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HomeMy WebLinkAboutAPPROVED-NOA 17-0420.04 SGDairy-� x. 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 "SGD-780" Aluminum Sliding Glass Door w/900 & 1350 corner (Reinf/Non-Reinf)— L.M.I. APPROVAL DOCUMENT: Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets I through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by Anthony 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 Limitations: I . Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ff. The inside/outside 90' & 13 5' corner units are limited to straight panel each corner side per tables 1 thru 3. 2. See sheets 7 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement and anchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3. Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement to be reviewed by Building official. 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 fled 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 and renews NOA #16-0629.10 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 Ishaq I. Chanda, P.E. �tiar��•eAoe COUNTY Expiration No. 17-0420.04 � a Expiration Date: August 02, 2022 Approval Date: July 27, 2017 t" Page 1 PGT_ Industries, Inc_. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. MD-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets I through 18 of 18, dated 10/05/15 and last revised on 07/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked up drawings and installation diagram of Aluminum SGD (w TPS, Super, Cardinal & Duraseal spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed and sealed by Idalmis Ortega, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum SGD w/1350 interior/Exterior corner & interior pocket mount, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis Ortega, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files # 12-0516.04) Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL-5619, dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on 07/17/17, complying with FBC-2017 (61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) 2. Glazing complies w/ ASTME-13 00-02, 04 & -09. shaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc.) for the "Trofosil Ultra clear & color PVB Interlayers (former Butacite)", expiring on 07/08/19. F. STATEMENTS l . Statement letter of conformance to FBC 2017 (6th Edition) and FBC 2014(5th edition), prepared by PGT, dated July 17, 2017, signed and sealed by Lynn Miller, P.E. 2. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) 3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.E. 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA 916-0629.10, expiring 08/02/22. 2. Test proposal # 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 2022 Approval Date: July 27, 2017 E-2 SERIES 780, -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING INT./EXT. POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-113% 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 CURRENT FLORIDA BUILDING CODE. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) APPLICABLE TEST REPORTS: FTL-5254, 5273, 5618, 5619, 8322, 8374 & ATI-81241.01-401-18. TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance M m Embedment ar Metal Thickness #12 410 SS SMS (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0,55) 9116" 718" 1-3/8" 6063-T5 Aluminum 318" 9/16" 0.063" A36 Steel 30 9/16" 0.050" Gr. 33 Steel Stud 318" 9116, 0.045" (18 Ga) A All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" 1/4" Elco Aggre-Gator@ Jamb I P-hook Filled Block (ASTM C90) 2" 3" 2" Jamb I P-hook Hollow Block (ASTM C90) 2" V. 1-1/4" All Southern Pine (SG = 0.55) V 1" 1-3/8" Fy=57 ksi, F„=96 ksi B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.063" A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 318" 9116" 0.045" (18 Ga) C 1/4" Elco UltraCon® Fy=155 ksi, F,, 177 ksi All Concrete (min. 2.85 ksi) 1" 4" 1-318" Jamb / P-hook Hollow Block (ASTM C90) 1" 6" 1-114" 1/4" Elco UltraCon@ All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-34' Jamb 1 P-hook Hollow Block (ASTM C90) 2-112" 6" 1-114" Fy=155 ksi, F,=177 ksi D 1/4" 410 SS Elco CreteFlex® Head/ Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" Jamb 1 P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3I4" Jamb 1 P-hook Hollow Block (ASTM C90) 1-314" 6" 1-1/4" All Southern Pine (SG = 0.555) 1" 1" 1-3/8" Fy=127.4 ksi, F„=189.7 ksi I 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33-KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. CODES 1 STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 eAISI S100-12 •AISC 360-10 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1-3 & Cl-C2 ON SHEETS 7 & 8 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES........ 7-8 EXAMPLES ......................... 9-10 GLAZING DETAILS............ 11 ANCHOR LOCATIONS ....... 12-15 PANEL TYPES ................... 16 EXTRUSIONS .....................17 PARTS LIST........................18 TABLE B: SEE DETAILS ON SHEET 11 Glass Type Description (Listed from Exterior to Interior) Table Sheet # # 1 7/16" Laminated: (1) Lite of 3116" ANN Glass and (1) Lite of 3/16" HS Glass with .090" PVB Interlayer 2 7 2 9/16" Laminated: (1) Lite of 1/4" ANN Glass and (1) Lite of 1/4" HS Glass with .090" PVB Interlayer 2 7 3 1-1/16" Laminated I.G.: 3116" T Exterior Cap + 7116" Air Space + 7/16" Laminated consisting of (1) Lite 2 7 of 3/16" ANN Glass and (1) Lite of 3/16" HS Glass with .090" PVB Interlayer 4 1-1/16" Laminated I.G.: 1/4" T Exterior Cap + 3/8" Air Space + 7/16" Laminated consisting of (1) Lite of 2 7 3/16" ANN Glass and (1) Lite of 3116" HS Glass with .090" PVB Interayer 5 7116" Laminated: (1) Lite of 3116" ANN Glass and (1) Lite of 3116" HS Glass with .090" SG Interayer 1 7 6 9116" Laminated: (1) Lite of 1/4" ANN Glass and (1) Lite of 1/4" HS Glass with .090" SG Interayer 1 7 7 7/16" Laminated: (2) Lites of 3/16" HS Glass with .090" SG Interlayer 3 8 8 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Interayer 3 8 9 1-1116" Laminated I.G.: 3/16" T Exterior Cap + 7/16" Air Space + 7/16" Laminated consisting of (1) Lite 1 7 of 3/16" ANN Glass and (1) Lite of 3116" HS Glass with .090" SG Interayer 10 1-1/16" Laminated I.G.: 1/4" T Exterior Cap + 318" Air Space + 7/16" Laminated consisting of (1) Lite of 1 7 3116" ANN Glass and (1) Lite of 3/16" HS Glass with .090" SG Interayer 11 1-1/16" Laminated I.G.: 3116" T Exterior Cap + 7116" Air Space + 7/16" Laminated consisting of (2) Lites 3 8 of 3116" HS Glass with .090" SG Interayer 12 1-1/16" Laminated I.G.: 1/4" T Exterior Cap + 318" Air Space + 7116" Laminated consisting of (2) Lites of 3116" HS Glass with .090" SG Interlayer 3 8 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 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 CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 GENERAL NOTES AR J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 UPDATED TO FBC 2017, REV. TABLES 1-3 �J-%�04/05117 CERT. COPYUTH.#2 2 17 SGD-780 NTS 1 OF 18 MD-780.0 PGT INDUSTRIES, INC. „ o a � B ALL RIGHTS RESERVED PR100vc f' REVIgm 45 p1 .. mw Dafe27 q� * No. 58705 * - If 17 // ZONAL �1 A. LYNN MILLER, P.E. P.E.# 58705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 I MAX. UNIT to HEIGHT PER TABLES 1-3 I °z Iw POCKET f N k —nv --� 1-PANEL a CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PAN[ PER Tp MAX HE PER TA I MAX. UNIT NOM. PANEi PER TAE MAX HE PER TA MAX. UNIT WIDTH VVIU I H WIDTH LESLES 1-3-3 a A .UNIT 3 GHT 3 T E BLES 1-3 �LJL�l — 2-PANEL CONFIGURATIONS a NOM. PANI PER TI p 13 3 I ° MAX i Im s Iw HE °z PER TA Iw POCKET NOM. PANEL WIDTH PER TABLES 1-3 3 MAX. UNIT HEIGHT PER TABLES 1-3 1 WIDTH BLES 1-3 IVIAA. uIll I VVIU I r1 E a 3 UNIT 3 B 3 3 3 3 GHT BLES 1-3 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: _J�14..--J _L WIDTH ,BLES 1-3 MAX. UNI I VVIU I H f a I A UNIT 3 $U3 GHT 3 BLES 1-3 3-PANEL CONFIGURATIONS jL 4 u�11kiIIti►ITIId9:1 NOM. PANT PER TE I D 3 to Im MAX 6 HE I� to P w TABL POCKET I Ir4 3 3 3 3 3 3 / 6-PANEL CONFIGURATIONS =L WIDTH ,BLES 1-3 + MAA. UNI I VVIU I H a 3 UNIT B 3 3 GHT 3 3 3 ER ES 1-3 4-PANEL CONFIGURATIONS a MAX. UNIT WIDTH NOM. PANEL WIDTH E PER TABLES 1-3 G D i MAX. UNIT H 10 6 1w HEIGHT PER / 5 O / U SEE NOTE 2, THIS TABLES 1-3 / / SHEET. z 0 Iw o POCKET jy CORNER, TYP. a OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 3 3 MAX. UNIT HEIGHT PER TABLES 1-3 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �---DETAIL LETTER 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT' �—SHEET NUMBER e 3 B 3 3 3 3 3 t3 3 3 8-PANEL CONFIGURATIONS Iw POCKET 1 "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - 7.875" "0" = INOPERABLE PANEL DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47" p11 = POCKET DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 CONFIGURATIONS ;�tJ ROSOWSKI a NO CHANGES THIS SHEET. xQ 04/05/17 I SGD-780 11 NTS I f 2 OF 18 Q1 MD-780.0 z B 070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #E29296 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED _1�IF- -J \,��tiltrllrrrrr LYNN�j`�.,. 2� 4\CENSE ' * No.58705 =� . �_ Q ST IONAL E� A. LYNN MILLER, P.E. P.E.# 58705 OPT. 1X OR 2X WOOD BUCKSTRIP, METAL TYP., SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1 DETAIL Al DETAIL 131 DETAIL C1 IDETAIL D1 NOTE 4, SHEET 1; MIN, OF 3 CONCRETE/CMU PER THRU I WOOD ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE ANCHOR REQUIREMENT INTO MASONRY FACING EXT. METAL SUBSTRATE - FRAME WIDTH NOM. PANEL WIDTH - TYP. ANCHOR TYPE, � g1 EMBEDMENT AND z1 12" FIXED "0" PANEL BRACKET EDGE EDGE DISTANCE PER @ TOP AND BOTTOM 89 r SUBSTRATE,SEE 31 92 zs DISTANCE TABLE A, SHEET 1 & ------ NOTE 3, BELOW DAYLIGHT I a4 �e5 e a a OPENING WIDTH i 83 4s I 60 ����_ 1-112" FROM I s0 EACH END EMBEDMENT - i I 30 EXTERIOR + I I ° I 31 EDGE DISTANCE 25 EDGE a a EXTERIOR28 I 21 DISTANCE SEE TABLES 1-3 a.. v i I OR 29 REINFORCEMENT MAX. I I EXTERIOR I REQUIREMENTS I - I 114" MAX. - 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE ---------------- J -TYP. ANCHOR TYPE, EMBEDMENT AND EDGE HORIZONTAL SECTION (XXO SHOWN) ------_DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL B2 — DETAIL C2 IDETAIL D2 ASTRAGAL FACING iNT. INTERLOCK INTO MASONRY -- 21 SEE TABLES a -- 25 1-3 FOR 31 f INTERIOR REINFORCEMENT EDGE DISTANCE 29 REQUIREMENTS j 32 90 as s1 - " TYP. ANCHOR TYPE, I - Y EMBEDMENT AND s� a EDGE DISTANCE 63 30 PER SUBSTRATE, 82 SEE TABLE A, SHEET I 31 67 1 & NOTE 3, BELOW 26 46 ° 61 OR* EMBEDMENT , CONCRETEICMU EXTERIOR 112 124 123 112 PER ANCHOR 122 119 MAX. REQUIREMENT QU 1I4" � � HORIZONTAL SECTION (XO SHOWN) DETAIL A2 INTO 2X WOOD — EMBEDMENT 114" MAX. 1 DAYLIGHT OPENING WIDTH 44 NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR LOCATIONS & SPACING FOR EACH TRACK CONFIGURATION. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. 5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. I----- ---- ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 INSTALLATION, HORIZONTALX-SECT. ftj J ROSOWSKI I la NO CHANGES THIS SHEET. 04/05/17 I SGD-780 NTS , 3 OF 18 c z° MD-780.0 a z B 070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED EMBEDMENT PRObvc f Rvi m fs emplying Wilk tee. hpg cc AmptaaceNe 17-4a.o pNY .LYNN Z No.58705 O- AE F - 70NAL A. LYNN MILLER, P.E. P.E.# 58705 DETAIL E1 INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT ° v 1 /4" MAX. 114" MAX. SHIM SHIM 110 TYP, ANCHOR 1X OR 2X TYPE,--// WOOD EMBEDMENT BUCKSTRIP, 27 AND EDGE SEE ANCHOR DISTANCE PER NOTE 3, SUBSTRATE, SHEET 1 SEE TABLE A, SHEET 1 & NOTE 3, BELOW DAYLIGHT 61 OR 62 OPENING HEIGHT EXTERIOR a OPT. TALL BOT. RAIL DETAIL E2 INTO WOOD EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL E3 CONCRETE/CMU PER DETAIL E4 INTO MASONRY ANCHOR REQUIREMENT INTO METAL EDGE DISTANCE - lu v°e lEL 9 v EMBEDMENT EMBEDMENT i-1114" MAX. SHIM , TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PANEL HEIGHT FRAME HEIGHT v ° ° v u b q /4" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW nInT1=c OPT. SCREEN TRACK ADDON; SIMILAR FOR HEAD AND JAMB, 2-4 TRACKS .062 .713 3.630 SILL RISER 15 (4-1/2" TOTAL SILL HEIGHT) 13 .713 I 062 I �I I I �II III•I I�Ilrlf �Il■i.'•I • 11-11y hII0T, Eli ^II� 1-5/8" TOTAL SILL RISER 17 SILL HEIGHT (1 -5/8" TOTAL mill I � �� 1 1SILL HEIGHT) rt s EDGE •, ■ 114Y SHIM0 p �a EDGE DISTANCE ° TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND 2X WOOD z EMBEDMENT AND EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER CONCRETE/CMU SUBSTRATE, SEE FRAMING, SEE SUBSTRATE, SEE PER ANCHOR DETAIL F1 TABLE A, SHEET 1 & ANCHOR NOTE 3, DETAIL F2 TABLE A, SHEET 1 & REQUIREMENT INTO MASONRY NOTE 3, BELOW SHEET11 INTO WOOD NOTE 3, BELOW VERTICAL SECTION VERTICAL SECTION .078 T .713 4A09 SILL RISER 9 6 (5-1 /4" TOTAL SILL HEIGHT) .062 r......._ .713 1.878 SILL RISER 13 (2-314" TOTAL SILL HEIGHT) DADS APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING FOR EACH TRACK CONFIGURATION. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7-8, .062 - .713 2.628 SILL RISER (3-1/2" TOTAL SILL HEIGHT) ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY D. N. VENICE, FL 34275 INSTALLATION, VERTICAL X-SECT. h� J ROSOWSKI (941)-480-1600 4 CERT. OF AUTH. 1129296 NO CHANGES THIS SHEET. a 04/05/17 COPYRIGHT ©2017 PGT INDUSTRIES, INC. SGD-780 NTS�1[ 4 OF 18 4 z MD-780.0 a z° B ALL RIGHTS RESERVED ORUC f RE C-� c,30PIAug IL' ysplra�t I t, - & t c-". (L'�--\- .�� pNY •�YNN/yj �'�. * No. 58745 # =��7 tT F ((� OR%D�` •' ��� 111111100 A. LYNN MILLER, P.E. P.E.# 58705 n DETAIL G'f 135' INSIDE CORNER 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 1-3. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. -1 /211 AX. O.C. ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 CORNER ASTRAGAL HORIZ. X-SECT. J ROSOWSKI (941)-480-1600 0 CERT. OF AUTH. #29296 NO CHANGES THIS SHEET. 4 04/05/17 COPYRIGHT ©2017 PGT INDUSTRIES, INC. SGD-780 NTS 5 OF 18 ? z MD-780.0 a z B ALL RIGHTS RESERVED bugebg cmk A rpftatcNo —6V •[� s° a Ec k \ BONY LY NN 4,,`''�,�. � • �,�c�nrsF • /tF ; No. 58705 �� I s• ,` /ONAL 1111100\ A. LYNN MILLER, P.E. P.E.# 58705 OPTIONAL NOW STRUCTURAL 0 ANCHORSFOR INTERIOR POCKET JAMB EXTERIOR ° a a °o INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO PREVENT WATER INFILTRATION. DETAIL 11 ILI' o INTO MASONRY A 114" MAX. POCKET BY OTHERS, SEE NOTE 6 BELOW. °o TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & EXTERIOR NOTE 3, BELOW a 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 EDGE DISTANCE EMBEDMENT 114" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EXTERIOR a EDGE DISTANCE INTERIOR POCKET EXTERIOR POCKET EMBEDMENT 1 EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW so SEE NOTE 4, BELOW EMBEDMENT EXTERIOR 1} aI EDGE DISTANCE 114" MAX. EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT EMBEDMENT i EDGE DISTANCE EE NOTE 4, BELOW EXTERIOR - EMBEDMENT DETAIL 12 INTO MASONRY CONCRETE/CMU EXTERIOR POCKET —PER ANCHOR REQUIREMENT EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP OR DISTANCE PER FRAMING, SEE ANCHOR SUBSTRATE, SEE TABLE A, NOTE 3, SHEET 1 SHEET 1 & NOTE 3, BELOW 4 i EMBEDMENT EMBEDMENT i EDGE DISTANCE so SEE NOTE 4, BELOW 114" MAX. 38 NOTE 4, BELOW DETAIL 14 30 EXTERIOR INTO 2X WOO❑ 45 a NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING. 4) #10 X 314" SMS @ MAX. 5-112" FROM ENDS & 12" MAX. O.C. 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. EXTERIOR POCKET ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 P-HOOK EXAMPLES, HORIZ. X-SECT. l m J ROSOWSKI (941)-480-1600 A CERT. OF AUTH. #29296 NO CHANGES THIS SHEET. aq 04/05/17 COPYRIGHT © 2017 PGT INDUSTRIES, INC. SGD-780 I NTS 6 OF 18 z MD-780.0 z° B ALL RIGHTS RESERVED ODUC f E as compbing wilh dw -coned �I111lIf�jr '4' �yGENSF `rF * No.58705 T TE i .�CORIDP. N 10NAL A. LYNN MILLER, P.E. P.E.# 58705 T❑RI P:'I• Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For corner astragal anchorage on 90' & 135' comer units, see sheets 14 & 15 Table applies to Glass Types 5, 6, 9 & 10 containing ANN-HS SG Laminated Glazing, Reinforcement (part #29) is not required in the Exterior Interlock Door Unit Height 80" 84" 96" 108" 120" 77-3/4" Panel Height' 81-3/4" Panel Height"* 93-3/4" Panel Height" 10"/4" Panel Height"* 117-314" Panel Height'** Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A--B- C D A I B C D A I B I C D A I B I C 1 D A B I C D Design Pressure +80 / -80 psf +80 / -80 psf +80 / -80 psf +60 / -70 psf +60 / -70 psf 28-1/8" Head/Sill C4+1 1 C4+1 C4+1 C4+1 64+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 36" DLO Jamb 8 6 6 6 8 8 8 S 10 8 8 S 10 8 8 8 10 10 10 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 14+4 4+4 5+5 5+5 1 5+5 1 5+5 5+5 5+5 5+5 5+5 L v m o c_ 42" 48" 34-1/8" DLO 40-1/8" DLO Design Pressure +80 / -80 psf +80 / -80 psf +80 / -80 psf +60 / -70 psf +60 / -70 psf Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 C4+2 C6+2 C6+2 C6+1 C6+1 C6+2 C6+2 C6+1 C6+1 Jamb 8 8 6 6 8 8 8 8 10 10 1 8 8 10 101 8 8 12 10 1 10 10 P-hook Design Pressure 4+4 4+4 4+4 4+4 +80 / -80 psf 4+4 4+4 4+4 4+4 +80 / -80 psf 4+4 4+4 4+4 4+4 +80 / -80 psf 5+5 5+5 5+5 5+5 +60 / -70 psf 5+5 5+5 5+5 5+5 +60 / -70 psf Head/Sill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 C4+2 C6+2 I C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 Jamb 8 8 6 6 10 8 8 8 10 10 8 8 12 10 8 $ 12 12 10 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 54" 46-118" DLO Design Pressure +80 / -80 psf +80 / -80 sf +80 / -80 psf Not available in these sizes Head/Sill C4+3 C4+3 C4+2 C4+2 C6+3 C6+3 C4+ C4+2 C6+3 C6+3 C6+2 C6+2 Jamb 10 8 6 6 10 8 11 8 8 12 E4+]41] 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 60" 52-1/8" DLO Design Pressure +80/-80psf +80/-80 psf 776.2 / -76. 2 psf • Head/Sill C6+3 C6+3 C4+3 C4+3 C6+3 C6+3 C6+3 C6+3 C6+3 C6+3 C6+3 C6+3 Jamb 10 8 6 6 10 1 10 8 8 12 1 12 1 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 1 5+5 1 4+4 4+4 *+/- 80.0 PSF FOR GLASS TYPES 6, 9 & 10. ""SEE FORMULAS BELOW TAR! P 9: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For corner astragal anchorage on 90' & 135' corner units, see sheets 14 & 15 Door Door Unit Height Table applies to Glass Types 1 - 4 so" containing ANN-HS PVB Glazing. 77-3/4" Panel Height"" 93-3/4" Panel Height" Reinforcement (part #29) is not Anchor Group Anchor Group required in the Exterior Interlock. A I B I C D A B I C D Design Pressure +65 / -65 psf +65 / -65 psf 28-118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 6 6 6 6 8 8 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 Design Pressure +65 / -65 psf +65 / -65 psf 34-118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 o- 42' DLO Jamb 6 6 6 6 8 B 1 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 1 4+4 t 4+4 4+4 0 Design Pressure +65 / -65 psf +65 / -65 psf Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 40-1/8" 48" DLO Jamb 8 6 6 6 10 8 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 **SEE FORMULAS BELOW DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 225" TABLE Cl: Water -Limited (+) Design Pressure SIII Riser Total Sill Height Max. (+) DP Allowed 12 1-5/8" See Note 2 13 2-3/4" +50.0 psf 14 3-1/2" +73.3 psf 15 4-1/2" +80.0 psf 16 5-1/4" +80.0 psf 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 C1, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C4+1, 4 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE. EXTERIOR. UUSED IN EXAMPLE 2, SHEET 10 FIG 1: OH LENGTH = DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR = O GREATER THAN THE OVERHANG HEIGHT 1S EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 OR 2 AND TABLE C1 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLES 1 OR 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 DP & ANCHOR QUANTITY TABLE 1 .t J ROSOWSKI 1 (941)-480-1600 a UPDATED TABLES 1 & 2. 1x$ 04/05/17 SGD-780 111 NTS 7 OF 18 2 MD-780.0 14116 CERT. OF AUTH. #29296 COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PRONG Ir REVIEW a9 v9ffiP1yiQffw 9-'Ukung coea Amptia No i 7-6 V20v,N LYNN�'%,. * No. 58705Cr _ 4U Q� S A O ((� s� �40RION 'Cl. /// ZONAL t9- rllllt A. LYNN MILLER, P.E. P.E.# 58705 TABLE 3 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For corner astragal anchorage on 90' & 1350 corner units, see sheets 14 & 15 Table applies to Glass Types 7, 8, 11 & 12 Door Unit Height 80" 84" 96" 108" 120" 132" 144" Reinforcement (part #29} is required in the Exterior Interlock 77-3/4" Panel Height*" 81-314" Panel Height"" 93-3/4" Panel Height"" 105-3/4" Panel Height'" 117-314" Panel Height" 129-3/4" Panel Height"" 141-3/4" Panel Height*" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 B 1 C D A I B C I D A B C D A B I C D A B C D A I B I C D A B 1 G D Design Pressure + 105 / -115 psf +105 / -115 psf +105 / -115 psf + 105 / -115 psf +105 / -109 psf +98 / -98 psf +89 / -89 psf 22-1/8 Head/Sill C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 30" DLO Jamb 10 8 6 6 10 8 8 8 10 10 8 8 12 12 8 8 14 12 10 10 14 12 10 10 14 12 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 Design. Pressure +105 / -115 psf +105 / -115 psf +105 / -115 psf + 105 / -115 psf + 1051-115 psf + 101.61-111.2 psf +77.91-85.3 psf 28-1/8" Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+1 C8+1 C8+1 C8+1 36" DLO Jamb 10 10 8 6 10 10 8 8 12 12 10 8 14 12 10 8 16 14 12 10 18 16 12 10 14 14 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 5+5 5+5 5+5 5+5 6+6 6+6 6+6 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 Design Pressure + 105 / -115 ps f +105 / -115 psf +105 / -115 psf + 105 / -115 psf + 105 / -115 psf +88 / -96.4 psf +67.3/-73.8 psf 34-118" Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C10+2 C10+2 Ca C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 42" DLO Jamb 12 10 8 6 12 10 8 8 14 12 10 8 16 14 12 10 18 16 12 iD 18 16 12 10 14 14 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 6+6 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 a Design Pressure + 105 / -115 psf + 105 / -115 psf +105 / -115 psf +105 / -115 psf +105 / -115 psf +78 / -85.4 psf +59.6 / -65.2 psf m 40 118" Head/Sill C6+3 C8+3 C6+3 C6+3 C6+3 C6+3 G6+3 C6+3 C8+3 C8+3 C8+3 C8+3 C10+3 C10+3 C8+3 C8+3 C10+3 C1D+3 C10+3 C10+ C8+2 C$+2 C8+2 C8+2 C8+2 C6+2 C6+2 48" DLO Jamb 12 10 8 8 12 12 10 8 16 14 10 8 18 16 12 10 20 18 14 12 16 16 LC8+2 10 14 12 12 12 P-hook 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 6+6 6+6 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 54„ 46-1/8" DLO Design Pressure +105 / -115 psf +105 / -115 psf +1051-115 psf +105 / -115 psf +94.8 / -103.8 psf Not available irtthese sizes HeadlSill C6+3 C6+3 G6+3 C6+3 CB+3 C8+3 C6+3 C6+3 C8+3 G8+3 C8+3 C8+3 C10+3 C10+3 C8+3 G8+3 C10+3 C10+3 C10+3 C10+ Jamb 12 12 10 8 14 10 8 16 14 12 10 18 16 14 10 20 18 14 12 P-hook 5+5 5+5 5+5 4+4 5+5 L12 5+5 4+4 6+6 6+6 1 6+6 4+4 7+7 1 7+7 7+7 1 5+5 7+7 7+7 7+7 5+5 60" 52-1/8" DLO Design Pressure +105/-115psf +105/-115psf +105/-115psf +103.4/-107psf +86.7/-95psf Head/Sill C8+4 G8+4 C6+4 C6+4 C8+4 C8+4 C6+4 C6+4 C8+4 C8+4 GB+4 C8+4 C10+4 C10+4 C10+4 G10+ C10+3 Ci 0+3 C10+3 C10+ Jamb 14 12 1 10 1 8 14 12 10 8 18 16 12 10 20 18 14 12 1 20 18 14 1 12 P-hook 5+5 5+5 1 5+5 1 4+4 5+5 5+5 5+5 4+4 6+6 6+6 6+6 4+4 7+7 7+7 7+7 5+5 1 7+7 7+7 1 7+7 1 5+5 **SEE FORMULAS BELOW ( j USED IN EXAMPLE 1, SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLE 3 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING. DLO WIDTH = NOM. PANEL WIDTH - 7.875" DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT - 13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.29" PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" TABLE C2: Water -Limited (+) Design Pressure SIII Riser Total Sill Height Max. (+) DP I Allowed 12 1-518" See Note 2 13 2-314" +50.0 psf 14 3-112" +73.3 psf 15 4-1/2" +100.0 psf 16 5-114" +105.0 psf FIG 1: OH LENGTH 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 C2, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C6+1, 6 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. DOOR ASSEMBLIES INSTALLED CD WHERE THE OVERHANG (OH) w LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG 0 O HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 DP & ANCHOR QUANTITY TABLE J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 UPDATED TABLE 3. 04/05/17 COPYRIGHT ©2017 PGT INDUSTRIES, INC. SGD-780 f NTS 111 8 OF 1$ R MD-780.0 A � B ALL RIGHTS RESERVED PRO Urc r E hawjRg Q v Awepimce IN« 17-0%f-o \��•�ON`l LYNNy!'%'� ���� . • 4�c�NSF !l�� i * No.58705 ;gyp sTE[vim; �LORIDP •' N ZONAL E A. LYNN MILLER, P.E. P.E.# 58706 EXAMPLE l : 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 80" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP B IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +98.2 11" MAX. 14-5116" MAX. 4ANCHORS PERPENDICULAR TO THE GLASS 4ANCHORS PARALLEL TO THE GLASS 24-112" MAX. 24-112" MAX. INTERIOR EXTERIOR 14-5116" MAX. F-- 11" MAX. P-HOOK ANCHORAGE DETAILS JAMB ANCHORAGE DE I AILS HEADISILL MAY FOR STABILITY OR TO ALIGN A HE SPLICED AS SPLICED HEADISILL, EXTRA ANCHORS NEEDED. MAY BE ADDED IN THE POCKET 61• MAX. 4 INTERIOR CENTERLINE OF PANEL I CENTERLINE CENTERLINE �SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE A77�-OF PANEL 2 _ OF PANEL 3 w IIfI.%ft%fI%%I//fI IWA �J rrrrw�r�r � �-� .� ���rrrrrirrrrrrw�w,w��� „+3" -+3" ANCHORAGE, )RAGE, SHEET 12 EET 12 .,C6" CLUSTER, EXTERIOR "C6" CLUSTER, SHEET 13 1�7 SHEET 13 SEE POCKET JAMB INSTALLATION ON HEADISILL ANCHORAGE DETAILS SHEET 6 PXXX, 3-TRACK 24" MAX. "+3" ANCHORAGE, SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) .EMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS T A NOM. PANEL SIZE OF 48" X 80". FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS ECT DESIGN PRESSURE REQUIREMENTS. lead/Sill C6+3 Jamb 10 P-hook 4+4 SHOWN ON THIS SHEET) CAN BE FOUND ON: LUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3" ANCHORS L 3 PANELS. 'AL ANCHORS; REFER TO R TO GLASS AND 4 ER TO SHEET 15 FOR ] CAN BE FOUND ON: SEE: URATIONS AND EXACT WINGS. TYPES. TYPES AND CALL NAMES. TOSS -SECTION DRAWINGS. .S. END PANEL ANCHOR EXCEPTION, ("+1" ANGHUKAGE UNL DISTANCE TO NEXT CLUSTER r- TO BE 24" O.C. OR LESS CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: ALUMINUM SLIDING GLASS DOOR NOA (LM) 111 10/05/15 STRAIGHT DOOR EXAMPLE jitj J ROSOWSKI NO CHANGES THIS SHEET. aka 04/05/17 II SGD-780 NTS f 9 OF 18 � � MD-780.0 i B 070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 6" MAX. •LYN I►►► * No. 55705 �•17 �: Q 7 ►►rrrrllt��` A. LYNN MILLER, P.E. P.E.# 58705 EXAMPLE 2: 11" MAX. 5-PANEL, 2 TRACK, 900 OUTSIDE CORNER - PXX/XXO, EXTERIOR MOUNT POCKET, 54" X 84" NOM. PANELS, LAMINATED GLAZING ANCHOR GROUP C IN CONCRETE SUBSTRATE PROJECT DESIGN PRESSURE REQUIRED: +68.41-77.1 PSF 4 ANCHORS FOR NO FRAME JAMB PERPENDICULAR STABILITY, REQUIRED @ TO THE GLASS EXTERIOR EXTRA POCKETS ANCHORS MAY BE ADDED IN THE POCKET SEE POCKET JAMB INSTALLATION ON o Q SHEET 6 POCKET BY OTHERS,SEE NOTE 6, SHEET 6 24-1/2" MAX. W MAX. TO OPENING EDGE OF POCKET 24" MAX. O.C. END ANCHORAGE (MIN. 1 ANCHOR) 1 -- "+2" ANCHORAGE, SHEET 12 24" MAX. O.C. CENTERLINE OF PANEL 1 "C4" CLUSTER, SHEET 13 CENTERLINE OF INTERLOCK EXTERIOR 14-5116" MAX. "+2" ANCHORAGE, SHEET 12 P-HOOK ANCHORAGE NO M. CENTERLINE OF PANEL 2 DETAILS PANEL WIDTH "C4" CORNER CLUSTER, SHEET 14 14-5116" MAX. 4 ANCHORS PARALLEL TO THE GLASS 24-112" MAX. INTERIOR 11" MAX. 7-1111 i USER INSTRUCTIONS: 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +68.4/-77.1 AT A NOM. PANEL SIZE OF 54" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +801-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR CONCRETE INSTALLATION USING ANY ANCHOR IN GROUP C (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: Head/Sill C4+2 Jamb 8 P-hook 4+4 ;HOR 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE "C4" CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, SHEET 12 FOR THE INTERMEDIATE "+2 ANCHORS. HEAD/SILL @ CORNER:- SHEET 14 FOR THE "C4" CLUSTER ANCHORS @ THE 90' CORNER. JAMB: 4 PAIRS OF ANCHORS = 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P-HOOK: SHEET 6 FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPE. C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 18 FOR A BILL OF MATERIALS. END PANEL ANCHOR EXCEPTION, ("+1 "ANCHORAGE ONLY): 4 JAMB ANCHORAGE DETAILS �CENTERLINE CENTERLINE _OF INTERLOCK �OF ASTRAGAL CENTERLINE I CENTERLINE � OF PANEL 3 OF PANEL 4 a DR SEE FIGURE ABOVE FOR ADDITIONAL ANCHOR INFORMATION. 6" CENTERLINE MAX.FOR FIXED PANEL, REFER TO "0" OF PANEL 5 PANEL BRACKET DETAILS, SHEET 3 �I•��V j'�-� �di�f�71/�:II///.�/�II�_ 24" MAX. EXTERIOR 1�jl "+2•• ANCHORAGE, „+2" ANCHORAGE, "+2" ANCHORAGE, J SHEET 12 SHEET 12 "C4" CLUSTER, "C4" CLUSTER, SHEET 12 SHEET 13 SHEET 13 HEAD/SILL ANCHORAGE DETAILS 900 OUTSIDE CORNER, PXX/XXO, 2-TRACK DISTANCE TO NEXT CLUSTER TO BE 24" O.C. OR LESS 1114111 r � CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: —END ANCHORAGE (MIN. 1 ANCHOR) ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 CORNER DOOR EXAMPLE It' J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 NO CHANGES THIS SHEET. as 04/05/17 COPYRIGHT @ 2017 PGT INDUSTRIES, INC. SGD-780 NTS I 10.OF 18 1 MD-780.0 6 z B ALL RIGHTS RESERVED * w wow �Ag (OR1DP� s101VA� E�'.��• 71111111oW A. LYNN MILLER, P.E. P.E.# 58705 Part # Description Material 72 Kommeding 4SG TPS Spacer System See this Sheet fnr Materials 73 Quanex Super Spacer nXT Wth Hot Melt Butyl 74 Quanex Duraseal Spacer 75 Cardinal XL Edge Spacer REFERENCE TE51 REPUK 15: F- I L-btl I, a9tiu Lea uarU SILICONE STRUCT POLYISOBUTY WITH DESIC EXT. GLA: KODISPACE 72 BUTYL & DESICCANT FOAM EXT. GLASS --\ STRUCTURAL SILICONE 114" NOM. FOAM WITH DESICCANT EXT. GLASS —\, 1-1116" NOM. 1-1116" NOM. 7116" NOM. 9116" NOM. 3116" HS GLASS 3116" HS GLASS 3116" HS GLASS 114" HS GLASS .090" PVB OR SG .090" PVB OR SG .090" PVB OR SG 090" PVB OR SG 3116" ANN GLASS 3116" ANN GLASS 3116" ANN GLASS 114" ANN GLASS 7116" AIR SPACE 318" AIR SPACE V 69 3116" T GLASS 69 114" T GLASS 6g 68 67 67 67 st OR 6a M. 62 oR ss 65" NOM. s3 OR 66 .65" NOM. 63 OR 66 .65" NOM. GLASSGLASS GLASS BITE EXTERIOR BITE EXTERIORBITE EXT oR EXTaORr�n rn n 6p 72-75 60 72-75 60 GLASS TYPE 1 (WITH PVB GLASS TYPE 5 WITH SG HOT -MELT BUTYL ,-- 3116" NOM. 7116" NOM. 3116" HS GLASS .090" SG 3116" HS GLASS — OR EXTERIOR a GLASS TYPE 2 (WITH PVB) GLASS TYPE 6 (WITH 9116" NOM. — 114" HS GLASS .090" SG 1A" HS GLASS-- 1 s6 OR .65" NOM. GLASS BITE EXTERIOR a INT. GLASS GLASS TYPE 7 GLASS TYPE 8 INT. GLASS ALUMINUM REINFORCEMEN 5116" NOM.- � �! "-INT. GLASS O74 DURASEAL® ODA("%= SUPER 73 Q0Al,G©®kiv-rTM T POLYISO- BUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5116" NOM. �---SILICONE SEAL XL EDGETM 75 SPACER INT. GLASS 3116" HS GLASS .090" SG 3116" HS GLASS 7116" AIR SPACE 3116" T GLASS 66 OR 63 EXTERIOR a GLASS TYPE 3 (WITH PVB) GLASS TYPE 9 (WITH SG) .65" NOW GLASS BITE 1-1116" NOM. 1-V16" NOM. 3116" HS GLASS .090" SG 3116" HS GLASS 318" AIR SPACE 6g 114" T GLASS 6g s7 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED 65" NOM. 66 DR 63 .65" NOM. GLAssX GLAss "T" =TEMPERED BITE EXTERIOR BITE "PVB" = .090" TROSIFOLO PVB a INTERLAYER BY KURARAY "'�4 7z-75 60 AMERICA, INC. �70 „ „ "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY GLASS TYPE 11 GLASS TYPE 12 AMERICA, INC. GLASS TYPE 4 (WITH PVB) GLASS TYPE 10 (WITH SG) ALUMINUM SLIDING GLASS DOOR NOA (LM) a 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 GLAZING & SPACER DETAILS 4 J ROSOWSKI (941)-480-1600 c CERT. OF AUTH. #29296 ADDED SPACERS - JR 04/05/17 COPYRIGHT ©2017 PGT INDUSTRIES, INC. SGD-7$0 NTS% 11 OF 18 MD-780.0 z FB ALL RIGHTS RESERVED ODLIC � REVISED •LYN& _,10ENSf��� No.58705 Q SAEOF '!(� i FC OR101" 1111111101t A. LYNN MILLER, P.E. P.E.# 58705 JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: �iilvl��li • AG. 111�♦�Irlliil , . EXTERIOR EXTERIOR 24-112" 24-112" MAX. "ANCHOR MAX. O.C. I PAIR" O.C. 1 5.44" 1 11 11 1 1111 111111 5.44" 7 " MAX. A�X� � I 2-TRACK FRAME JAMB A k k l 11 /\ M A 1 P7 MAX. 3-TRACK FRAME JAMB ANCHOR PAIR PANEL CENTERLINE EXTERIOR 2-TRACK INTERMEDIATE "+1 " ANCHOR LOCATION PANEL CENTERLINE 4.17" 0 EXTERIOR 2.53" 3.31" 1�--- 2-TRACK INTERMEDIATE "+2" ANCHOR LOCATION 2.53" fir 6" DIAG. 2.53 6" DIAG. PANEL CENTERLINE 3.31" EXTERIOR i EXTERIOR 0 0 24-112' 24-112" MAX. MAX. EXTERIOR 2.53" 4.17" O.C. O.C. 2-TRACK INTERMEDIATE ���IA544" 5.44" "+3" ANCHOR LOCATION 7-1AX, 3-TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION FIGURES PERTAINS TO THE FOLLOWING JAMB ANCHOR LOCATIONS: HeadlSill C4+1 Jamb 8 P-hook 4+4 7 MAX. 11H H H V V I 4-TRACK FRAME JAMB ANCHOR PAIR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, UNLESS OTHERWISE NOTED. 2) FOR 3-TRACK JAMBS, ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK. 3) MIN, OF 8 ANCHORS IN JAMB (4 PAIRS). PANEL CENTERLINE 2.53" 4.17" 0 0 0 EXTERIOR 4" n 2" �7 2-TRACK INTERMEDIATE "+41' ANCHOR LOCATION NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. PANEL CENTERLINE-7 A a _711 0 0 0 EXTERIOR 2.53" 3.31" 3-TRACK INTERMEDIATE "+3"ANCHOR LOCATION (ALSO USE WHERE "+2" ANCHOR IS REQUIRED) PANEL CENTERLINE 4.17" 2.53" 0 EXTERIOR 3.31" 3-TRACK INTERMEDIATE "+4" ANCHOR LOCATION FIGURES PERTAIN TO THE ANCHOR PANEL____,_] Mir- C nC— 4-TRACK INTERMEDIATE "+2" ANCHOR LOCATION (ALSO USE WHERE "+1"ANCHOR IS REQUIRED) PANEL CENTERLINE 1.66" 4-TRACK INTERMEDIATE "+4"ANCHOR LOCATION (ALSO USE WHERE "+3" ANCHOR IS REQUIRED) TIONS: 4A 7" Head/Sill C4 1 Jamb 8 P-hook 4+4 ALUMINUM SLIDING GLASS DOOR NOA (LM) IMI 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 ANCHOR LAYOUT J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 NO CHANGES THIS SHEET. a� 04/05/17 COPYRIGHT O 2017 SGD-780 NTS�1[ 12 OF 18 �° MID PGT INDUSTRIES, INC. q�° B ALL RIGHTS RESERVED 3.31" EXTERIOR 2.53" EXTERIOR lu .. �...�•�I�P�,g �aas0 � `,,�;lVlllflll i ONY LYN/V No. 58705 _ _ -0 Lr _ Q ST E 4 i�� •'•.'cIORiDP.•'' \_� �� is ••.. ...• � �� A. LYNN MILLER, P.E. P.E.# 58705 HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED EX TE bum — 2-TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") (FOR SPLICE CONDITION, DO NOT ASTRAGAL OR USE THIS DETAIL, INTERLOCK SEE NOTE 3) CENTERLINE ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 2" �7— 4 ' f O O O 3" 2.53" 0 0 EXTERIOR 4.17" 2-TRACK FRAME (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 3,31" 2.53" 4.17" EXTERIOR 3-TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 3" vr\ 4-TRACK FRAMET r (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED EXTERI 15 3-TRACK FRAME (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED I 3.31" 1,66" O O O O 2.53" 0 0 0 EXTERIOR 4.17" 2-TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") ASTRAGAL OR INTERLOCK--- a-j_SPLICE LOCATION CENTERLINE IF NEEDED ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL, SEE NOTE 3) 4.17" I 3.31" 0 0 2.53" EXTERIOR EXTERI 4-TRACK FRAME (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, USE THE NEXT HIGHER CLUSTER QUANTITY. 4" O O 3-TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4-TRACK FRAME (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 2„ 4.17" O D O D D 2.53" D D I D EXTERIOR 3.31 " 2-TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") -. 2.53" EXTERI 3" ASTRAGAL OR INTERLOCK CENTERLINE (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) n G9e, 3-TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "CIO") ASTRAGAL OR INTERLOCK CENTERLINE I (FOR SPLICE CONDITION, DO NOT USE THIS DETAIL, SEE NOTE 3) 3" 4-TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "Cl 0`) FIGURES PERTAIN TO THE FOLLOWING INTERLOCKIASTRAGAL ANCHOR LOCATIONS: ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 3,31" ----I 1 �— F- 2.53" fl EXTERIOR 3-TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED, "C12") O O 0- 0 O O 4.1 ASTRAGAL OR CINTERLOCK SPLICE LOCATION NTERLINE�IF NEEDED I 4-TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED, "C12") ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 ANCHOR LAYOUT I 18- 1 J ROSOWSKI NO CHANGES THIS SHEET. x 04/05/17 SGD-780 1�] NTS % 13 OF 18 MD-780.0 ��iFB 3" 070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Head/Sill C4 1 Jamb 8 P41odc 4+4 F ODuct n 23 cam , the. hawiagagdo p� AWW$ ce ,NO = 7 OGENg6: ` * No. 58705 * _ 01 � �= S AE O ` pc� tV , '�tOR1DP•.•' -N A. LYNN MILLER, P.E. P.E.# 58705 HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN TO THE FOLLOWING 90' CORNER ANCHOR LOCATIONS: L 2 90' CORNER, 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") TERIOR EXTERIOR 15 au- L'uKINIcn, a- I M/Aun (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " C4") 90' CORNER, 4-TRACK (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ZIOR 2.53" 9U" L;UKNLK, 2-IKACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") au t'Vmvmm' 0- 1 rtmum (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 9U" CORNER, 4-1 HACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8') K (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, " C8") Ii au �.�rcrv�rc,�-inn�,n (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") Fi 90' CORNER, 4-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 90° CORNER, 2-TRACK ID (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 2.53 4aiIl-v EXTERIOR ID 90° CORNER, 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10') (TERIOR IG NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. 3) SILL SHOWN, HEAD SIMILAR. ALUMINUM SLIDING GLASS DOOR NOA (LM) ANCHOR LAYOUT NO CHANGES THIS SHEET. 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 m j J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 a 04/05/17 SGD-780 NTS 14 OF 18 MD-780.0 Rim COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Head/Sill C 1 Jamb 8 P-hook 4+4 Itl:°Es�isr� �° ``��sllrllrrrr� LYNN IX r5p ` * No. 58705 -°rt "L ORID P." C'� ` 1`S/0NAL �111rrl110 0� A. LYNN MILLER, P.E. P.E.## 58705 P-HOOK ANCHORS LAYOUT HEAD/SILL 135° CORNER CLUSTER ANCHORS LAYOUT: FOR ALL DOORS: 14-5/1 e 1111 MAX. 1" AAX. u MAX. NOTES: 1) SEE TABLES 1-3 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB (P-HOOK) ANCHOR LOCATIONS: IIlta Ijw ---a—~Wt1zvr—Head/SiIl w U 0 to 0 C4+1 Jamb 8 P-hook 5 2.53" 11 EXTERIOR 15 3.31 4" 135' CORNER, 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.17" ° 4" ° a ° ° EXTERIOR 2.53" V 3.31" 135° CORNER, 3-TRACK (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") J.MM 135' CORNER, 4-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") FIGURES PERTAIN TO THE FOLLOWING 135'CORNER ANCHOR LOCATIONS: Head/Sill C4 1 Jamb 8 P-hook 4+4 2.53" 4" 4.17" EXTERIOR 3.31" V 135' CORNER, 2-TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 3.31" 7'1 2.5', 135'CORNER, 3-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") 4.17" 4" 4.13" ° EXTERIOR 2.5311 3.3111 lu 3.3' 135' CORNER, 4-TRACK (USE WHERE 6 OR 8 CLUSTER ANCHORS ARE REQUIRED,"CS") NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. — — v 135' CORNER, 2-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, "C8") 135'CORNER, 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 135' CORNER, 4-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 71e 135° CORNER, 2-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C10") 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 ANCHOR LAYOUT'' J ROSOWSKI CONFIGURATIONS. 3) SILL SHOWN, HEAD SIMILAR. CERT. OF AUTH. 929296 COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED NO CHANGES THIS SHEET. a '04/05/17 SGD-780 NTS 15 OF 18 z MD-7$o.0 B \�1�4!lIIf1I/�� LYN!VM * No.58705 4uu �p STA o �sLORID N SZONAL. A. LYNN MILLER, P.E. I .E.# 58705 I INSIDE 90° OUTSIDE 90' INSIDE 90° OUTSIDE 90° OUTSIDE 135° INSIDE 135- PANEL SINGLE INTERLOCK SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX IN ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL RECEIVER OUTSIDE 90° ASTRAGAL ASTRAGAL RECEIVER CORNER LOCKSTILE CORNER LOCKSTILE OUTSIDE 135° ASTRAGAL INSIDE 135° ASTRAGAL ASTRAGAL RECEIVER ASTRAGAL RECEIVER OUT INTERLOCK IN INTERLOCK STILE W! HANDLE BOX IN WI HANDLE BOX OUT WI HANDLE j W( HANDLE RECEIVER WI HANDLE WI HANDLE WI HANDLE RECEIVER RECEIVER WI HANDLE WI HANDLE TYPES SINGLE INTERLOCK E F PP K L L TA TC TR TQ TV TW OUT (BOXrN) (Boat our) SINGLE INTERLOCK B P A C C SA SC I C SvC S Y S W IN (SOXrN) (BOX our) DOUBLE ' YR INTERLOCK FIXED RR R Y S FD FC FV FW STILE s ) (BOX OUT} LOCKSTILE D �A G f �n' W WI HANDLE r 1� r �+ (BOXIN) Y Y (BOX IN) (BOXOur} (BOX our) ASTRAGAL Box IN PANEL NOTES: (BOX IN) (BOX1N) LEFT 4 INTERIOR RIGHT 1. SEE DP/ANCHOR TABLES 1-3, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. ASTRAGAL BOX IN PANEL PANEL WI HANDLE STILE EXTERIOR STILE 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND (BoxrN ARE NOT AVAILABLE. ASTRAGAL Pj� Box OUT PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL (BOX our) (BOxoun APPLICABLE STILE/ASTRAGAL REQUIREMENTS. CONFIGURATIONS IS 60". ASTRAGAL BOX OUT LR WR W/ HANDLE (eoxour} (Boxour) INS. 90° ASTRAGAL RECEIVER A T AS D,F SILICONE / WI HANDLE BY OTHERS 51 WASHER escumPl OUTSIDEST 90' GF RECEIVER 84 #8 X 1�� PH SMS, isuAng Acceptance No 0#4 3-TRACK SHOWN;Nre UT. 90' ASTRAGAL RECEIVER r T CS USE 2 SCREWS WI HANDLE v FOR 2-TRACK FRAMES & INS. 90° CORNER LOCKSTILE RT Cl 45CREW5 FOR WI HANDLE ,�`'�1Y LYNN����' 4-TRACK FRAMES �� ON �., so 5116" X 2" a GEtuSF ' . z LAGBOLT OUT. 90° CORNER LOCKSTILE T QS WI HANDLE i * : No. 58705 OUTSIDE135' PANEL CORNER DETAIL FRAME CORNER DETAIL ASTRAGAL RECEIVER VF _ SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN _. TE �OT,[�P . �N �i `S1 t INSIDE 135° ASTRAGAL WF RECEIVER .aR►o ..... '�� `S/OVAL O\` `\ OUTSIDE 135°AST. RECEIVER 4�ZI �% l �C A. LYNN MILLER, P.E. WI HANDLE V V 4 ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY DR P.E.958705 N. VENICE, FL 34275 S PANEL TYPES o J ROSOWSKI (941)-480-1600 INSIDE 135°AST. RECEIVER WT WS WI HANDLE CERT. OF AUTH. #29296 a NO CHANGES THIS SHEET. >rq 04/05/17 COPYRIGHT 02017 m , PGT INDUSTRIES, INC. 1 SGD-780 NTS % 16 OF 18 a z MD-780.0 a z° B ALL RIGHTS RESERVED L1.0 4.741 7;. 2.000 .074 21 PANEL STILE 1.947 1.081 .075 STILE 24 ADAPTER .125 T .583 1.79 2s ASTRAGAL BACKER PLATE 5.186 1.938 074 22 TOP/BOTTOM RAIL - 4 112" �I 2.380 r - I 2.324 .101 9.000 1.938 - .1OQ 23 TALL BOTTOM RAIL - 9" - 2.380 �T 2.702 .101 2s INTERLOCK 26 DOUBLE INTERLOCK ADAPTER ADAPTER T .125 1.801 .374 3 �- 3.063 29 INTERLOCK REINFORCEMENT .140 1.455 �= 11,144 11 4-TRACK SINGLE HEAD .090 1.405 8.615 10 3-TRACK SINGLE HEAD .090 1.405 -rrF != 7.443 C SINGLE HEAD WI SCREEN .442 .140 1.938 1.1721 _j 075 .965 .045 27 SNAP RAIL so INTERIOR BEAD ADAPTER 1.300 420 .09� � 1.845 .090 �I 2.442 3s P-HOOK 89 "O" PANEL BRACKET T --- 7.205 � I 1.000 39 P-HOOK MOUNT 11D 5.500 090 1.495 926 -..-.-...... - 6.794� O 2-TRACK SILL .ago R A 1.495 11 .926 9.323 O3 TRACK SILL 1.184 -� r- 1.084 .090 .0! .090 6.085 8.615 44 j I 02-TRACK JAM[ 1.084 506 239 .�-I .040 306 045 .717 3o INTERLOCK TRIM COVER S FRAME SCREW COVER 43 1,793 T .241 125 138 293 .847 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP luA T 02-TRACK JAMB WI SCREEN O3 3-TRACK JAMB ( 4-TRACK JAMB 2.836 094 2.424 i 90' CORNER 33 LOCK ASTRAGAL 2.781 - 1.616 A62 �{ 2.723 17 EXT SILL COVER 094 2.835 O W/SCREEN 90' CORNER 34 RECEIVER ASTRAGAL .307 � 1.665 3.359 2.471 .125 3.349 135" CORNER 135" CORNER 35 LOCK ASTRAGAL *RECEIVER ASTRAGAL .912 125 I� .857 .782 1 .857 .850 I 850 .050 .850 .045 �} .045 .050 s1 OGEE BEAD 62 OGEE BEAD *OGEE6 64 SQUARE BEAD I+ 1.045t 1.019 1.305 1.993 1.872 .050 062 .062 1.342 111 SCREEN BOTREEN TOM 112 SCREEN 14 ASTRAGAL 425 2.026 i - i � 1.521 I .696 7- 4.f ,045 .307--.125 1s INT-EXT SILL COVER 045 --�� � .693 2.099 t4 19 MID -SILL COVER 2-TRA K - 1.423 L .090 1.405 r� �-6.085 2-TRACK SINGLE HEAD 32 ASTRAGAL 1.518� .062 .901 SCREEN 40 TRACK ADDON 782 A .290 .850 .040 .912 .050 -4--� 9116" *SQUARE BEAD 1-1116" *SQUARE BEAD ago l 1.048 1.872 1.495 1.993 ti ALUMINUM SLIDING GLASS DOOR NOA (LM) .926 .as2 11.853 - � 1 _ -041, .045 EXTRUSIONS �4-TRACK SILL ASSEMBLY I SCREEN SCREEN ADDED #110. 11 o TOP 113 I NTE RLOCK W m NOTES. 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. SGD-780 8 .25 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 o J ROSOWSKI (941)-480-1600 CERT. OF AUTH. #29296 q 04/05/17 COPYRIGHT O 2017 PGT INDUSTRIES, INC. 17 OF 18 -1 z° M D-780.0 a z B ALL RIGHTS RESERVED L -nedd�ng code zg ``��Lllflllt�// LY NN l 4�clEhfsF * No. 58705 IT: ojj VSE i�(C��'• �LORtDP.•�G�� S A. LYNN MILLER, P.E. P.E.# 58705 TARI P r)• TABLE D. CONTINUED: TABLE D, CONTINUED: # Part # Description Material 1 8134 2-Track Jamb 6063 T6 At 2 8135 2-Track Jamb with Screen Rail 6063 T6 At 3 8133 3-Track Jamb 6063 T6 At 4 8132 4-Track Jamb 6063 T6 Al 5 8118 2-Track Sill 6063 T6 Al 6 8116 3-Track Sill 6063 T6 Al 7 8120 4-Track Sill 6063 T6 Al 8 8127A 2-Track Head 6063 T6 Al 9 8128A 2-Track Head with Screen Rail 6063 T6 At 10 8124 3-Track Head 6063 T6 At 11 8121 4-Track Head 6063 T6 At 12 8140 Sill Riser - 1-5/8" 6063 T6 At 13 8139 Sill Riser - 2-3/4" 6063 T6 At 14 8138 Sill Riser - 3-1/2" 6063 T6 At 15 8137 Sill Riser - 4-1/2" 6063 T6 At 16 8182 Sill Riser - 5-1/4" 6063 T6 At 17 8119A Ext. Sill Cover with Screen Rail 6063 T6 At 18 8117 Int-Ext. Sill Cover 6063 T6 At 19 8115 Mid -Sill Cover 6063 T6 At 20 8183 Sill Mounting Strip/Anchor Plate 6063 T6 Al 21 8012 Panel Stile 6063 T6 Al 22 8014C Top/Bottom Rail 6063 T6 Al 23 8013C 9" Tall Bottom Rail 6063 T6 At 24 8104 Stile Adaptor 6063 T6 Al 25 j 8102 Interlock Adaptor (Single) 6063 T6 At 26 8101 Interlock Adaptor (Double) 6063 T6 Al 27 8103 Top Snap Rail Adaptor 6063 T6 Al 28 8105 Astragal Backup Plate 6063 T6 Al 29 8192 Interlock Reinforcement 6105 T5 Al 30 8200 Interlock Screw Cover with T-slot 6063 T6 At 31 8136 Frame Screw Cover 6063 T6 At 32 8107C Astragal 6063 T6 At 33 8110 90° Corner Lock Astragal 6063 T6 At 34 8111 900 Comer Astragal Receiver 6063 T6 AI 35 8204 1350 Corner Astragal 6063 T6 AI 36 8205 1350 Passive Comer Mount 6063 T6 AI 37 8112 900 Comer Astragal Backup Plate 6063 T6 At 38 8108 Pocket Door P-Hook 6063 T6 At 39 8109 Pocket Door P-Hook Mount 6063 T6 At 40 8141 Screen Frame Add -on (Sill) 6063 T6 At 41 8142A Screen Frame Add -on (Head) 6063 T6 At 42 8143A Screen Track Addon 6063 T6 At NOTES: 1) ITEMS # 47, 56-59, 75-79 & 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # Part # Description Material 43 1695 1-1/2" X 1" X 3/4" Fin Seal Dust Plug 44 6TP248 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 45 6TP247 Vinyl Bulb Weatherstrip i@ P-hook Flex PVC 46 1644 .187" X .270" Weatherstrip 48 8175 Corner Astragal Seal 49 1270 1/2" X 1-1/8" Open Cell Foam Pad, 3+ Panels 50 5/16" X 2" Lagbolt SS 51 8197 Lagbolt Washer Nylon 52 8153 Tandem St. Sti. Roller Assembly SS 53 8153 Tandem Nylon Roller Assembly Steel 54 #10" X 1-1/2" Ph. PH. SMS @ Roller SS 55 8052 Roller Adj. Hale Plug PVC 60 8022 Interior Bead 6063 T5 At 61 8150 7/161" OG Bead 6063 T5 At 62 8145 9/16" OG Bead 6063 T5 At 63 8146 1-1/16" OG Bead 6063 T5 At 64 8150 7/16" Square Bead 6063 T5 At 65 8148 9/16" Square Bead 6063 T5 At 66 8149 1-1/16" Square Bead 6063 T5 At 67 6TP247 Vinyl Glazing Bulb 68 1643 Foam41Hed Glazing Bulb (7/16" glazing only) 69 Dow 899, 995 or Instantglaze Glazing Silicone Silicone 70 1725 Setting Block, 1/2" X 4" X 1/16", 85 +/- 5 duro. EPDM 71 1726 Setting Block, 1" X4" X 1116" (IG), 85 +1- 5 duro. EPDM 72 Super Spacer nXT with Hot Melt Butyl Composite 73 Duraseal Compos ite 74 Cardinal XL Edge Spacer Composite 80 710X34PPSDAX #10 X 3/4" Ph. PH. SMS @ P-hook SS 81 #8 X 5/8" Ph. PH. SMS @ Single Interlock SS 82 #8 X 3/4" Ph. PH. SMS @ Double Interlock SS 83 710X115PPX #10 X 1-1/2" Ph. PH. SMS @ Astragal SS 84 1155 #8 X 1" PH. Quad. SMS @ Main frame SS 85 72087K Jamb Bumper 86 76X38PPAX #6 X .375" Ph. PH, SMS SS 87 4385 4 Hole Bumper Stop 88 78X38PPTX #8 X 318" Ph. PH. SMS Steel 89 8193 "O" Panel Bracket - 12" long 90 #10 X 3/4" Ph. PH. SMS @ Bracket to Stile SS 91 #8 X 314" Ph. FH. SMS @ Bracket to Frame SS Bill of Material # Part# Description Material 110 4317 Screen Top Rail 6063 T6 At 111 4318 Screen Bottom Rail 6063 T6 At 112 4319 Screen Side Rail/Lockstile 6063 T6 At 113 8152 Screen Interlock Adapter 6063 T6 At 114 4344 Screen Astragal 6063 T6 At 115 7SRAZ Roller Nylon 116 7SRAX Roller SS 117 1/4" X 1" MS @ Top Rail SS 118 114" X 1-1/2" MS @ Bottom Rail SS 119 Screen Lockset Steel 120 653 Screen Lock Keeper Steel 121 1179 #10 X 3/4" Ph. PH. SMS @ Keeper SS 122 1793 .270" X. 150" Weatherstrip 123 1692 Screen Spline - .165" Vinyl 11241 1 Screen Cloth Fiberglass ALUMINUM SLIDING GLASS DOOR NOA (LM) IMI 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 PARTS LIST J ROSOWSKI (941)-480-1600 NO CHANGES THIS SHEET. 04/05/17 CERT. OF AUTH. #29296 COPYRIGHT © 2017 PGT INDUSTRIES, INC. SGD-78i} NTS 18 OF 18 21 MD-780.0 B ALL RIGHTS RESERVED ,`%y,..... III,' * No.587% _-U *_ =�0,�'• 4�Zo r� w .'cI ORIIDP� S'ONAL EN ,'011111tO A. LYNN MILLER, P.E. P.E.# 58705