 5 1 5 6 5 5 5 6 5 Width a P -hook 7 7 7 7 7 7 7 7 8 8 8 8 .S ZDesign Pressure +78.41 -78.4 psf +78.4 / -78.4 psf +65.8 / -65.8 psf 37-1/8" Head/Sill C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42" DLO Jamb 5 5 5 5 5T-5 6 5 5 5 6 5 Width P -hook 7 7 7 7 7 1 7 7 7 a 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 I C3+1 I C3+1103+1 48" DLO Jamb 5 5 5 5 5 5 5 5 5 5 6 5 Width P4=k 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 9' 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 b 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 -NOOK, PERPENDICULAR TO THE GLASS. TABLE 61: Mater -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11118" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0psf 44 41/16" +80.0 psf 45 4 5/8" +100.0 psf 1070 TECHNOLOGY D N. VENICE, FL 34275 (941)-480-1600 FIG 1: OH LENGTH 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 (NI) 11,1 10/06/15 DP & ANCHOR QUANTITY TABLE h d J ROSOWSKI INC] 141 NO CHANGES THIS SHEET. IRR 104/05/17 M H �Ev 0 Fir, [IBMT, FA Maxi0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Q%AY'LYNIV No. 58705 ' //7oNAL ENG''• /'Nill lllt�\ A. LYNN MILLER, P.E. P.E.# 68705 DOORASSEMBLIES = INSTALLED WHERE THE FU OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = 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 (NI) 11,1 10/06/15 DP & ANCHOR QUANTITY TABLE h d J ROSOWSKI INC] 141 NO CHANGES THIS SHEET. IRR 104/05/17 M H �Ev 0 Fir, [IBMT, FA Maxi0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Q%AY'LYNIV No. 58705 ' //7oNAL ENG''• /'Nill lllt�\ A. LYNN MILLER, P.E. P.E.# 68705 Design Pressure (®P) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Astragal Reinforcement #2980" DOORASSEMBLIES 84" 96" Lockable Reinforcement #25 66-15/16" DLO Height 72-15/16" DLO Height 84 15!16" DL HD Interlock Reinforcement #28 Anchor Group Anchor Group Anchor { 15/16" DLO Height Anchor Group 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 1070 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: OH LENGTH _'-- DOORASSEMBLIES = O A I B I C D A BI C I D A B C I D A 8 C D A I B C D Resign Pressure +169.4/-169.4 psf +160/-160 psf +137.1 /-137.1 psf +120/-130 psf +106.7/-115.6 psf 131/8" HeadtSill C5+1 C5+t C!77+ C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 G5+1 C5+1 C3+ 24" DLO Jamb 5 5 M17 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 Width P -hook 7 7 7 7 7 7 8 8 8 8 9 9 1 9 9 10 10 10 10 Design Pressure +141.8/-141.8psf +133.6/-133.6psf +113.8/-113.8psf +99.1/-107.4 psf +87.8/-95.tpsf 251/8" HeadfSill C5+2 C5+1 C5+1 C3+1 C5+1 1 C5+1 I C5+1 I C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 I C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 1 8 6 6 6 8 6 Width P -hook 7 7 7 7 7 7 7 1 7 8 1 8 1 8 8 9 9 9 9 10 10 10 10 Design P assure +123.91-123.9 psf +116.4 / -116.4 psf +98.5 /-98.5 psf +85.3 /-92.4 psf +75.3 /-81.6 psf 31-1/8" Head/Sill C5+2 C5+1 C5+2 C3+1 C5+2 I C5+1 C5+2 C3+1 C5+2 G5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 36" DLO Jamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 1 6 6 8 6 Width P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 `s Design Pressure +104.5/-104.5 psf +104.51-104.5 psf +87.8/-87.6 psf +75.71-82 psf +66.5/-72 psf 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+1 C5+2 C3+1 C5+2 C6+1 C5+2 C3+1 C5+1 C5+1 C5+1 C3+1 li 42" DLO lamb 5 5 7 5 5 5 7 5 5 5 7 5 6 6 8 6 6 6 8 6 Width m 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 a Design Pressure +80 / -60 psf +80 / -80 psf +80 /-80 psf +601-65 psf +60 / -65 psf Z 431/8" Head/SiII C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 I C5+21 C3+1 C5+2 G5+1 C5+2 C3+1 48" DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 7 6 6 6 8 6 Width P -hook 7 7_1 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +74.1 /-74.1 psf +74.1 /-74.1 psf +63.81.63.8psf 43118" Head/Sill C5+2 I C3+2 C3+2 ji C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 54" DLO Jamb 5 5 6 5 5 5 6 5 5 5 6 5 Width P -hook 7 7 7 7 7 7 7 7 8 8 8 B Not available in these sizes. Design Pressure +60/-60 psf +60/-60 psf +601-60psf 55118" HeadtSill C3+2 C3+2 C3+2 C3+1 C5+2 03+2 C3+2 03+1 C5+2 C3+2 C5+2 C3+1 6T DLO Jamb 5 5 1 5 1 5 5 5 5 5 55 6 5 Width 1 P -hook 7 7 7 7 7 7 7 7 8:j 6 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) 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 1070 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: OH LENGTH _'-- Water -Limited (+) Design Pressure DOORASSEMBLIES = O INSTALLED WHERE THE x OVERHANG (OH) LENGTH IS See Note 2 EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS 43 EXEMPTED FROM WATER +60.0 psf INFILTRATION RESISTANCE. Water -Limited (+) Design Pressure Sill Riser Nan. 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 DLO WIDTH = NOM. PANEL WIDTH - 8-9116" DLO HEIGHT = DOOR HEIGHT -11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 01 VINYL SLIDING GLASS DOOR NOA (NJ Iml 10/05/15 DP & ANCHOR QUANTITY TABLE 11 J ROSOWSKI NO CHANGES THIS SHEET. k A 1 04/05/17 1111TONS . 1 6 FIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration By _ `��PC1�,.•'� LICENSE •. f _ No.58705 X1 . g -0.. saEo' `urs; i'�ONAIL A. LYNN MILLER, P.E. r�-iv��M" I% 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. ANCH( TO AID ALIGNMEI EXT C OPT. ANCHC TO AID ALIGNMEP ANCHORAGE DETAILS POCKET BY OTHERS,SEE NOTE 6. SHEETS FRAME JAMB REQUIRED @ INTERIOR POCKETS SPLICE NOTE: EXTERIOR NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. 21.6" MAX. O.C. JAMB ANCHORAGE DETAILS POCKETSY OTHERS,SEE NOTE 6, SHEET6 / FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. HEAD SPLICE ey 6" MAX. i „+2" ANCHORAGE, J SHEET 12 •'C3" 4 INTERIOR CENTERLINE OF PANEL 1 SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET6 4 SILL SPLICE INTERIOR 6" OFMAX. OF PANEL 1 CENTERLINE CENTERLINESEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 r y �— OF PANEL 3 —� 25-3/8" MAX. S" "+2" ANCHORAGE, —w. _/ SHEET 12 "+2" ANCHORAGE, MAX. "C3" CLUSTER, SHEET 12 EXTERIOR SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) HEAD ANCHORAGE DETAILS RXXX (3 -TRACK) CENTERLINE CENTERLINESEE FIGURE BELOW FOR ADDITIONAL OFINTERLOCK OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 r OF PANEL 3 ANCHORAGE, SHEET11 "C3"CLUSTER, _/ SHEET 11 FRAMEJAMS SEE POCKET JAMB 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 ANYHeadlSill C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hcok 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. Rye 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD & SILL: SHEET 4 COPYRIGHT02017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 JAMB: SHEET 3 (941)-480-1600 P -HOOK: SHEET 6 CERT. OP AUTH. #29296 "+2" ANCHORAGE, SHEET 11 "C3" CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS END PANEL ANCHOR EXCEPTION: 0 --� 25-3/8"MAX.- "+2" ANCHORAGE, SHEET 11 END ANCHORAGE (MIN. 1 ANCHOR) DISTANCE TO NEXT CLUSTER TO BE 25-318," O.C. OR LESS {-"—CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (NI) 1 10/05/15 STRAIGHT DOOR EXAMPLE k J ROSOWSKI NO CHANGES THIS SHEET. 0 04/05/17 NTS X 1 9 OF 21 R C MD -5470.0 19 C A 6" MAX. EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Y.LYN/V PC1�.•'' UGENSF •. �(�� i No, 58705 O-o'•'•STATE 0 •'FLORIDA,.•-' A ;QI A/ALE�G\� A. LYNN MILLER, P.E. P.E.# 58705 STRUCTURAL STRUCTURAL SILICONE POLYISOBUTYLENE 114" NOM. FOAM WITH WITH DESICCANT A\ V-� DESICCANT EXT. GLASS- V /I V/ I EXT. GLASS—V 0I RI M INT.GLASS ALUMINUM REINFORCEMENT 5/16" BUTYL & DESICCANT FOAM EXT. GLASS � GLASS DURASEAL® 77 Q®A('6D -MELT BUM INT. GLASS SUPER 7e SPACER' NXT `m POLYISO- BUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT.GLASS NOW DESICCANT FILL AREA 6116" NOM, SIL[CONE SEAL XL EDGETM 7a SPACER GLASS 3116" T GLASS 11/16" AIR SPACE 3116" T GLASS EXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. INTERIOR ' PRODUCT IS "INTERIOR - GLAZED" IF #82-83 IS TOWARDS THE INTERIOR. 1-1116" NOM. / PAINTED/ LAMINATED SURFACE 7/GLA8" NOM. O SS BITE NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. "T" = TEMPERED )70 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NbA (NI) a 10/05/1' GLAZING DETAILS is w J ROSOWSKI NO CHANGES THIS SHEET. a M 1 04/05/17 NTS ISI 10 OF 21 LD1 MD -5470.0 1�9�1 A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 .�` 0p1Y LY* `''•, NO. 58705 A,� *_ CL i���y''�{ORIDP .•'' S�� '��rrrlll+l�� A. LYNN MILLER, P.E. P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR CENTERLINE 4" CENTERLINE 4" 0 0 0 0 0 EXTERIOR EXTERIOR 2 -TRACK CLUSTER "C3" 15 2 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4" _ o 0 0 EXTERIOR 3.22" EXTERIOR 3.22" 3 -TRACK CLUSTER "C3" 3 -TRACK CLUSTER'C5" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4" p o 0 EXT�FE�RyIOR 3.22" EXT�IE�RyIOR 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 CS 1 Jamb 5 P-h�k 7 ` 7 2 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION UN ITS COPYRIGHT 02017 PGT INDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 "+1' ANCHOR LOCATION 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS 0 4 -TRACK INTERMEDIATE u 4 -TRACK INTERMEDIATE '+1"ANCHOR LOCATION "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS CENTERLINE 4" ON MINIMUM ALLOWED. _ o 0 EXTERIOR 2) TRACK -TO -TRACK 2 -TRACK INTERMEDIATE '+3" ANCHOR LOCATIONS PANEL Florida the ilding Code CENTERLINE 4" NOA-No. 17-0420.07 �' y10ENSF •.`/�(` �l �� Expiration Date 04/21 /2021 _ 0cr EXTERIOR --�-+ 3.22" IJ3 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: Head/Sill 1 Jamb 5 ' P -hook 7 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS2.375" jt2.375" FOR ALL SILLS: PRODUCTREVISED RODUC Florida the ilding Code NOA-No. 17-0420.07 �' y10ENSF •.`/�(` �l �� Expiration Date 04/21 /2021 _ ��: Nov VINYL SLIDING GLASS DOOR NOA (NI) JA 10105/15 ANCHOR LOCATIONS A 8, J ROSOWSKI a� NO CHANGES THIS SHEET. � 04/05/17 NTS III 11 OF21 I9�I MD -5470.0 I&II A 8705 �OII NAL VNG A. LYNN MILLER, P.E. P.E.# 58705 HEAL? CLUSTER ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR INTERLOCKINTERLOCK CENTERLINE I �. CENTERLINE 4" °XTERIOR 1-----4— 3.22" EXTERIOR I–� 3.22" 2 -TRACK CLUSTER "C3" 2 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4„ CENTERLINE 4„ EXTERIOR EXTERIOR 3.22" m -t 3.22" 107 3 -TRACK CLUSTER "C3" `J 3 -TRACK CLUSTER'C5' ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK --a 4 INTERLOCK 4 CENTERLINE CENTERLINE EXTl ErIR[IOR ME I. EXTERIOR 3.22" —® 3.22" 3 �/ 4 -TRACK CLUSTER 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 HEADS: v 'amu' EXTERIOR 15 EXTERIGR 2 -TRACK INTERMEDIATE "+q"ANCHOR LOCATION 3 -TRACK INTERMEDIATE '+t"ANCHOR LOCATION 15 4 -TRACK INTERMEDIATE +1" ANCHOR LOCATION 5 TERIOR 3.22" V 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL CENTERLINE 4.75„ TI EXTERIOR A3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS a CENTERLINE / 4 I EwuR ,-m-----r- 3.22" 2 -TRACK INTERMEDIATE +3" ANCHOR LOCATIONS CENTERLINE 4" 1z z EXTERIOR + 3.22" R 3 -TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS CENTERLINE 4' EXTERIOR 3.22" 4 -TRACK INTERMEDIATE "+2" 4 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS 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: PRODpU'CTyREVISED with the rids \,`�j1H1111///// BuildingCode QY LYnI�Y NOA-No. 17-0420.07 `� ��•' LiCEN$F��{�% Expiration Date 04/21/2021 VINYL SLIDING GLASS DOOR NOA (NI) A 10/05/1; ANCHOR LOCATIONS B JS J ROSOWSKI COPYRIGHT02017 PGT INDUSTRIES, INC, NO CHANGES THIS SHEET. 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR x� N. VENICE, FL 34275 (941)-480-1600 SGD-5470 NTS 12 OF 21 MD -5470.0 A CERT. OF AUTH. #29296 ND, 58705 ' oil A' • . ��s •'•F�ORIDP .••' ��`` 'eS;ONAL 1ENG`�� A. LYNN MILLER, P.E. OPT.ANCH( TO AID ALIGNMEI OPT. ANCHC TO AID ALIGNMEP. . NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P -HOOK. FOLLOWING 21.6" MAX. O.G. 6�I MAX 2 -TRACK FRAME JAMB ANCHORS I• = 0 (3) WEEP NOTCHES PER END @ 1"X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X.1 9W ; /10 (1) WEEP NOTCH EVERY 24"@ 1.375" X.500" 21.6" MAX. O.C. E>7E�RIIOR 1111L 111 H11 3 -TRACK FRAME JAMB ANCHORS M AL[R3 JAMB ANCHORS (4) WEEP NOTCHES PER END @ 1"X .500" SILL (6) TRACK WEEP HOLES EVERY 24" @ 1.125" X.190"; (1) WEEP NOTCH EVERY 24"@ 1.375" X.500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS). VINYL SLIDING GLASS DOOR NOA (NI) ANCHOR LOCATIONS C COPYRIGHT 02D17 PGT INDUSTRIES, INC. d NO CHANGES THIS SHEET. J70 TECHNOLOGY DR N. VENICE, FL 34275 NTS 1,41 13 OF 21 rm"'wiaffiol SILL FIGURES PERTAIN TO THE JAMB ANCHOR LOCATIONS: Head/Sill C3+1 P-hJamb 5 ook 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 -TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2 -TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. (5) WEEP NOTCHES PER END @ 1" X.500" (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X.190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X.500" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration 1 10/05/15 Br Miami-Dac J ROSOWSKI t 1 ! v ittltIIIIII/! � PW LYN1y� i No. 58705 17—TA look SZONAL EN�'� A. LYNN MILLER, P.E. P.E.# 58705 TO HEAD 90° CORNER CLUSTER ANCHORS LAYOUT. SILL 90° CORNER CLUSTER ANCHORS LAYOUT". FIGURESPERTAINERTAINNrR SI FOLLOWING 00°CORNER SILL ANCHOR LOCATIONS: 4" 2 -TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) EXTERIOR EN (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'CY IS SPECIFIED) (USE WHERE 'C6" IS SPECIFIED) lux vvncnc -w ,o orcuirlcuI 2 -TRACK 90' CORNER EXTERIOR 'C4'ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) 15 Es 3-TRACK90'CORNER EXTERIOR "C4" ANCHOR LOCATIONS y (USE WHERE "C3" IS SPECIFIED) v 4 -TRACK 90" CORNER EXTERIOR 'C4"ANCHOR LOCATIONS IG (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. HeadiSlil �2 t Jamb 6 3) TRACK -TO -TRACK CO'K 7 DISTANCE IS 2.375" W2.3751,t2 5" FOR ALL HEADS AND SILLS: 2 -TRACK 90" CORNER EXTERIOR "C6" ANCHOR LOCATIONS n. (USE WHERE "CS' IS SPECIFIED) v 3 -TRACK 90' CORNER EXTERIOR "C6' ANCHOR LOCATIONS 2 y (USE WHERE 'CS' IS SPECIFIED) v 4" 4' �.-�— 3.22" I EXTERIOR 4 -TRACK 90' CORNER 'C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) j To IGHT02017 PGT INDUSTRIES, N. VENICE, FL 34275 (941)-480-1600 PRODUCT REVISED as complying with the Florida Building Code INCA -No. 17-0420.07 Expiration Date 04/2112021 By d No. p68705 •• F E Ofi 4��t✓: RIDPI A. LYNN MILLER, P.E. VINYL SLIDING GLASS DOOR NOA (NI) 1111 ANCHOR LOCATIONS D I18'I J ROSOWSKI NO CHANGES THIS SHEET. HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: ( SILL 135° CORNER CLUSTER ANCHORS LAYOUT. FIGURES 136'CN NER SI FOLLOWING 135' CORNER SILL ANCHOR LOCATIONS: M "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) �9 &TRACK 135'CORNER 'C4' ANCHOR LOCATIONS (USE WHERE 'CT- IS SPECIFIED) 4" 4 -TRACK 135' CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO EXTERIOR 2 -TRACK 135' CORNER "C5" ANCHOR LOCATIONS (USE WHERE 'C5- IS SPECIFIED) u 3 -TRACK 135' CORNER "C6' ANCHOR LOCATIONS (USE WHERE 'C5" IS SPECIFIED) 4 -TRACK 135' CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) 4" o 4„ EXTERIOR 2 -TRACK 135° CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) 3.22" �\7 3 -TRACK 135` CORNER "C4" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) 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/S)II 1 Jamb 5 3) TRACK -TO -TRACK P -hook 7 DISTANCE IS 2.375" V2.3751,t25" FOR ALL HEADS AND SILLS: a 4" ------- 2-TRACK 2-TRACK 135" CORNER "CB" ANCHOR LOCATIONS (USE WHERE TV IS SPECIFIED) EXTERIOR 15 3 -TRACK 135' CORNER "CB" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) EN 4 -TRACK 135' CORNER 'C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 V PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04121/2021 By `\11141111f jJ/// ONY LYNN No. 58705 f Az `'/ �0NAL 0\\\\ A. LYNN MILLER, P.E. RE4 58705 fil VINYL SLIDING GLASS DOOR NOA (NI) 1 10/05/15 MI ANCHOR LOCATIONS E IPI J ROSOWSKI 8 NO CHANGES THIS SHEET. W104105117 ®FI�Wu v IN � FIGURES PERTAIN TO THE FOLLOWINGHEA® SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: � SILL SPLICE ANCHORS LAYOUT @ IIVTE RLOCK OR ASTRAGAL. SPLICED SILL ANCHOR LOCATIONS: 4" — 3.22" 2 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C3' IS SPECIFIED) 4.75" 4 -TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS: Si7 Hea&Sill IC3 i Jamb 5 P -hook 7 a TjERIOR —PI 14-322" `J 2 -TRACK SPLICE "C6" ANCHOR LOCATIONS (USE WHERE "CS" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 4 -TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) �I.. 2 -TRACK SPLICE I"C4" ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) 3-TRACKSPLICE "C4" ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4 -TRACK SPLICE "C4" ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK —� DISTANCE IS 2.375" 2.375M 2.375" FOR ALL HEADS AND SILLS: EI 1 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. 2 -TRACK SPLICE 'C6" ANCHOR LOCATIONS (USE WHERE "C5' IS SPECIFIED) 3 -TRACK SPLICE "C6' ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) y 4�TRACK SPLICE v "C6'ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 1070 TE( N. VEN (941 )LOGY DR FL 34275 5 Head/SIII C3 1 Jamb 5 P hook 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration By 3.22" '�- ;' No, 58705' Ni40, ti ORIDPI ,/,`S;ONAL l0�`G,�•• A. LYNN MILLER, P.E. VINYL SLIDING GLASS DOOR NOA (NI) 10/05/15 ANCHOR LOCATIONS F J ROSOWSKI NO CHANGES THIS SHEET. A104/05/17 MMIJ v LEFTRIGHT .I .-PANEL PANELIISTILE_ PANEL'S RIGHT NILE TYPE c� ,STILE INTERLOCK ASTRAGAL PANEL r DOUBLE - INTERLpCK LOCKSTILE I ASTRAGAL TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL t ASTRAGAL OUTSIDE 90° ASTRAGAL INSIDE 90° ASTRAGAL OUTSIDE 135° ASTRAGAL INSIDE 135° ASTRAGAL INTERIOR OR OUT IN STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER RECEIVER EXTERIOR GLAZED INTERLOCK _ _ _ _ _ r �-"`""'"" INTENGLE RLOCK SINGLE INTERLOCK L % OUT (eaxan) (BOXPdj SINGLE INTERLOCK Lu IN faro" MOXW) a. FIXED STILE (eaxogrip foxxa) � LLI LOCKSTILE 4d tJ W/HANDLE ASTRAGAL BOX OUT MOXOM x foxau>7 ASTRAGAL W '-I co Box IN xm foxrrq 0=1N) �..i OUT. 90' ASTRAGAL CT CS CF uj z RECEIVER ASTRAGAL AT AS DF RECEIVER -- OUT. 135° ASTRAGAL VT ---- VS VF RECEIVER IN. 135° ASTRAGAL ------ RECEIVER LEFTRIGHT .I .-PANEL PANELIISTILE_ o c� ,STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. j COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 SCREEN PANEL TYPES DOUBLE INTERLOCK ASTRAGAL DOUBLE LOCKSTILE INTERLpCK LOCKSTILE I ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE INTERLOCK LOCKSTILE ASTRAGAL LOCKSTILE DS DOUBLE L INTERLOCK _ _ _ _ _ r �-"`""'"" INTENGLE RLOCK VINYL SLIDING GLASS DOOR NOA (NI) ISI PANEL TYPES III J ROSOWSKI NO CHANGES THIS SHEET. NTS 1.91 17 OF 21 04/05/17 v Ir i My PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 BY ®NY LYvv No.58705 ' /; _ I(A Cl CI &.ONAL1� A. LYNN MILLER, P.E. RE.# 58705 F� 5.875 �-{ 10.635 �� }� 540 550 291 061 .762 r� OSI 100 9 .500- . .125 �� ' `� ❑ ❑ 1.812 ® ❑ rp--I o 1.681 II®- .062 .930 1.928 100 d��]���� �� F A E SCREW 309 INTERLOCK CAP, 2 TRACK HEADIJAMB ©4 TRACK SILL COVER (PVC) ANCHOR PLATE 09 TRACK INSERT 10 EXTENDED POCKET 5.178 ■ ■ " ■1.813@) 3 TRACK HEAD/JAMB �il7rlAr�ll�� 0. _ A1.8 � .: i� © 4 TRACK HEADMAMB 1.570 1 - --11,625 2.833 2.368 1 111211 .300 110 ---I- TOP, BOTTOM 25 AND STILE REINFORCEMENT -3,452- E -3.452C .300 0135° CORNER 35 ASTRAGAL im 26 TOP, BOTTOM AND STILE COMPOSITE REINFORCEMENT = .120 -J-__41 4 .182 ® INTERLOCK.300 REINFORCEMENT, STANDARD 1 ZIA 3.209 .125 75 .070 4 36 135° CORNER OPASSIVE MOUNT .210 rk 11.261 82 BEVELED BEAD .252 -� 1.261 83 1-1116" � OGEE BEAD 1.595 3.483 .120 J --P4 I -a- .182 INTERLOCK.400 REINFORCEMENT, HEAVY-DUTY 060 3.713 1.170-G� 37 135° CORNER ASTRAGAL CAP, EXTERIOR }� 1.000 252 231 060 �'j 2.060 �I 100 062 1.613 1.435��� 1.983 080 - .949 �1 4 .ase 060 BOTTOM RAILOUTER SILL SILL TRACK 11 SUPPORT 12 COVER 13 COVER 17 P -HOOK ADAPTOR 18 P -HOOK 094 125 .540 -} 540 291 061 f .229 2.975 2.141 �� .5000 r� 3.000 LL .6V26 I 2� 0750 1.406-� _®41_1_.062 f�L-.062 .329 19 EXTENDED(g KEEPER D BAR GOVERMENT # RREIINFORCEMENT ® FIXED PANEL CLIP ® BAR REINFORCEMENT KEEPER KIL F- 2.291 ASTRAGAL REINFORCEMENT ---f .046 C-_- .500 29 38 135° CORNER ASTRAGAL CAP. INTERIOR 3.247 2.696 125 DO 070 .075 4. 312 2.210 --,090 2.116 :731; .-. 2.710 100 EXTENDED POCKET INTERLOCK 30 INTERLOCK ADAPTER 31 ADAPTER 3.326 fWf 3.345 E! y 1; D_ *7 PANEL STILE, TOP 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL 0919 3.345 AL II ,060 065 [ .919 NOTES: 1) SEE SHEET 4 FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 39 90* ASTRAGAL 90* CORNER 40 ASTRAGAL CAP, 41 ASTRAGAL CAP, IN INCH90'CORNER 3) ALL ES. EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA (Ni) 10/05/15 F EXTRUSIONS I t J ROSOWSKI Bojo® coarnirwr®2o» ac -r wousraies. iNc oil NO CHANGES THIS SHEET. 04/05/17 1070 TECHNOLOGY DR N. VENICE, FL 34275 NTS JAI 18OF21 RoAl MD -5470.0 (4$1A I-- 2.838 - 1 FF 2.073T 9 100 L ® INTERIOR JAMB COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 By OjAY'LYNIV �1�,.•'' 41GENSF •. �(��' No. 58705 STA bf. '///701VALi A. LYNN MILLER, P.E. P.E.458705 1) INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAL} JAMB TO HEAD INTO FRAME JAMB CLIP INTO ATTACHMENT (4) CLIP ANCHOR PANEL &SUBSTRATE, HEADER ASSEMBLY TYPE AS USED o USING 4 INSTALL ONE BLOCK AT BLOCK IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK, TABLE A, SHEET 1 r ANCHORS, SEE AT ASTRAGAL, INSTALL ONE BLOCK THAT /�sa (3) AT #10 X ® TABLE 1 SPANS BOTH PANELS. 1.5-SMS /� I 23 FIXED PANEL CLIP\ INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. A l l AGH VVI I H #C A 'I -1 /4 @ 34-1/2" MAX O.C. (4) THRU KEEPER @ MAX 3.5' O.C., SEE SHEET 19 -- INTERIOR \ / NOTES EXTERIOR 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-15 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 0, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2) #10 X 1" SMS $ VINYL SLIDING GLASS DOOR NOA (NI) A THROUGH SUPPORT, sz _ INTO PANEL PANEL ACCESSORIES INSTALLATION J R( 93 #lox ASSEMBLY -]Y- I F ® `> S R ® 1-1/2" SMS INTERLOCK SILL DETAINER COPYRIGHT®2017 PGT INDUSTRIES, INC. CORRECTED #96 ALL PANEL CORNERS ALL RIGHTS RESERVED CLIPATTACHMENT WELDED, NO ASSEMBLY 1070 TECHNOLOGY DR INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 SGD-54701.11 NTS It 19OF21 Intl MD -5470.0 I6eIA REVISED with the Florida Expiration Date ��.. •'• UGE'Nsfi •,•�7�1� r No. 58705 .. IT N V \ F��RIDP .••• ���� A. LYNN MILLER, P.E. P.E.# 58705 HORIZONTAL SECTION EXAMPLE VERTICAL SECTION EXAMPLE .875 �- 1.993 tn0 BOX SCREEN TOP RAIL 1.020--1L[[o f 1.I � .062 BOX 103 SCREEN INTERLOCK F1.306 11.343 r� 050r BOX SCREEN 106 ASTRAGAL ADAPTER .875 I 1.993 4 .062 BOX SCREEN 101 BOTTOM RAIL 1.593 055 BOX 104 SCREEN SNAP-ON BUG FLAP 055 07 X SCREEN SILL ADD-ON 1.020 ��— 1.8jj74 1-.._ I -11--.062 BOX SCREEN 10z SIDE RAIL ---11.373 11 T -' 1.833 BOX SCREEN 105 OXO ASTRAGAL ADAPTER —may 1.487 1.51>� 060 BOX SCREEN HEAD 10e AND JAMB ADD-ON HORIZONTAL SECTION EXAMPLE VERTICAL SECTION EXAMPLE 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 HORIZONTAL SECTION EXAMPLE 1.081 1.202 1.778 1.778 835 50 — -a 050 .045 BEEN z1 SCREEN t22 SCREEN OXO WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER PRODUCT REVISED as complying with the Florida 1.435 Building Code 1—.725 NOA-No. 17-0420.07 .765 782 Expiration Date 04/21(2021 BY _._ .062 Miami -Dad roduct Control 1z3 SCREEN VINYL 124 FRAME SILL ASTRAGAL SCREEN ADAPTER ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (NI) III SCREEN DETAILS IImtj J ROSOWSKI 1kl NO CHANGES THIS SHEET. 19104105/171 NTS ISI 20 OF 21 MD -5470.0 19'� j A �.� \ \9�Y�77 �. No. 58705 14171E rFrk / •. A' ORIDP N� S ir0I 1VAL0 k\"' A. LYNN MILLER, P.E. P.E.# 58705 TABLE C: #7 Part# Description Material 1 19001 2 -Track HeadlJamb Rigid PVC 2 19002 2 -Track Sill Rigid PVC 3 19025 3 -Track Head/Jamb Rigid PVC 4 19026 3 -Track Sill Rigid PVC 5 19027 4 -Track HeadiJamb Rigid PVC 6 19028 4 -Track SIII Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 6063 T6 Alum. 9 19007 Track Insert 6063-T6 Alum. 10 19084 Interlock Cap - Extended Packet Rigid PVC 11 19036 Bottom Rail Support 6063-T6 Alum. 12 19W6A Outer Sill Cover 6063-T6 Alum. 13 19011 SIII Track Cover Rigid PVC 17 19032 P -Hook Adapter 6063-T6 Alum. 18 19020 P -Hook 6063-T6 Alum. 19 19047M Extended Keeper 6063-T6 Alum. 20 19029M Keeper 6063-T6 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Clip 6063-T6 Alum. 24 19035M Reinforcement Plate 6063-T6 Alum. 25 26 19017M 19046 Top Rail, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. Composite 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M lAstragal Reinforcement 6005 T5 Alum. 30 1 19083 lExtended Pocket Interlock Adaptor 6063-T6 Alum. 31 1 19005 1 Interlock Adaptor Rigid PVC 32 1 19008 jAstragal Add-on Rigid PVC 33 1 19004 jPenel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-116 Alum. 35 19075 135° Comer Astragal 6063-T6 Alum. 36 19077 135' ComerAstragal Passive Mount 6063-T6 Alum. 37 19079 135° Comer Astreggal Cap - Ext. Rigid PVC 38 19080 135° Comer Astragal Cap - Int. Rigid PVC 39 19078 90" Comer Astragal 6063-T6 Alum. # I Rart# Description Material 40 19081 90" Comer Astragal Cap - Ext. Rigid PVC 41 19082 90" Comer Astragal Cap - Int. Rigid PVC 42 19085 Sill Riser- (2-1/2") 6063-T6 Alum. 43 19022A Sill Riser- (3-1/2") 6063-T6 Alum. 44 19023A Sill Riser -(4-1/16") 6063-T6 Alum. 45 19024A Sill Riser - (4-5/8") 6063-T6 Alum. 50 718609W .187" x .320" Finseal (Stile) ?�Da3 T6 AI 51 71695K 1-1/2" x V x 314" Fin Seal Dust Plug 60£3 Tc Al 52 71696 Dust Plug SS 60 415041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller -Assembly Nylon 63 7BX75FPTX #8 x 314" Ph. FH SMS @ Roller & Reinf. SS 64 419042 Frame Header Block Nylon 65 48052 RollerAdj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76XI14FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 68 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 70 71032X1 FPFX 10.32 x 1" Ph. FH MS @ Lock SS 71 vedes Handle Kit Cast Zinc 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See Sheat 10 for 77 Quanex DuraseaE Materials 76 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE -7100 Backbedding Silicone 82 19044 1-1116" Beveled Bead Rigid PVC 83 19045 1-1/113" Ogee Bead Rigid PVC 86 71726K Setting Block 1" x 4" x 1/161, 85 +/- 5 dura. Neoprene 90 781 PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 TBX114PHPT41OX #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar SS 92 710X1 PHPT18.8X #10 x 1" Ph. PH SMS @ Rall Support SS 93 71OX116PPX #10 x 1-112" Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.5PHPT18-8X #10 x 2-112" Ph. PH SMS @ Reinf. Plate/Ast. SS 95 71420)2.25FPFX #12 x 2-114" Ph. PH SMS @ Hdr. Block SS 96 71OX1.75PPX #10 x 1-3/4" Ph. FH SMS @Ast. Mount SS 97 710X34PPX #10 x 314" Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX #10 x 2" Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS # 14-16, 4649, 53-59, 72-74,80, 81, 84, 85, 87-89, 98 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. in-- I COPYRIGHT02017 PGTINDUSTRIES, N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS DOOR NOA (NI) PARTS LIST NO CHANGES THIS SHEET. TABLE D: BOX SCREEN # 100 Part# 12256 Description Box Sorean Top Rail htaterbal 6083 T5 AI 101 12257 Box Sc;een Bzilcm Rail .783 T': A€ 102 12258 Box S ee,n Side Rai€ 6063 T5 AI 1€73 84428 Ez.x Scres,n Inie, cct 6083 TS AI 104 17347A Box Screen Snap -on Bug Flap 6063 T6 Al 105 6434E Box Screen OXO Astragal Adaptor 6783 Tc All 103 17MS Box Screen Astragal Adapter 6-063 T5 AI 177 1E039 Box Screen Frame Sill Add-on ?�Da3 T6 AI 108 19036 Sax Screenrtead!Jarno Add-cn 60£3 Tc Al 10z 724X1X #14.40 x V MIS a, Tap Raid SS 110 720X112X #14-20)(, 1-1fZ hAS @ Bottom, Rail cc 111 71793G 'Arsip 270" x AEC - Fin Seal SS 112 61MK n/stp, .137"x ,SOT @ Bug Flap SS 113 7SRAZ IStandard Rbl'sr Nvlcn 114 75RAX HDP.oilsr SS 115 vedes Seised Lccking Hardr.are Steel 116 41E7E3 Screen Keeper Sisal 117 76XIPP.A #8x 1" Ph. PH SMS Steal 118 1692x3/4 Screen Spline -.160"&.1c5 :,fin;i 119 1516027 Screen Clrah Ftce.giass TABLE E: STANDARD SCREEN # _ Part# Description Material 120 12033 Screen Frame Rail 6063 T5 AI 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 190126 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 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheel Assembly (HD) SS 129 varies Screen Looking 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 1692/3/4 Sc can Spline -.145' Vinyl 133 1816C20 IScreen Cloth Fiberglass PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 Expiration Date 04/21/2021 10/05/15 By �— Miami -Dade oduct Control J ROSOWSKI $9104/05/17 NTS IAI 21 OF 21 IAL2I MD -5470.0 I9�IA `ttltlltllll// a1AY•LYNy F ;' No. 5870.5 ' T TE F ZC/� ZO/VAL A. LYNN MILLER, P.E. P.E.# 58705