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HomeMy WebLinkAboutNOAMI A MI -DARE SCANNED MIAMI-DADE COUNTY BY PRODUCT CONTROL SECTION M�� I I'.805 SW 26 Street, Room 208 DEPARTMENT OF REGUI.AT ONOM C RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-780" Aluminum Sliding Glass Door w/900 & 135° corner (Reinf/Non-Reim)— L.M.I. APPROVAL DOCUMENT: Drawing No. M)-780.0 Rev B titled "Aluminum Sliding Glass Door (LM)", sheets 1 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: 1. Max Panels configuration is allowed per tables 1 thru 3, not to exceed 462.11 ft. The inside/outside 900 & 1350 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 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 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. NOA No. 17-0420.04 ffiffMIAMMADECOuNTY Expiration Date: August 02, 2022 Approval Date: July 27, 2017 tsivl 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 1 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 65/17/2007 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 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. (submitted under file #15-0903.09) 2. Glazing complies w/ ASTME-1300-02, 04 & -09. ` ."4 1 �Tshaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02, 202.2 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 1. Statement letter of conformance to FBC 2017 (6 h 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(5" 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 POT 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 #16-0629.10, 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 8t 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 33-1/3% 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 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 NOS 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.0 Distance Min' Embedment or MefaI Thickness #12 41 O SS SMS (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9116, 7/8 8' 6063-TSAluminum 318" 9116" 0.063" A36 Steel 3/8" 9/16" 0.050' Gr. 33 Steel Stud 318" 9116" 0.045" (18 Ga) A 1/4' Elco Aggre-GatcrG Fy=67 ksi, F,= 96 ksi All Concrete (rrn. 2.22 ksi) 1-1/2' 3' 1-318' Jamb / P-hock Riled Block (ASTM C90) 2' 3° 2° Jamb / P-hock Hollow Block (ASTM C90) 2' 3" 1-1/4' All Southern Pine (SG = 0,55) 1" 1" 1-we" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9118` 6063-T5 Aluminum 318` 9116' 0.063° A36 Steel 318' 9/16" 0.050" Gr. 33 Steel Stud 318' 9116" 0.045' (18 Ga) C 1/4" Ico traCon@ Fy=155 kai, F� 177 ksl Concrete (min. 2.85 si 1" a 1-3/6" Jamb / P-hook Hollow Block (ASTM C90) 1° 6" 1-1/4' 1/4' Elco UltraCo110 F =155 ksi, Fu= 177 ksi All Concrete (min. 2.85ksl) 2-1/2' 4' 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2-1/2' 4' 1-3/4" Jamb / P-hook Follow Block (ASTM C90) 2-1/2° 61 1-1/4" D 1!4" 410 FJco CreteFlex® Fy=127.4 ksl, F�= 189.7 ksl Head / Sill Concrete (min 3.35 ksl) 1' 4" 1-314" Jamb / P-hook Concrete (min. 3.35 its!) 1" 6" 1 3/4° Jamb / P-hook Hollow Block (ASTM C90) 1-3/4' (r 1-1/4" All Southern Pine (SG - 0.55) 1" 1° 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES 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/STANDARDS USED: IMPACT RATING •2017 FLORIDA BUILDING CODE (FBC). OTH EDITION RATED FOR LARGE & SMALL •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION MISSILE IMPACT RESISTANCE •ASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SlOD-12 SEE TABLES 1-3 & C__ -RISC 360.10 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 7116" Laminated: (1) Ute of ANN Glass and (1) Lite of 3/16" HS Glass with .090" PVB Intedayer 2 7 2 9/16° Laminated: (1) Lite of 1/4' ANN Glass and (1) Ute of 1/4' HIS Glass with .090' PVB Intedayer 2 7 3 1-1/16" Laminated I.G.: 3116" T Exterior Cep + 7/1S" Alr Space + 7/16' Laminated consisting of (1) Ute 2 7 of 3/1B° ANN Glass and (1) Lite of 3/16' HS Glass with .090' PVB Intedayer 4 1-1116' Laminated I.G.: 1/4" T Exterior Cep + 3/8" Air Space + 7/16' Laminated consisting of (1) Lite of 2 7 3/16' ANN Glass and (1) Ute of3116" HS Glass with .090' PVB Intedayer 5 7116' laminated: (1) Lite of 3116" ANN Glass and (1) Lite of 3116' HS Glass with .090' SG Intedayer - 1 7 6 9/18' Laminated: (1) Lite of 1/4' ANN Glass and (1) Lite of 114" HS Glass with .090" SG Intedayer 1 7 7 7118" Laminated: (2) Utes of 3/16" HS Glass with.090" SG Intedayer 3 8 8 9/16" Laminated: (2) Lites of 114" HS Glass with.090" BG Inledayef 3 B 9 1-1/16" Laminated I.G.: 3118" T Exterior Cap + 7/16' Air Space + 7116" Laminated consisting of (1) Lite 1 7 of W16" ANN Glass and (1) Uts of 3/16" HS Glass with .090" SG Intedayer 10 1-1/16' Laminated I.G.: 114" T Exterior Cep + 3/8' Air Space + 7115" Laminated consisting of (1) Ute of 1 7 3/16" ANN Glass and (1) Lite of 3/18" HS Glass with .090" SG Intedayer 11 1-1/16' Laminated I-G.: 3/16" T Exterior Cap + 7/18' Air Space + 7/16" Laminated consisting of (2) Utes 3 8 of3116" HS Glass with .090' SG Intedayer 12 1-1/16' Laminated I.G.: 1/4" T Extedor Cap + 31W Air Space + 7116' Laminated consisting of (2) Utes of 3/16" HS Glass with .090" SG Intedayer 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 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR PR90UCrREVt9W GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY yCi- P1YJIc9 ^d"tkF%od t', TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE °r�=Ww" cNo-17 oV�.OV RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE exjjfrvlw Dote u4aL '.? REVIEWED BY THE BUILDING OFFICIAL. h- �S(a.� Lu rrr m nrAr Pradart caehyq 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS .� LYN/y PER CURRENT FLORIDA BUILDING CODE AND TO BE F EV - WED BY THE AUTHORITY HAVING N.( �`� Q ,....., JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT = * :' No. 58705 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 O 1 17:: 4: THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED �AOT o BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. A LYNN MILLER, P.E. P.E.E.#58705 ALUMINUM SLIDING GLASS DOOR NOA (LM) I 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 CERT.OFAUTH.#2 GENERAL NOTES & J ROSOWSKI a UPDATED TO FBC 2017, REV. TABLES 1-3 k 04/05/17 COPYRIGHT ®201717 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED SGD-780 .e NTS 111 1 OF 18 j MD-780.0 j B MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH ' PER TABLES 1-3 PER TABLES 1-3 MAX.. UNI IT 3 /L MAX. UNITHEIGHT iHEIGHTPER TABLES 1-3 li PER TABLES 1-3 1PANEL 2-PANEL F CONGURATIONS FI CONFIGURATIONS MOM. PANEL MAX. UNIT WIDTH MOM. PAN PER TABLESS 1-3 1-3 1, _ PERT MAX UNIT 1 3 3 ® �� MA> HEIGHT HE PER TABLES 1-3 to PERT/ 5-PANEL CONFIGUFATIONS c MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 8 i� MAX. UNIT 3 ' I^ HEIGHT 3 o PER TABLES 1-3 J`Jb 3-PANEL CONFIGURATIONS :L WIDTH BLES 1-3 MAN. UNIT WIUIH J UNIT GHT 3LES 1-3 / / / / J 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANT PER TABLES 1-3 PER Ti MAX. UNIT ' ' ' 3 HEIGHT 3 PER TABLES 1-3 1� D � I ' I$ m MAX k HEI PER Ir 7-PANEL CONFIGURATIONS NOM. PAN PER T MA), HE F TABI MAX. UNIT WIDTH v UNIT Fes► n� n GHT ER Es 1-3 4-PANEL CONFIGURATIONS e MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3-3 4 MAX. UNIT e I; HEIGHT s PER z,ws sHEEr. g TABLES 1-3 = w I y � � / -- CORNER. TYP. OUTSIDE COMER SHOWN, INSIDE CORNER SI WLAR PRODUctau a>re mAinsvdadial m bakungaw" Acmgy N•I_J.27o44P .eK j c Cv.�lraldea Datery la na••r P,Deodc•a1.�t W / / LYNAt4f a No.58705 CONFIGURATIONS NOTES: DLO WIDTH = NOM. PANEL WIDTH - 7.875" "X" = OPERABLE PANEL DLO HEIGHT (STD. BOT. RAIL, #22) =DOOR UNIT HEIGHT-13.47" "O" = D �7-7 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB =INOPERABLE PANEL HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" �I •, p • LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN (p) POCKETDLO P„ = PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" ���� ' ;F[pR1OP .•''G\?� POCKET CONFIGURATION CAN BE OXXXp. '/16SIONAL 2) 90" 8 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 0. LYNN MILLER, P.E ALUMINUM SLIDING GLASS DOOR NOA (LM) c 10/05/15 1070 TECHNOLOGY P,E#55705 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND N. VENICE, F o REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS �m J ROSOWSKI (941)-480-1600 F—DETAIL LETTER 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. ® NO CHANGES THIS SHEET. ¢M 04/05/17 CERT. OF AUTH. #29296 COPYRIGHT 02017 5 MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.11 FT'. SHEET NUMBER q SGD-780 � NTS � 2 OF 18 Jill MD-780.0 �i B PGT INDUSTRIES, INc ALL RIGHTS RESERVED ° OPT. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 CONCRETE/CMU PER ANCHOR REQUIREMENT% TYP. ANCHOR TYPE, f EMBEDMENT AND :. . EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT — EDGEDISTANCE 1/4" MAX. 2X WOOD BUCKSTRIP OR FRAMING, SEE — ANCHOR NOTE 3, SHEET TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE DETAIL Al THRU 1X WOOD INTO MASONRY DETAIL A2 INTO 2X WOOD EMBEDMENT DAYLIGHT OPENING WIDTH EXTERIOR 15 DETAIL B1 ASTRAGAL FACING EXT. I EXTERIOR I n I V JTAL SECTION DETAIL C2 INTERLOCK HORIZONTAL SECTION (XO SHOWN) 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. FRAME WIDTH DETAIL D2 INTO MASONRY METAL TYP., SEE ANCHOR DETAIL Cl DETAIL D1 NOTE 4, SHEET I; MIN. OF3 INTERLOCK INTO METAL THREADS BEYOND THE METAL SUBSTRATE — NOM. PANEL WIDTH — 12" FIXED "0" PANEL BRACKET @ TOP AND BOTTOM SEE TABLES 1-3 FOR REINFORCEMENT REQUIREMENTS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT .:; CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR ID 1/4" MAX. DETAIL B2 ASTRAGAL FACING INT. 4 INTERIOR ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 INSTALLATION, HORIZONTALX-SECT. it J ROSOWSKI (941)-480-1600 CERT. OF AUTH. 029295 NO CHANGES THIS SHEET, zo 04/05/17 COPYRIGHT 02017 PUT INDUSTRIES. INC. SGD-780 111 NTS 1 3 OF 18 111 MD-780.0 � B ALL RIGHTS RESERVED T EDGE DISTANCE 1-1/2" FROM EACH END EDGE DISTANCE EMBEDMENT rRODUCfREMEU as cImptyin with the i wd& !tw@tnp Cede Acmigmee No l7-OVZn0.,q Eipiraatiieet DsteLy OV�CENSF * : No. 58705 =AO ,'//;STONAL tnn1t11T�` A. LYNN MILLER. P.E. P.E.# 58705 DETAIL E1 INTOMASONRY DETAIL E2 DETAIL E3 DETAIL E4 DE APPROVED MULLION, FBC CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETElCMU PER COMPLIANT ALUMINUM/STEEL FRAMING 1XBUCKSTRIP INTO wooD OR FRAMING, SEE INTO MASONRY ANCHOR REQUIREMENT INTO METAL ANCHOR REQUIREMENT OR STEEL STUD. SEE SUBSTRATE EDGE ANCHOR NOTE 3, + '. °' •: • EDGE PROPERTIES, TABLE A, SHEET 1 DISTANCE SHEET 1 y'17 EMBEDMENT DISTANCE EDGE DISTANCE a EMBEDMENT EMBEDMENT 1 EMBEDMENT " 1/4" MAX. 114" MAX. SHIM SHIM 110 1/4" MAX. SHIM 14" MAX. SHIM TYP. ANCHOR 1X OR 2X d1 TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND TYPE WOOD TYP. ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE EMBEDMENT 27 BUCKSTRIP, st TYPE, EMBEDMENT SUBSTRATE, SEE TABLE A, SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW AND EDGE SEE ANCHOR AND EDGE & NOTE 3, BELOW NOTES DISTANCE PER NOTE 3, DISTANCE PER 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SHEET1 SUBSTRATE,SEE OPT. SCREEN TRACK SUBSTRATE, TABLE A, SHEET 1 ADDON; SIMILAR FOR HEAD SEE SHEETS 12-15 FOR ANCHOR LOCATIONS & SPACING FOR SEE TABLE A EACH TRACK CONFIGURATION. SHEET 1 & &NOTE 3, BELOW AND JAMB, 21} TRACKS 2) REFER TO ANCHOR NOTES, SHEET 1. NOTE 3, BELOW 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. r 078 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. DAYLIGHT •062 �I 1 I — -713 et OR 62 OPENING HEIGHT PANEL .713 SILL RISER HEIGHT VARIES WITH REQUIRED ls FRAME 4.409 POSITIVE 70 HEIGHT 3.630 DESIGN PRESSURE, SEE SHEETS EXTERIOR a 6u 7-8. SILL RISER SILL RISER PRODUCfREVEM w. (4-112" TOTAL 16 (5-1/4" TOTAL hux�Iag gaed wd9 t$eP)eef�S 15 OPPTT:� 23 SILL HEIGHT) SILL HEIGHT) Acup�aaceNei -7-0 Zo•ov 71 .062 Eaph/-4-a pate y 52 OR 53 124 .062 •713 I Gl. ` I • �4 GROUT AS 13 .713 —► r— .713 h•� E7sfa' aclCaxha3 NEEDED, 062 �1. `SEE to tz3 #12SHOWN �2.628 .� t,`1 LYNN27 O 12 78 " O.••••••••. / ANCHOR tt5O 1t6 #13.16ALSOAPPLY .780 ``_'� '�,10EN.S NOTE 5, Ir - SHEET 1 18 R o SILL ISER I SILL RISER SILL RISER = * N0. 58705 1-5/8" = TOTAL 5 t7 SILL HEIGHT ( 12 152-3/4 ( ( /8" TOTAL 13 " TOTAL 1° 3-1/2" TOTAL /} OOO="U'•"� �` SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) 0' rE �F 7 EDGE i� '•.�[O.... 1/4"SMAX DISTANCE —1/4" MAX. SHIM �'�SS q' '✓, 7j 1 NAL EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, A. LYNN MILLER, P.E. EMBEDMENT EMBEDMENT AND 2X WOOD z EMBEDMENT AND ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR P.E.# 58705 EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N. VENICE, FL 34275 CONCRETE/CMU SUBSTRATE, SEE FRAMING, SEE SUBSTRATE, SEE INSTALLATION, VERTICAL X-SECT. lb J ROSOWSKI (941)-480-1600 PER ANCHOR DETAIL F1 TABLE A, SHEET 1 & ANCHOR NOTE 3, DETAIL F2 TABLE A, SHEET 1 & CERT.OF AUTH. #29296 REQUIREMENT INTO MASONRY NOTE 3, BELOW SHEET 1 INro wooO NOTE 3, BELOW a NO CHANGES THIS SHEET. zo 04l05l17 COPYRIGHT 02017 VERTICAL SECTION VERTICAL SECTION SGD-780 NTS 40F 18 0 MD-780.0# B ALL RIGHTS RESERVED 5 DETAIL G1 135' INSIDE CORNER DETAIL G2 135' OUTSIDE CORNER 19° MAX. EXTERIOR V NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-16 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. n '-112" Ax. O.C. uMAX. O.C. ALUMINUM SLIDING GLASS DOOR NOA (LM) c 10/05/15 1070 TECHNOLOGY D' N. VENICE, FL 34275 CORNER ASTRAGAL HORIZ. X-SECT. gm J ROSOWSKI (941)-480-1600 CERT. OF AUTH.#29280 NO CHANGES THIS SHEET. ko 04105/17 COPYRIGHT ®2017 'INDUSTRIES, INC. SGD-780 H NTS 5 OF 18 j z MD-780.0 4 B ALL RIGHTS RESERVED PRODUC f REYTSw estxalplyiagwit6 ite Ebrila t.t fts GaAs Aa+egm Na I G� Fsgia4iaa Date 21?AZ2- clomp RtMttCFCfentni LYNIVtl ��•'��IGENgF'•. �(� i * No.58705 �o . a�)7.: cu //11111111111 A LYNN MILLER, P.E. P.E.# 58705 OPTIONAL NON- STRUCTURAL ANCHORS FOR DETAIL 11 CONCRETE/CMU INTERIOR 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT EDGE DISTANCE PER ANCHOR POCKET JAMB INTERIOR AND EDGE DISTANCE PER REQUIREMENT EXTERIOR .. SUBSTRATE, SEE TABLE A, a SHEET 1 & NOTE 3, BELOW EMBEDMENT INTERIOR POCKETS MUST 30 31 r INCLUDE A NON-STRUCTURAL, FRAME JAMB TO PREVENT r 1/4" MAX. 80 SEE NOTE 4, BELOW EMBEDMENT b .. EDGE DISTANCE WATER INFILTRATION. 1L EXTERIOR POCKET BY OTHERS, SEE EN1B( DMEf lT: •r• . • , EDGE DISTANCE 1/4" MAX. 90 SEE NOTE 4, BELOW NOTE 6 BELOW. 39 ~ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DETAIL 12 ExrERIOR DISTANCE PER SUBSTRATE, INTO MASONRY SEE TABLE A. SHEET 1 & EXTERIOR BELOW EXTERIOR POCKET NOTE 3, EDGE N ANCHHOROR PPERER ANCHOR DISTANCE —" REQUIREMENT INTERIOR POCKET TYP. ANCHOR TYPE, METAL TYP., SEE ANCHOR NOTE EDGE DISTANCE EMBEDMENT AND EDGE 4, SHEET 1; ANCHOR LENGTH TO DISTANCE PER BE A MIN. OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OAR SEE TABLE A. THE METAL SUBSTRATE FRAMING, SEE ANCHOSUBSTRATE, 1 & NOTE 3, BELOW NOTE 3, SHEETSHEET DETAIL I3 EMBEDMENT EMBEDMENT PRODUCfREYti8®INTO METALCodo EDGE DISTANCEEMBEDMENT Aecep1wmNo17•d42or E�p14alien Date 2pj.7- EDGE DISTANCE EDGE DISTANCE so EE NOTE 4, BELOW�.pay%esza! MAX. EMBEDMENT jjj j 38 LYNN M��(��'• 1/4" MAX. J eo SEE NOTE 4, BELOW DETAIL 14 3o EXTERIOR '•: INTO 2X WOOD 45 _ * No. 58705 *, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, EXTERIOR POCKET �0'. _7T0.11 : `�� SEE TABLE A, SHEET 1 & NOTE3,BELOW S;S��NALPE?G?� EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA (LM) g 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E. P.E.# 58705 2) REFER TO ANCHOR NOTES, SHEET 1. P-HOOK EXAMPLES, HORIZ. XSECT. ZIt J ROSOWSKI N. VENICE, FL 34275 (941)-480-1600 3) SEE SHEET 15 FOR ANCHOR LOCATION & SPACING. ZI 4) #10 X 3/4" SMS @ MAX. 5-1/2" FROM ENDS & 12" MAX. O.C. METHODS. NO CHANGES THIS SHEET. �0 04/05/17 CERT. OF AUTH. #29296 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION COPYRIGHT02017 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY SGO-780 III NTS 111 6 OF 18 JR11 MD-780.0 9i B PGT INDUSTRIES. INC. ALL RIGHTS RESERVED OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. . TARI G + Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 9D' & 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 Intedock Door Unit Height 8D' 1. 96" 108, 120• 77-3141 Panel H.ighF-- 813/4" Panel Height- 9 4" Panel Height— 1053/4 Panel Height"— 1173/4" Panel elghF Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A g C D A 1 B 1 C D A B C_L D A I B C D A I B I C D Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-70psf +60/-70psf 28-119' Head/Sill C4+1 C4+1 04+1 C4+1 04+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 B 6 8 8 8 a 10 8 6 8 10 a 8 a 1D 10 10 10 P-hook 4+q 4+q 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+6 5+5 5+5 5+5 5+6 5+5 DeslgnPressure +80/-80psf +60/-80psf +80/-80Psf +60/-70psf +60/-70psf 34-116" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 04+2 C8+2 C6+2 C6+1 C6+1 C6+2 C6+2 06+1 C6+1 42' DLO Jamb 8 B 6 6 8 8 8 8 10 10 B 8 10 10 8 8 12 10 10 10 £ a P.hcok 4+4 4+q 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 Design Pressure +80/.80psf +80/-80psf +80/-80psf +60/-70psf +60/-70psf m 4D-118' Head/Sill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 CA+2 C4+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6*2 C6+2 C8+2 C8+2 C6+2 C6+2 C6*2 a �, DLO Jamb 8 8 6 6 10 B 8 6 10 10 8 8 12 10 8 8 12 12 10 10 P-hook 4+4 4+4 4+4 4+4 4+d 4+4 4+4 4+4 4+4 4+4 4+4 4+4 b+5 6+6 5+5 5+5 5+5 5+5 5+5 5+5 z �, . 46-1/8" DLO Design Pressure +80 /-80 psf +80 /-80 sf +801/-80 psf Not available in these sizes Head/Sill 04+3 C4+3 C4*2 C4+2 C8+3 C8+3 C4+ 04+2 06+3 C8+3 C6+2 C6+2 Jamb 10 8 6 6 10 8 8 8 12 10 8 IS P-hook 4+q 4+q 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 60' 52.118' DLO Design Pressure +80/-80psf +80/-60psf +76.2/-76.2psf- Head/Sill C6+3 C6+3 C4+3 C4+3 C6+3 06+3 C6+3 C6 +3 C6+3 C6+3 C6+3 C6+3 Jamb 10 8 8 1 6 10 1 10 1 8 1 8 12 1 12 1 8 1 8 P-hock1 4+4 4+4 1 4+4 1 4+4 1 4+4 1 4+4 1 4+4 1 4+4 5+5 1 5+5 1 4+4 1 4+4 +/- 80.0 PSF FOR GLASS TYPES 6, 9 & 10. '"SEE FOf TABLE 2 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90° & 135' comer units, see sheets 14 & 15 Door Unit Heigh Table applies to Glass Types 1 - 4 80" containing ANN-HS PVB Glazing. 773anal Height' 9 4 He ght" an Reinforcement (part #29) Is not Anchor Group An Anchor Group required in the Exterior Interlock. A I B I C D A I 6 I C I D Design Pressure +65 / -85 psf +65 / -65 psf 28-1/8" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1, C4+1 36 DLO Jamb 6 8 6 6 1 8 8 8 8 L P-hook 4+4 4+4 1 4+4 4+4 4+4 4+4 4+4 4+4 Design Pressure +65/-65 psf +65 / -65 psf 34 1/8" Head/Sill 04+1 C4+1 C4+1 C4+1P4+4T4+4 4+1 C4+1 C4+1 a 42" DLO Jamb 6 6 6 68 8 8 c P-hook 4+4 4+4 4+4 4+4 4+4 4+4 o Design Pressure +65 / -65 psf +65 / -65 psf 40-118° Head/Sill C4+2 C4+2 04+2 C4+2 C4+2 I C4+2 C4+2 C4+2 48. DLO Jamb 8 6 6 6 10 1 8 8 B P hcok 4+41 4+4 4+4 1 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 -13A7" DLO HEIGHT (TALL SOT. RAIL, #23) = DOOR UNIT HEIGHT - 17.2W PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" TABLE Cl: Water-Llrelted (+) Design Pressure Sill Riser Total Sill Height Max. (+) DP Allowed 12 1-5/86 See Note 2 13 2-314" +50.0 psf 14 3-112" +73.3 psf 15 4.112" +80.0 psf 16 1 5-114" 1 +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. OUSED IN EXAMPLE 2, SHEET 10 FIG 1: DOOR ASSEMBLIES INSTALLED 15 WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR = 0 GREATER THAN THE OVERHANG HEIGHT IS 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 (+) D P. 2) THE 1-5/8' SILL RISER, 1 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 & J ROSOWSKI (941)-480-1600 _I CERT. OF AUTH. #29296 UPDATED TABLES I & 2. a04/05117 1 COPYRIGHT ©2017 PGT INDUSTRIES, INC. SGD-780 NTS 7 OF 18 D MD-780.0 # B ALL RIGHTS RESERVED PRODUC P RL'VISF3D as .�plyles with theFbd& LYNIv ` �'t�O' LICENSE M�!� * j No. 58705 (�. = 1'QQc' ZONAL /1111111101 A. LYNN MILLER, P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For comer astragal anchorage on 90' & 135' comer units, see sheets 14 & 15 Table applies to Glass Types 7, S. 11 & 12 Door Unit Height 80" 84" 96" 108" 120" 132, 144" Reinforcement (pan #29) is required In the Exterior Interlock 773/4' Panel Height- 81-N4' Panel HeightDI 4" Pan Height ^ 105-3/4° Panel Height— 11 -314" Panel Height' 1 129-3/4' Panel Height" 141-3/4- Panel Height" Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group A B C D A B C A B C I D I A 1 B 1 C D A I B I C D A I B O D A I B I C I D DesignPressum +105/-ll5psl +105/-115psf +105/-115ps/ - +105/-115ps/ +105/-109psf +9B/-98psf +69/�9psf 22-119' Head/Sill C4+1 04+1 C4+1 C4+1 C6+1 06+1 C4+1 C4+1 C6+1 C6+i C6+1 C6+1 C8+1 C6+1 C6+1 CS+1 C6+1 C6+1 CB+1 C6+1 C6+1 C6+1 CS+1 C6+1 C6+1 06+1 C6+1 C6+1 11 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 8+S 6+6 6+6 6+6 6+6 6+6 6+6 6+6 Design, Pressure +105/-115ps1 +105/-115ps/ +105/-115psf +105/-115psf +105/-115ps1 +101.6/-111.2psf +7'/,9/-65.3psf 28-1/8" Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 CB+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 C6+1 C8+1 CB+1 C8+1 36' DLO Jamb 10 10 8 6 10 10 8 `•B 12 12 10 8 14 12 10 8 16 14 12 10 1S 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 8+6 8+8 6+8 5+5 8+6 8+6 6+6 6+8 8+6 8+6 6+6 6+8 Design Pressure +105/-115psf +105/415psf +105/-115psf +105/415psf +105/415psf +68/-96.4psf +67.3/-73.8psf v 34-1/8' He2d1Slll C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 CS+2 C8+2 C8+2 C8+2 C8+2 C10+2C70+2 C8+2 C8+2 C8+2 CS+2 C8+2 CB+2 C8+2 C8+2 C6+2 C6+2 42 DLO Jamb 12 1D 8 6 12 1 10 1 e 1 8 14 12 10 8 18 1 14 1 12 1 10 18 1 16 12 10 18 1 18 1 12 1 10 14 14 12 12 c P-hook 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 I 4+4 5+5 1 5+5 1 5+5 1 4+4 6+8 1 6+61 6+6 1 5+5 7+7 7+7 6+6 5+5 6+6 1 6+8 1 8+6 1 6+6 6+6 8+8 6+6 6+6 o_ Design Pressure +105/-115ps1 +f05/-115ps1 +105/-115ps1 +105/-115ps1 +105/-115ps/ +76/-85.4psf +59.6/-65.2psf a c 40.1/8' HeedfSill C8+3 C6+3 C6+3 C6+3 C6+3 C6+3 06+3 C6+3 C8+3 C8+3 C8+3 C8+3 C70+3 C70+3 C8+3 C8+3 C10+3 C10+3 C10+3 C10+ C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 C6+2 z48" DLO Jamb 12 10 B 8 12 12 10 B 18 14 10 B 18 16 12 10 20 18 14 12 16 16 12 10 14 12 12 12 P-hook 4+4 4+4 4+4 1 4+4 5+5 5+5 5+5 1 4+4 6+6 6+8 5+5 q+4 8+6 6+6 6+6 5+5 7+7 7+7 7+7 1 5+5 6+6 6+6 6+6 1 6+6 6+6 6+6 6+6 6+6 54" 46.1/8" DLO Design Pressure +105/-115psf +105/-115psf +105/-115ps1 +105/-115ps1 +94.8/-103.8psf Not available in Mesa sizes Head/Slfl C3+3 C6+3 C6+3 C6+3 C8+3 C8+3 C6+3 C6+3 C8+3 C8+3 C8+3 CS+3 C10+3 C10+3 C8+3 C8+3 C10+3 C10+3 Jamb 12 12 10 8 14 12 10 8 18 14 12 10 18 16 14 10 20 18 A P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+8 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 60" 52-1/S" DLO Design Pressure +105/-115psf +105/415psf +105/-115psf +103.4/-107psf +86.71-95psf Headlt3ill C8+4 C8+4 C6+4 C6+4 C8+4 C8+4 C6+4 C6+4 C8+4 C8+4 C8+4 C8+4 C10+4 C10+4 C10+4 C10 C10+3 C10+3 C10+3 C10+ Jamb 14 12 10 8 14 12 10 8 1B 18 12 10 20 18 14 12 20 18 14 12 P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+8 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 "SEE FORMULAS BELOW TABLE NOTES: 0USED IN EXAMPLE 1, SHEET 9 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 Sill Riser Total Sill Height Max. (+) DP Allowed 12 1 S/8" See Note 2 13 2-a14" +50.0 psf 14 3-1/2" +73.3 psf 15 4-1/2' +100.0 psf 18 5-1/4" +165.0 Psf FIG 1: 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 WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. 4LUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY D II N. VENICE, FL 34275 0P & ANCHOR QUANTITY TABLE * J ROSOWSKI (941)-480-1600 CERT. OF AUTH. 929296 JPDATED TABLE 3. -9 04/05/17 COPYRIGHT 02017 .! PGT INDUSTRIES, INC. SGD-780 ,� NTS 8 OF 18 � MD-780.0 9$ B ALL RIGHTS RESERVED PRODDC r RE+/1SED as empiyiag with the Florid, Accepturcc No t1-04 .6.61 • r-AUMIa Dste 2_ rllrsa� PnidacfCaeEtot ``% ,,,,.,rrrrr LYN/V,, ' VIGENSF'• Z .* No. 58705 11NAL 0\\•�• A. LYNN MILLER, P.E. " ON c4rirll EXAMPLE 1: 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/-108.6 PSF ME 4ANCHORS PERPENDICULAR TO THE GLASS 14-06" P-HOOK ANCHORAGE DETAILS 4 ANCHORS PARALLEL TO THE GLASS 1• MAX. "ANCHOR EXTERIOR 6• MIN. HEADISILLMAY FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR CENTERLINE SPLICED HEADISILL, EXTRA ANCHORS NEEDED. OF INTERLOCK MAY BE ADDED IN THE POCKET 6• CENTERLINE CENTERLINE MAX. OF PANEL 1 OF PANEL 2 o o o o +3• tto ANCHORAGE, '+3' ANCHORAGE, SHEET 12 SHEET 12 •C6"CLUSTER, EXTERIOR 'C6'CLUSTER, SHEET 13 _/ I-1 SHEET 13 FRAMEJAMS SEE POCKET JAMB V REQUIRED @ INTERIOR POCKETS INSTALLATION ON SHEETS HEAD/SILL ANCHORAGE DETAILS PXXX, 3-TRACK POCKET BY OTHERS, SEE NOTEfi,SHEET6 CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE OF PANEL 3 • • 1 6• +3'ANCH0RAGE, MAX. SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) USER INSTRUCTIONS: 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +98.21-108.6 AT A NOM. PANEL SIZE OF 48" X 80". FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS +1051-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION HeadlSill C6+3 USING ANY ANCHOR IN GROUP Jamb 10 B (SEE TABLE A), TABLE 3 SHOWS P41odc 4+4 ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE "C6" CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3" ANCHORS LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LA O P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. M N. MIN. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P-HOOK: SHEET 6 24-1I2 FOR PRODUCT REFERENCES, ALSO SEE: MAX. D.C. A SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPES. —Ij 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. 7-11116" MAX. JAMB ANCHORAGE DETAILS tNU VANtL ANUMUK t7LUtt' I IUN, (-+I ' ANL TIUKAlot UNLT): DISTANCE TO NEXT CLUSTER 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) 10/05/15 1070 TECHNOLOGY D N. VENICE. FL 34275 STRAIGHT DOOR EXAMPLE k J ROSOWSKI (941) 480-1600 CERT. OF AUTH. 029296 NO CHANGES THIS SHEET. ff 04/05/17 COPYRIGHT02017 I.T INDUSTRIES. INC. SGD-780 111 NTS 1 9 OF 18 1# MD-780.0 1941 B ALL RIGHTS RESERVED PROWCf BEVNWD a+ pIyWEwlt6 Nee F)9" ma.t� )� oza•by Aocep!•eoe No &sg4itiee D•te 2 �— gt ONY LYNyM� . i * No. 58705 * = .T'•. 117,, ZONAL /Inllt111 A. LYNN MILLER, P.E. P.E.N 68705 EXAMPLE 2: 5-PANEL, 2 TRACK, l l" Max' 90' 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 4ANCHORS FOR ° ° NO FRAME JAMB PERPENDICULAR STABILITY, REQUIREDQ TO THE GLASS EXTRA EXTERIOR POCKETS a ANCHORS ANCHORS PARALLELTO MAYBE THE GLASS ADDED IN •'•� SEE POCKET JAMB THE POCKET INSTALLATION ON POCKET BY SHEETB OTHERS, SEE I NOTE S. SHEET 6 :. 1 24-112 • ,0' MAX. TO OPENING MomAX' EDGE OF POCKET I 241r2' 24' MAX. O.C. END ANCHORAGE (MIN. 1 ANCHOR) "-2" ANCHORAGE, SHEET 12 CENTERLINE OF PANEL 1 24' MAX' O.C. EXTERIOR INTERIOR r'C4' CLUSTER, SHEET I3 ERLINE OF INTERLOCK' • • 14-5/16' MAX. '-2- ANCHORAGE, SHEET 12 P-HOOK 60" • ANCHORAGE NOM. CENTERLINE OF PANEL DETAILS PANEL WIDTH CORNER CLUSTER. SHEET 14 �CENTERLINE OF INTERLOCK CENTERLINE I I~ OF PANEL 3 . an V EXTERIOR '+2-ANCHORAGE, '+2' SHEET 12 'C4' CLUSTER. _/ SHEET 13 24-lr C MAX. 7-1111i 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 +80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR CONCRETE INSTALLATION Head/Sill C4+2 USING ANY ANCHOR IN GROUP Jamb 8 C (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: P-hock 4+4 iOR 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 0 CORNER: SHEET 14 FOR THE "C4" CLUSTER ANCHORS @ THE SO- 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. )R ir11wD ANCHORAGE DETAILS SEE FIGURE ABOVE FOR CENTERLINE ADDITIONAL ANCHOR INFORMATION. 6' rOF ASTRAGAL MAX CENTERLINE I CENTERLINE OFPANEL4 t­OF PANEL :HORAGE,—/ F. 24•MAx. +I SHEET 12 '+Y ANCHORAGE, 'C4" CLUSTER, SHEET 12 SHEETI3 HEAD/SILL ANCHORAGE DETAILS 90' OUTSIDE CORNER PXX/XXO, 2-TRACK =NU F'AINtL. ANUMUK tXUtF' I [UN, (-+1- ANUHUKAGt ONLY): DISTANCE TO NEXT CLUSTER 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: FIXED PANEL, REFER TO.0' =L BRACKET DETAILS, SHEET 3 NO ANCHORAGE (MIN. 1 ANCHOR) ALUMINUM SLIDING GLASS DOOR NOA (LM) IMI10/05/15 1070 TECHNOLOGY DI N. VENICE, FL 34275 CORNER DOOR EXAMPLE m' J ROSOWSKI (941)-480-1600 CERT.OFA NO CHANGES THIS SHEET. iS COPYRIGHHTT B 2017 O4/05/17 i1 17 POT INDUSTRIES, INC. SGD-780 III NTS 111 10.OF 18 $ MD-780.0 If} B ALL RIGHTS RESERVED ms;--O!" :9 i crrEt ' R:f:iS�J yty_ �- ��� ZZ 4 LYNNei_ ORI ",,'ONAL A. LYNN MILLER, P.E. REX 58705 Part # Description Material 72 Kommeding 4SG TPS Spacer System 73 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 74 Quanex Duraseal Spacer Matedals 75 Cardinal )1L Edge Spacer REFERENCE TF,5T REPURT S: F I L•8!7 1, tWOU ✓r< el9fll SILICONE STRUCTURAL SILICONE STRUCTURAL 7/18-NOu. 31a6' RS GLASS Imo— 9/16'NOM 114' RS GLA99 jam— I 1.1/78'NOM. 9116•HS GLASS A90' PVB ORSG 3116'HS GLASS .090' PVB OR SG 1-1f78'NOM .09E PVB OR SG I .09T PVB OR SG 311E ANN GLASS 'Ile' ANN GLASS 3/1E ANN GLASS 114'ANN GLASS 7lfE AIR SPACE 3!B'AIR SPACE E9 69 3MG-TOLASS 114-TGLASS b9 )� G .6E NOLL OOR 69 AV NOM OW aR EB .BS'NOM OoR 66 .BS NOM. GLASS SITE GLASS BITE EK..*R GLASS BITE E RwR GLASS BRE a a a ro E%IERUR a EO 13-75 i 66 ro ro rt r1 GLASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB) GLASS TYPE 3 (WITH PVB) GLASS TYPE 4 (WITH PVB) GLASS TYPE 5 (WITH SG) GLASS TYPE 6 (WITH SG) GLASS TYPE 9 (WITH SG) GLASS TYPE 10 (WITH SG) 717ENOM. ���''jII ' 311E NS GLASS--� I Ile S GLASS�f A . 7T-MELT BUTYL -3/16° NOM. 1/4"NOM. FOAM e/ OR 61 .65'NOM .BENOLL POLYISOBUTYLENE WITH U GLASS GLASS WITH DESICCANT DESICCANT SITE BITE ExT. GLASS EXT. GLASS a ^�+ a 74 ro INT. GLASS INT. GLASS GLASS TYPE 7 GLASS TYPE 8 PRODUCrRELl6® B3cexsPl3'. WhhtheFa�eldA t BI BQQce KODISPACE SUPER I.11I6'NOM. 1.1/16-NOK AeeelptOBcefllo I7-dyto-ay 72 73. @ EapSt0lta�r BBte_g,)2�,2p72- 4SG TPS SPACER NXT'' 3'E ii.09V LG 3f1E N5GASS .090'SG 3116`tn GLASS 311ENSGLASS r)1i>Y�. '1 ed4iLL4CQIDk4t ALUMINUM 7/1 E AIR SPACE 3W AIR SPACE (TT711 REINFORCEMENT POLYISO- DESICCANT FILL AREA 3116-ICLASS 114'TGLASS �`��0 Y LYNyM�%�� N,........ i BUTYLENE 5/16' NOM. 6, 67 "ANN" = ANNEALED '� LlCENS j'- K/ SEAL "HS" = HEAT STRENGTHENED` 5/16' NOM. SILICONE SEAL t•8 OR ® .65'NOM m oR to .ss'NOM _ * ;• .. BUTYL 8 ROLL -FORMED GLASS cuss T° =TEMPERED _ No. 58705 DESICCANT STAINLESS STEEL t Rl(m SITE Ex"10iR BRE "PVB" _ .090" TROSIFOLO PVB FOAM a a INTERLAYER BY KURARAY = O�31 ExT. GLASS ,r.,5 m rar5 �, AMERICA, INC. ��p s A� EXT. GLASS 71 „ SNTERLAYERBYRKURARAY �oRIOP.•''G1��• GLASS TYPE 11 GLASS TYPE 12 AMERICA, INC. �i;S70NALI�N``� INT. GLASS INT. GLASS A. LYNN MILLER. P.E. DURASEAL® 75 XL EDGE TN ALUMINUM SLIDING GLASS DOOR NOA (LM) g 10/05/15 1070 TECHNOLOGY DR RE.#58705 74 SPACER SPACER N. VENICE, FL 34275 GLAZING & SPACER DETAILS 4, J ROSOWSKI (941�80-1600 CERT. OF AUTH.#29296 ADDED SPACERS -JR �� 04/05/17 COPYRIGHT®2017 SGD-780 I NTS 1 11 OF 18 MD-780.0 PGT INDUSTRIES, INC. c B ALL RIGHTS RESERVED JAMB ANCHOR LAYOUT FOR ALL DOORS: L1L-LL7 2.53" g" DIAG. r 11 n 11 2.53" 6" DIAG. EXTERIOR EXTERIOR * 24-1/2" 2¢1/2" MAX. I "AANCCHOR MAX, O.C. 1 5.44" 7 " MAX. m t MAX. 2-TRACK FRAME JAMB ANCHOR PAIR rll a n� 2,53" 6" DIAG. EXTERIOR� 24-112" MAX. O.C. 5.44" 7-11116' MAX. 3-TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION 4 1 Ic Head/Sill C4+1 P� I 11 H 11111 5.44" 7-11116" MAX. 3TRACKFRAME JAMB ANCHOR PAIR r11r 11 ti 1171�7 2.53" 6" DIAG. 24-112" MAX. O.C. 5.4, 1/16' AX. 7-1 M EXTERIOR — 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). HEAD/SILL'Y' INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANEL PANS CENTERLINE 5.06" PANEL CENTERLINE CENTERLINE o I EXTERIOR 15 EXTERIOR EXTERIOR 2-TRACK INTERMEDIATE j�_ '-I* ANCHOR LOCATION �J 3-TRACKINTERMEDIATELOCATION -TRACK INTERMEDIATE 1"ANCHOR LOCATION "+2' ANCHOR LOCATION (ALSO USE WHERE "+1' ANCHOR IS REQUIRED) PANEL CENTERLINE EXTERIOR 2.53 3.31" n 1.2-T �J 2-TRACK INTERMEDIATE +2' ANCHOR LOCATION PANEL CENTERLINE 3.31" EXTERIOR 2.53 4.1 T' 2-TRACK INTERMEDIATE "+31 ANCHOR LOCATION PANEL CENTERLINE 4 17" 2.53" EXTERIOR 14" (� 2" If- �7 2-TRACK INTERMEDIATE "+4" ANCHOR LOCATION NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) SILL SHOWN, HEAD SIMILAR. PANEL CENTERLINE 4.17" EXTERIOR 2 53" 1� 1 1 ~— 3.31" v 3-TRACK INTERMEDIATE ""ANCHOR LOCATION (ALSO USE WHERE "+2" ANCHOR IS REQUIRED) PANEL CENTERLINE 417" 2.53" EXTERIOR 3.31" lul 3-TRACK INTERMEDIATE '+4" ANCHOR LOCATION CENTERLINE I �4.17" 1— 2.53" 1.66" � �_ 3.31 4-TRACK INTERMEDIATE '+4"ANCHOR LOCATION (ALSO USE WHERE'+3' I ANCHOR IS REQUIRED) ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 ANCHOR LAYOUT t J ROSOWSKI (941)-480-1600 CERT. OF AUTH...90 NO CHANGES THIS SHEET. 1- 04/05/17 COPYRIGHT02017 PGT INDUSTRIES, INC. SGD-780 9 NTS 12 OF 18 $ MD-780.0 B ALL RIGHTS RESERVED EXTERIOR V PRODUCC REVISES! as ampijdag wUh the FiSu'd L-u.23ngi^a,0e Atttple0ee N8 i7-042e-0 Y EapL•rL'ae p;aee -0ZL dTF�lIU�p 1 `\``�T11111111� N`f LYN/v .� * : No.58705 Boa 7 E7r7:�� s � �'17,SYONAL,Er.�` A. LYNN MILLER, P.E. P.E.z 58705 HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ON-rP CATION 11 ESPLICE �TION ENSPLICE �TION NE�SPLICELOCATION CNCNRLNN DEDCFNEDEDFNEEDED EEMLL 4 q" 4.17" 2„ I 2" I 1.66" I 3.31" 2„ I 0 0 0 0 0 0 0 0 0 - 1 2.53" 2.53" ° 2.53" 2.53" EXTERIOR 4.17" EXTERIOR Q,17" EXTERIOR Q•17 EXTERIOR 3.31" 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME IG (USE WHERE 4 CLUSTER lul (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED, 'CIO-) _Sam (FOR SPLICE (FOR SPLICE CONDITION. DO NOT CONDITION. DO NOT ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR INTERLOCK USE THIS DETAIL, USE THIS DETAIL, INTERLOCK INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK INTERLOCK SPLICE LOCATION SEE NOTE 3) SEE NOTE 3} CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE CENTERLINE IF NEEDED 3.31" I 4° 4" 3.31" 2.53" 3.31" 1 2.53" ;4.12.53"2.53" 0EXTERIOR 4.17" EXTERIOR 4.17" EXTERIOR 7" EXTERIOR q'17" EXTERIOR �41 15 3-TRACK FRAME IG --TRACK FRAME 3-TRACK FRAME 3-TRACK FRAME 3-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED, °C4°) ANCHORS ARE REQUIRED, "C6') ANCHORS ARE REQUIRED. -CW) ANCHORS ARE REQUIRED,'C1(•) ANCHORS ARE REQUIRED, "C12-) (FOR SPLICE (FOR SPLICE PRODUCT' REVTS'M ASTRAGAL OR ASTRAGAL OR CONORION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION, DO NOT ASTRAGAL OR 23c=pbiagwFthTt$d02ft INTERLOCK SPLICE LOCATION INTERLOCK USE THISDDO NO L. INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION WT0i0g cede CENTERLINE �IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE -IF NEEDED AaepTaaceNo sl 1.66" 4.17 3.31" 2q " " 1 3.31" 3.31" 3.31rdsm^@;ifr e ° MW5 IM2.5 °NY LYN/yrl 2.53" 2.53" 3" 3" 2.53"'�OFz ; No.58705 RIOR 4.17" EXTERIOR EXTERIOR 417"EXTERIOR 4.17EXTERIOR 4-TRACK FRAME 4-TRACK FRAME rT'Iy 4-TRACK FRAME r�Iy 4-TRACK FRAME �+I�y -RACK FRAME •� �= (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER v (USE WHERE 8 CLUSTER v (USE WHERE 10 CLUSTER v (USE WHERE 10 OR 12 CLUSTER %o0 A E,O 1 �• ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, °C6-) ANCHORS ARE REQUIRED. -C8') ANCHORS ARE REQUIRED. -CID-) ANCHORS ARE REQUIRED,'C12°) i T S TONAL I1111111 E� NOTES: ALUMINUM SLIDING GLASS DOOR NOA (LM) 3 10/05/15 1070 TECHNOLOGY DR A. LYPN11 E.95MILLER.5P.E. 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. N. VENICE, FL 34275 2) SILL SHOWN, HEAD SIMILAR. ANCHOR LAYOUT S J ROSOWSKI CER940FAVOH1iFP0 a NO CHANGES THIS SHEET. ag 04/05/17 9296 COPYRIGHT(92017 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, PGT INDUSTRIES INC. USE THE NEXT HIGHER CLUSTER QUANTITY. SGD-780 111 NTS 1 13 OF 18 j$ MD-780.0 J�jj B ALL RIGHTS RESERVED HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: TERIOR ID 90°CORNER, 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' C4• XTERIOR ID (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'M 2.53" 2.53" �EERRIOR 90• CORNER, 2-TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED•' Ce') 4" 4.17" 3.31" EXTERIOR 90° CORNER• 3-TRACK 15 (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, ° 2 2 (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, -M :RIOR 90• CORNER, 3-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, • 98•) �I .,OR 90' CORNER, 2-TRACK `^ v (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C11 2.53 90' CORNER, 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C1 O' (TERIOR 15 Head/Sill C 1 Jamb 8 P-hock 4+4 PRODUC C RES�T6!}'D as c,0?61,vlOg wild A6eF k"'mlieg 4 17^ 2.53 )ALL DIMENSIONS SHOWN ARE BASED ON LYN/V�,� 2.53" 2,53" MINIMUM ALLOWED. 5.06" ��```( �` �O "' • �!� �1.: �1GENs F • .cn� 3.31" 2) DETAILS DEPICT ANCHOR QUANTITY AND µo, 58705 3.31" SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS.TL7� NEI 4al 3) SILL SHOWN, HEAD SIMILAR. %�0�; •, _ �i OR1OP,.�Ax o' EXTERIOR 4 �(�`S''• ���iS��NAL 4 3.31° EXTERIOR 4" EXTERIOR 4.17" 90°CORNER 4-TRACK 90'CORNER. 4-TRACK ID 90°CORNER. 4-TRACK $� ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A. LYNN MILLER, P.E. P.r.#58705 (USE WHERE40R6CLUSTER ANCHORS ARE REQUIRE(USE WHERE 8 D CB• ANCHORS ARE REQUIRED,• (USE WHERE 10 CLUSTERN. VENICE, FL 34275 ANCHORSAREREQUIRED,'C6• ANCHOR LAYOUT j. JROSOWSKI (941)-480-1600 • CERT. OF AUTH.#29296 NO CHANGES THIS SHEET. Ig 04/05/17 COPYRIGHT02017 SGD-780 111 NTS 14 OF 18 o MD-780.0 B PGT INDUSTRIES, INC. ALL RIGHTS RESERVED P-HOOK ANCHORS LAYOUT FOR ALL DOORS: 14-511 WPM %X. 1AX. 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: I,. ` I "'---E Iv1d HeadlSill C4+1 Jamb P-hock HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: 4.17" _ EXTERIOR 2.53" 3.31" 4" 135' CORNER 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 'M EXTERIOR 2.53" rr 3.31" 3.31" 135' CORNER, 3-TRACK (USE WHERE 4 OR 6 CLUSTER ANCHORS ARE REQUIRED,' C6' 4.17° EXTERIOR 3.31" 135' CORNER 2-TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,' C8') 7" EXTERIOR I ID 135' CORNER, 3-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,'M 135' CORNER 4-TRACK 135' CORNER 4-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER ANCHORS ARE REQUIRED.'M ANCHORS ARE REQUIRED, 'M FIGURES PERTAIN TO THE FOLLOWING 135' CORNER ANCHOR LOCATIONS: 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 Heed/Sill C4 1 CONFIGURATIONS. Jamb 8 3) SILL SHOWN, HEAD SIMILAR. P•hook 1 4+4 3" Px* 135' CORNER, 2-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,' CO-) 135' CORNER, 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,'C1O' �f 4.17" EXTERIOR v 135' CORNER 4-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, -C70' 4.17N , 4„ EXTERIOR 3.31" t35' CORNER, 2-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, -C70') ALUMINUM SLIDING GLASS DOOR NOA (LM) JAI 10/05/15 1070 TECHNOLOGY D N. VENICE, FL 34275 ANCHOR LAYOUT l� J ROSOWSKI (941)-480-1800 NO CHANGES THIS SHEET. O 04/05/17 CERT. OF AUTH. #29286 COPYRIGHT m 2017 SGD-780 III NTS 15 OF 18 , 1 MD-780.0 B PGT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODDC P RMASM as .Flylag with theFbdu Uu:1ikg Ha4e AccepYam NG 2 tl -10 EyilrnPau d➢afe 4J /�2 ,�! a 2Z Mr.nc'R,1k' nSdKefC�dlaBo6 ` �• apC1Y LYNI. 1,10ENTp le, . N�O. 58705 Cr 7*4 311 _7�` A. LYNN MILLER, P.E. P.E.# 58705 INSIDE 9V OUTSIDE 90' INSIDE 90• OUTSIDE 90• OUTSIDE 135' INSIDE 135' PANEL SINGLE INTERLOCK SINGLE TERLOCK RLO'C�K DOUBLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOXIN ASTRAGAL ASTRAGAL BOXOUT ASTRAGAL RECEIVER OUTSIDE90• ASTRAGAL ASTRAGAL RECEIVER CORNER LOCKSTILE CORNER LOCKSTILE OUTSIDE 135• ASTRAGAL INSIDE 135• ASTRAGAL ASTRAGAL RECEIVER ASTRAGAL RECEIVER IN INTERLOCK STILE Wl B Vyf B Wf W RECEIVER Wl W W E �C RECEIVERWf HANDLE WIRANDLE TYPES EZr eLJ — % -0 a--43 SINGLE INTERLOCKE F PP K L L TA TC TR TQ TV TW OUT (eozw) maxopo SINGLE INTERLOCK8 P A C C SA SC I C SQ S V S W IN (eoxw/ (BOX OLM DOUBLE 1 YR GR INTERLOCK STILE RR R Y FD FC FV FW �S MS CXCLM LOCKSTILE D M G J W J W WI HANDLE ta�g7 rearrw carom ream ASTRAGAL BOX IN PANEL NOTES: 8oxU4 BOKM LEFT PANEL STILE ' INERIOR T EXTERIOR RIGHT PANEL STILE 1. SEE DP/ANCHOR TABLES 1-3, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. ASTRAGAL Box iN W HANDLE ear ASTRAGAL Box our �• / oXopoxourq PANEL "E" SHOWN. APPLICABLE STILE/ASTRAGAL SEE TABLE FOR OTHER REQUIREMENTS. PANEL TYPES AND 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. ASTRAGAL BOX OUT LR WR Wf HANDLE lBarom (BOXOUl1 SILICONE BY OTHERS INS. 90°ASTRAGAL RECEIVER AT AS DF WIHANDLE 5116" s1 WASHER PRODUC!' REY M r3c� I �Y♦131E`!A Dea ourslDeso ASTRAGAL RECEIVER CF 94 #8 X 1° PH SMS, 3 TRACKSHOWN; USE 2 SCREWS 6UTAiag Cede ft Ea�e�Da� 0q • ��� UT. IT* RECEIVER CT �� WI HANDLE FOR2TRACK FRAMES& 4 SCREWS FOR\\\1++' I l l l l r lf,�� INS. 90'coRNER LOCKSTILE RT Cl W/HANDLE 50 5/16°X2" LAGBOLT 4-TRACK FRAMES \N`( LYN/y ao •..•••..•••�i 2�::'�+GENSF Q.: •, OUT. 9V CORNER LOCKSTILE QT QJ W/HANDLE PANEL CORNER DETAIL FRAME CORNER -DETAIL No. 58705 '•: _ •7 OUTSIDE 135• ASTRAGAL VF RECEIVER SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN '�OT '%�S'..(O..... 1 •• I '`, N INSIDE 135• ASTRAGAL WF RECEIVER ` '�S�OfYAL IIIII1111+\ ` A LVP P.E. OUTSIDE 135•AST. VT VS WEHAND E ALUMINUM SLIDING GLASS DOOR NOA (LM) c 10/05/15 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-480-1600 E#98705 INSIDE 13s Asr. RECEIVER WT WSPANELTYPESm`JROSOW$KI WI HANDLE CERT.OF AUTH. #29296 NO CHANGES THIS SHEET. ea 04/05/17 COPYRIGHT ©2017 h160E 18 ;' MD-780.0 PGT INDUSTRIES, INC. SGD-780 NTS o z Q i B ALL RIGHTS RESERVED LI►- 4.741 5.186 Lr 9.000 A.100 2.000 .074 1.938 E074 1.938 -13� 13821 PANEL STILE I ZZ TOPBOTTOM RAIL - 4112" 23 TALL BOTTOM RAIL -9" L--1 .442 rF 22380 1.9381.947 1.082. 96�2L07'l- 0751.075 f 1 NTERLOCK SNAP IL 2a ADAPTER 25 I ADAPTER zs DOUBLEINTERLOCKOCK 27 ADAPTER so INTERIOR BEAT j+ 1.300 125 M.125 420 1.801 .090 1.845 .583 .374 � .090 «� 1.793 3.063 --4 2.442 z8 BACKER LA ASTRAGAL 2s INTERLOCK REINFORCEMENT O P-HOOK 99 "O" PANEL BRACKET L1_ F 140 1.455 J II II I I F�► 11.144 II U_!11 11 4-TRACK SINGLE HEAD 090 1.405 F�� 8.615 10 3-TRACK SINGLE HEAD 7.205 - 1.000 39 P-HOOK MOUNT .110 .090 1.4956 �I-t- 6.794 5O 2-TRACK SILL L L 090 .090 1.405 I 1.495 926 Fr 7.443 ++ F1 9.323 1.184 239 306 1084 -� r- 1.084 506 L 045 040 I (� •717 090 oso 3o .090 INTERLOCK TRIM COVER 31 FRAME SCREW COVER 6.085 8.615 7.443 1.793 �g r •293 44 241 125 •847 Oi 2-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP LL- 03-TRACK JAMB 404-TRACK JAMB 2.836 I'•�-• 4 0� 2. f O2 2-TRACK JAMB W/ SCREEN --�-j 2.723 .094 � 2.835 2.781 1.616.062 17 EXT SILL COVER W/SCREEN IS90" CORNER 90" CORNER LOCKASTRAGAL 8 RECEIVER ASTRAGAL .307 1.665 3.359 2.471 125 3.349 PRODUc r 045 .693 1.518 as lull n L-mding '''04 Aeseptusce 135°CORNER 135°CORNER 2'099 062 �1 Er�frsaaal OLOCK ASTRAGAL 38 RECEIVER ASTRAGAL 19 MIDSILL COVER O SCREEN 1 tom-- 1.045t, r- 1.019 E1.993 0621.872 062050 1.342 111 BOTTOM 112 SSTILEN SCREEN 114 ASTRAGAL .425 2.026 L=11.521 .12 .67}96 4.966 i ,045 .307 .125 1e INT-EXT SILL COVER 32 ASTRAGAL 912 125 .857 782 F ,857 - 850 I 850 050 850 .045 045 .050 --� 61 OGEE BEAD 62 OGEE BEAD 63 OGEE BEAD OSQUARE BEAD TRACK ADDON .782 I rt .290 �I R-8850 .040 - .912 .050 --: 89116" ss SQUARE BEAD 8a 1-1116" SQUARE BEAD O8 2-TRACK SINGLE HEAD W/ SCREEN .oso 1 O 3-TRACK SILL 1.423 L L_ �1 Imo- 1.048 1.872 1.405 1,495 W �g .993U rr 062 A ALUMINUM SLIDING GLASS DOOR NOA(LM) 2 10/05/15 1070TECHNOLOGY D' N. VENICE, FL34275 - 6.085 -� �I-- 11.853 - 791 -- .045 EXTRUSIONS J ROSOWSKI (941)-480-1600 CERT.OF N29296 eO2-TRACK SINGLE HEAD O4 TRACK SILL ASSEMBLY 110 SCREEN �� SCREEN 1131NTERLOCK a ADDED #110. zo 04/05/17 IGHTAUTH COPYRIGHT02017 NOTES: 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. TOP SGD-780 .25 111 17 OF 18 o z° MD-780.0 13 ALL RIGHTS RESERVED '4 * N�o.58705 k "'7/0NAL E?.��• A. LYNN MILLER, P.E. rnci C n• 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 AI 3 8133 3-Track Jamb - 6063 T6 At 4 8132 4-Track Jamb 6063 T6 At 5 8118 2-Track Sill 6063 T6 AI 6 8116 3-Track Sill 6063 76 AI 7 8120 4-Track Sill 6063 T6 At B 8127A 2-Track Head 6063 T6 At 9 8128A 2-Track Head with Screen Rail 6063 T6 AI 10 8124 3-Track Head 6063 T6 AI 11 8121 4-Track Head 6063 T6 At 12 8140 Sill Riser-1-5/8' 6063 T6 AI 13 8139 Sill Riser - 2-3/4" 6063 T6 AI 14 8138 Sill Riser -3-1/2" 6063T6At 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 TB At 18 8117 Int-Ext. Sill Cover 6063 T6 At 19 8115 Mid -Sill Cover 6063 T6 At 20 8183 Sill Mounting Stdp/Anchor Plate 6063 T6 At 21 6012 Panel Stile 6063 T6 At 22 B014C Top/Bottom Rail 6063 T6 At 23 8013C 9" Tall Bottom Rail 6063 T6 At 24 8104 Stile Adaptor 6063 T6 At 25 8102 Interlock Adaptor (Single) 6053 T6 At 26 8101 Interlock Adaptor (Double) 6063 T6 At 27 8103 Top Snap Rail Adaptor 6063 T6 At 28 8105 Astragal Backup Plate 6063 T6 At 29 8192 Interlock Reinforcement 6105 T5 AI 30 8200 Interlock Screw Cover with Tslot 6063 T6 At 31 8136 Frame Screw Cover 6063 T6 At 32 B107C Astragal 6063 T6 At 33 8110 90• Comer Lock Astragal 6063 T6 At 90' Comer Astragal Receiver 6063 T6 At 8204 135' Comer Astragai 6063 T6 At 8205 135" Passive Comer Mount 6063 T6 At 8112 90' Comer Astragal Backup Plate 6053 T6 At 8108 Pocket Door P-Hook . 5053 T6 AI 8109 Pocket Door P-Hook Mount 6063 T6 AI 8141 Screen Frame Add•on (Sill) 6063 T6 At 8142A Screen Frame Add -on (Head) 6063 T5 At 421B111 8143A I Screen Track Addon 6063 T6 At # 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 @ P-hook Flex PVC 46 1644 .187' X.270" Weatherstrip 48 8175 Corner Astragal Seal 49 1270 112" X 1-1/8" Open Cell Foam Pad, 3+ Panels 50 5/16" X2" Lagbolt SS 51 8197 Lagbolt Washer Nylon 52 8153 Tandem St. Sti. RollerAssembiy SS 53 8153 Tandem Nylon Roller Assembly Steel 64 #10" X 1-1/2" Ph. PH. SMS @ Roller SS 55 8052 Roller Adj. Hole Plug PVC 60 8022 Interior Bead 6063 T5 At 61 8150 7/16" OG Bead 6063 T5 At 62 8145 9/16" OG Bead 6063 T5 At 63 8146 1-1/16" OG Bead 6063 T5 AI 64 8150 7116" Square Bead 6063 T5 AI 65 8148 9/16" Square Bead 6063 TS AI 66 8149 1-1/16" Square Bead 6063 T5 At 67 6TP247 Vinyl Glazing Bulb 68 1643 Foam -filled Glazing Bulb (7/16" glazing only) 69 Dow 899, 995 or Instantglaze Glazing Silicone Silicone 70 1725 Setting Block, 1/2" X 4" X 1116", 85 +/- 5 dum. EPDM 71 1726 Setting Black, 1" X4" X1/16" (IG), 85+/-5 dum. EPDM 72 Super Spacer nXr with Hot Melt Butyl Composite 73 Duraseal Composite 74 Cardinal XL Edge $pacer 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 71OX115PPX #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 76X98PPAX #6 X.375" Ph. PH. SMS SS 87 4365 4 Hole Bumper Stop 811 78X38PPTX #8 X318" 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 3/4" Ph. FH. SMS @ Bracket to Frame SS NOTES: 1) ITEMS # 47, 56-59. 75-79 8 92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Bill of Material Part# Description Material 4317 Screen Top Rail 6063 T8 At 4318 Screen Bottom Rail 6663 T6 At [112 4319 Screen Side Rail/Lockstile 6063 T6 AI 8152 Screen Interlock Adapter 6063 T6 AI 4344 Screen Astragal 6063 T6 AI 7SRAZ Roller Nylon 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 ScreenSpline -.165' Vinyl 124 iScreen Cloth Fiberglass ALUMINUM SLIDING GLASS DOOR NOA (LM) IgI 10/05/15 PARTS LIST €m J ROSOWSKI NO CHANGES THIS SHEET. 1 04/05/17 SGD-780 Ill NTS Ill 18 OF 18 1191 MD-780.0 99B rrtoDDcras�a � c�mptrlag trNirl� Floe E%P I Date SF/� �•,2�— VICEa M� * No.5a705 'ONAL INS•• )70 TECHNOLOGY DR aL PEX58705 P.E. N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT ® 2017 PGT INDUSTRIES. INC. A-- RIGHTS RESERVED