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HomeMy WebLinkAboutAPPROVED SGD780NOA M IAM I-D �E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1'.805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,.Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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& 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. figoom�tiar�I•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 (6"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 TABLE B: SEE DETAILS ON SHEET 11 INCLUDING I NT./EXT. POCKETS & 900/1350 CORNERS Glass Description(Listed from Exterior to Interior) Table Sheet GENERAL NOTES Type I # # 1)GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET &GLAZING DETAILS ON SHEET 11. 1 7/16" Laminated: (1)Lite of 3/16"ANN Glass and (1)Lite of 3/16" HS Glass with .090" PVB Interlayer 2 7 2) DESIGN PRESSURES: 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 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 3 1-1/16" Laminated I.G.: 3116"T Exterior Cap+ 7/16"Air Space+7/16" Laminated consisting of(1)Lite 2 7 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. of 3/16"ANN Glass and(1)Lite of 3/16" HS Glass with .090" PVB Interlayer C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING 4 3/16"ANN Glass and(1)Lite of 3116" HS Glass with .090" PVB Interayer BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 5 7116" Laminated: (1)Lite of 3116"ANN Glass and (1)Lite of 3116" HS Glass with .090"SG Interayer 1 7 REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 6 9116" Laminated: (1)Lite of 1/4"ANN Glass and(1)Lite of 1/4" HS Glass with .090" SG Interayer 1 7 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 7 7/16" Laminated: (2)Lites of 3/16" HS Glass with .090" SG Interayer 3 8 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 8 9116" Laminated: (2}Lites of 1/4" HS Glass with .090"SG Interlayer 3 8 ADM, ALUMINUM DESIGN MANUAL. 9 1-1116" Laminated I.G.: 3/16"T Exterior Cap+ 7/16"Air Space+7/16" Laminated consisting of(1)Lite 1 7 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING of 3/16"ANN Glass and (1)Lite of 3116" HS Glass with .090" SG Interayer CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, 3116"ANN Glass and(1)Lite of 3/16" HS Glass with .090"SG Interayer AS APPLICABLE. 1-1/16" Laminated I.G.: 3116"T Exterior Cap+ 7116"Air Space+ 7/16" Laminated consisting of(2)Lites 9)APPLICABLE TEST REPORTS: FTL-5254, 5273, 5618, 5619, 8322, 8374 &ATI-81241.01-401-18. 11 of 3116"HS Glass with .090" SG Interayer 3 8 TABLE A: 12 1-1/16" Laminated I.G.: 1/4"T Exterior Cap+ 318"Air Space+7116" Laminated consisting of(2)Lites of 3 8 Min 3116" HS Glass with .090"SG Interlayer Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Embedment or Group Member Distance Distance Metal Thickness ANCHOR NOTES #12 410 SS SMS Southern Pine(SG= 0,55) 9116" 718" 1-3/8" 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE min. of 3 threads be 6063-T5 Aluminum 318" 9/16" 0.063" ( beyond All A36 Steel 3/8" 9116" 0.050" ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET metal substrate) Gr. 33 Steel Stud 318" 9116, 0.045" (18 Ga) FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 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) 3" 2" 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Jamb I P-hook Hollow Block(ASTM C90) V. 1-1/4" Fy=57 ksi, F„=96 ksi All Southern Pine (SG=0,55) tfl1" 1-3/8" 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. PROPERLY Southern Pine(SG= 0.55) 9/16" 7/8" 1-3/8" SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO #12 Steel SMS (Gr. 5) SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR l REVIgm 6063-T5 Aluminum 3/8" 9/16" 0.063" p1 ... B (min. of 3 threads beyond All A36 Steel 3/8" 9/16" 0.050" GREATER. 1X AND 2X BUCKS (WHEN USED)SHALL BE DESIGNED TO PROPERLYxrjedd metal substrate) TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE s.T>; No 1-7 -C Y26-64 Gr. 33 Steel Stud 318 9116" 0.045" (18 Ga) ,e:r,5 DR ,�e�_, 1/4" Elco UltraCon® All Concrete(min. 2.85 ksi) 1" 4" 1-3/8" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD &TO BE �u— CF REVIEWED BY THE BUILDING OFFICIAL. t,41",Z". „ U_ FY=155 ksi, F 177 ksi Jamb 1 P-hook Hollow Block(ASTM C90) 1" 6" 1-114" :-, All Concrete(min. 2.85 ksi) 2-1/2" 4" 1-3/8" Ww 114" Elco UltraCor�? 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS i Jamb 1 P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-34' PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY ,�` pNY.LYNN�, Fy=155 ksi, F,=177 ksi Jamb/ P-hook Hollow Block (ASTM C90) 2-112" 6" 1-114" HAVING JURISDICTION. `� '��''�SGENSF'•.�C� '� b 114"410 SS Elco Head/Sill Concrete(min. 3.35 ksi) 1" 4" 1-3/4" '•.� Jamb I P-hook Concrete(min. 3.35 ksi) 1" 6" 1-314" 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT No. 58705 CreteFlex® Jamb 1 P-hook Hollow Block(ASTM C90) 1-314" 6" 1-1/4" REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 1/4"THICK&3400 - * ' *` F1 .1y=127.4 ksi, F„=189.7 ksi All SouthernPine (SG= 0.55) 1" 1" 1-3/8" PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE ~"� �, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE AN GROUPS ABOVE, SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO ��D '. 4 VI . !1 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. SUBSTRATE. IF SUBSTRATE IS WOOD, 30#FELT PAPER OR MASTIC IS REQUIRED �� �� 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. '•.• 0R101 •' ��� 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33-KSI. GENERAL NOTES............. 1 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE /� ts ••�,� 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. EXAMPLE CONFIGS..........2 AUTHORITY HAVING JURISDICTION. i�70NAL INSTALL DETAILS..............3-6 CODES I STANDARDS USED: IMPACT RATING DP/ANCHOR TABLES........7-8 A.LYNN MILLER,P.E. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION RATED FOR LARGE &SMALL EXAMPLES.........................9-10 ALUMINUM SLIDING GLASS DOOR NOA(LM) X 10/05/15 1070 TECHNOLOGY DR P.E.#58705 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION MISSILE IMPACT RESISTANCE GLAZING DETAILS............ 11 N. VENICE, FL 34275 ANCHOR LOCATIONS.......12-1 5 •ASTM E1300-09 GENERAL NOTES J ROSOWSKI (941)-480-1600 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING PANEL TYPES................... 16 CERT.OF AUTH.#29296 *ALUMINUM DESIGN MANUAL,ADM-2015 a UPDATED TO FBC 2017, REV. TABLES 1-3 4a 04/P —05/17 SEE TABLES 1-3& Cl-C2 EXTRUSIONS............. COPYRIGHT Q2017 •AISI S100-12 ••••-••- •AISC 360 10 ON SHEETS 7 &8 PARTS LIST........................18 SGD-780 NTS 1 OF 18 MD-780.0 a B ALr�L RIIGHTS RESERVED MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. UNIT WIDTH MAX, UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH a NOM. PANEL WIDTH E NOM. PANEL WIDTH PER TABLES 1-3 PER TABLES 1-3 PER TABLES 1-3 PER TABLES 1-3 13 a 13 MAX. UNIT 3 / 6 w MAX. UNIT 3 / 3 / w MAX. UNIT 3 3 $U3 S I m MAX. UNIT3 3 3 6 I m HEIGHT HEIGHT t HEIGHT 3 & t HEIGHT I 3 PER TABLES 1-3 / i z PER TABLES 1-3 i z PER TABLES 1-3 / / / i$ PER w TABLES 1-3 Lu POCKET f`� POCKET POCKET I� / / / / POCKET 1-PANEL a 2-PANEL F 3-PANEL CONFIGURATIONS F 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS a a a MAX. UNIT WIDTH MAX. UNIT WIDTH -- = MAX. UNIT WIDTH NOM. PANEL WIDTH E NOM. PANEL WIDTH a NOM. PANEL WIDTH a PER TABLES 1-3 a PER TABLES 1-3 PER TABLES 1-3 3 i � MAX. UNIT H 3SEE t3' 3 fER 3 / $ I 3 3 3 $83 3 6 O HEIGHT / 5 w / NOTE MAX. UNIT MAX. UNIT / I PER / SHEETHEIGHT 3 3 / I HEIGHT 3 3 3 3 SHEET. PER TABLES 1-3L=�j I PER TABLES 1-3 / / / / TABLES 1-3 0 POCKET i� / / / / / POCKET Iy CORNER, TYP. F 5-PANEL CONFIGURATIONS a 6-PANEL CONFIGURATIONS 4 OUTSIDE CORNER SHOWN,INSIDE CORNER SIMILAR a MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH a PRODUCTREVMM J= PER TABLES 1-3 a � PER TABLES 1-3 A I 3 I 3 3 3 3 3 $ 3 6 I� 3 3 3 3 $ 3 $ �� MAX. UNIT I MAX. UNIT HEIGHT 3 3 3 3 3 3 i HEIGHT 3 3 3 3 3 3 3 i o Pmdmc PER TABLES 1-3 / / / / / / / i° PER TABLES 1-3 / / / / / / / / iw POCKET I .� �( LYNN �. POCKET N icrrn+s•' 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS 4 � � * No. 58705 CONFIGURATIONS NOTES: "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH -7.875" = DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT- 13.47" "0" = INOPERABLE PANEL 117. tG 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH.IAMB DLO HEIGHT (TALL BOT. RAIL, #23)= DOOR UNIT HEIGHT- 17.29" �� sT � LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN „V = POCKET PANEL HEIGHT — DOOR UNIT HEIGHT-2.25" �'�� ' F P•. '' �: � •.•LORID , � � POCKET CONFIGURATION CAN BE OXXXp. '•, `SS ��`` 10NAL 2)90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. I'l+i f r I f 0\ 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 10105I15 1070 TECHNOLOGY DR A.LYNN E.MILLER,P.E. N. VENICE, FL 34275 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS � J ROSOWSKI (941)-480-1600 DETAIL LETTER CERT.OF AUTH.#E29296 4) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 8 a NO CHANGES THIS SHEET. xQ 04/05/17 COPYRIGHT 02017 m PGT INDUSTRIES,INC. 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE =462.11 FT' �--SHEET NUMBER SGD-780 NTS 2 OF 18 Qz MD-780.0 z B ALL RIGHTS RESERVED 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 a1 92 zs DISTANCE TABLE A, SHEET 1 & DAYLIGHT ------ NOTE 3, BELOW I as e5 e a a OPENING WIDTH i 83 as I 60 ����_ 1-112" FROM 90 EACH END I EMBEDMENT - i I 30 EXTERIOR + ° I EDGE DISTANCE 25 31 EDGE a a EXTERIOR 28 I 21 DISTANCE SEE TABLES 1-3 OR 1 �� 3z REINFORCEMENT14 MAX. 4� I 29 I I EXTERIOR I REQUIREMENTS -- TYP. ANCHOR TYPE, 1/4" MAX. - ________________� EMBEDMENT AND EDGE EMBEDMENT DETAIL A2 HORIZONTAL SECTION (XXO SHOWN) - DISTANCE PER INTO 2X - SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL B2 2X WOOD EMBEDMENT DETAIL IDETAIL D2 --_ ASTRAGAL BUCKSTRIP OR 114" MAX. INTERLOCK INTO MASONRY '-- FACING iNT. FRAMING, SEE DAYLIGHT _ ANCHOR NOTE 3, OPENING 21 SEE TABLES 4 E SHEET 1 WIDTH 44 25 1-3 FOR 31 ° — f INTERIOR REINFORCEMENT EDGE DISTANCE I I �I � TYP. ANCHOR TYPE, 29 REQUIREMENTS ° f emplying Wilk the EMBEDMENT AND g1 °- Q 32 I A humpg C [ r g� EDGE DISTANCE PER SUBSTRATE, SEE gp fig TYP. ANCHOR TYPE, ° EMBEDMENT AND TABLE A, SHEET 1 & 97 fi3 ° a EDGE DISTANCE°a NOTE 3, BELOW 30 PER SUBSTRATE, I I 82 SEE TABLE A, SHEET LYNX 31 67 1 & NOTE 3, BELOW EDGE 26 OR 61 O as EMBEDMENT L-________________ Z Q DISTANCE 62 , ASTRAGAL MAY BE No. 587©5 •��� - EXTERIOR 2 ° a CONCRETEICMU INSTALLED IN EITHER _ 112 12a 123 112 PER ANCHOR INTERIOR OR EXTERIOR :- 119 REQUIREMENT DIRECTION. ALL PARTS ;0 . A E P 121 122 1/4" MAX. IDENTICAL. 120 HORIZONTAL SECTION (XO SHOWN) S G NOTES 1 DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEET 12 FOR ANCHOR LOCATIONS &SPACING A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA (LM) 0 10/05/15 1070 TECHNOLOGY DR P.E.#5s7os FOR EACH TRACK CONFIGURATION. I N. VENICE, FL 34275 2) REFER TO ANCHOR NOTES, SHEET 1. INSTALLATION, HORIZONTAL X-SECT. J ROSOWSKI (941)-480-1600 3 FOR ANCHOR QUANTITIES, SEE TABLES 1-3. tt� ) CERT.OF AUTH.#29296 4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST z NO CHANGES THIS SHEET. 04/05/17 COPYRIGHT©2017 REPORTS FOR EXACT DIMENSIONS. PIT INDUSTRIES, INC. m 5) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. m SGD-780 NTS 3 OF 18 c z° MD-780.0 a z B ALL RIGHTS RESERVED ° DETAIL E1 INTO MASONRY DETAIL E2 DETAIL E3 DETAIL E4 DAD APPROVED MULLION, FBG CONCRETEICMU PER 2X WOOD BUCKSTRIP CONCRETEICMU PER COMPLIANT ALUMINUM/STEEL FRAMING 1x sUCKSTRIP INTO WOOD OR FRAMING, SEE INTO MASONRY ANCHOR REQUIREMENT INTO METAL OR STEEL STUD. SEE SUBSTRATE ANCHOR REQUIREMENT EDGE ANCHOR NOTE 3, ° EDGE PROPERTIES, TABLE A, SHEET 1 DISTANCE SHEET 1 m . � DISTANCE EDGE DISTANCE EMBEDMENT 9 EMBEDMENT EMBEDMENT EMBEDMENT ° 1I4" MAX. 114" MAX. SHIM SHIM - 1/4" MAX. SHIM /4" MAX. SHIM 110 TYP. ANCHOR 1X OR 2X 41 TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND TYPE, WOOD TYP. ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE, SEE EMBEDMENT BUCKSTRIP, 31 TYPE, EMBEDMENT SUBSTRATE, SEE TABLE A, SHEET 1 TABLE A, SHEET 1 & NOTE 3, BELOW AND EDGE 27 SEE ANCHOR AND EDGE & NOTE 3, BELOW NOTES NOTE 3, DISTANCE PER DISTANCE PER 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SUBSTRATE, SHEET 1 SUBSTRATE, SEE OPT. SCREEN TRACK SEE SHEETS 12-15 FOR ANCHOR LOCATIONS &SPACING FOR & TABLE A, SHEET 1 ADDON; SIMILAR FOR HEAD EACH TRACK CONFIGURATION. SHEET 1 & SEE TABLE & NOTE 3, BELOW AND JAMB, 2-4 TRACKS 2) REFER TO ANCHOR NOTES, SHEET 1. NOTE 3, BELOW set 3) FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 078 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. DAYLIGHT 062 '� .713 61 OR 62 OPENING HEIGHT PANEL .713 SILL RISER HEIGHT VARIES WITH REQUIRED FRAME 4 409 POSITIVE 70 HEIGHT 3.630 DESIGN PRESSURE, SEE SHEETS EXTERIOR 7-$ 6D SILL RISER SILL RISER 0D-bCl�RE Le Pay m eamplying 15 (4-112"TOTAL (5-114"TOTAL ft-a^ �.gc BOT.RAIL 16 23 z2 SILL HEIGHT) SILL HEIGHT) 062 c NoI �® 71 52 OR 53 124 .062 •713 1. �e GROUTAS 13 .713 —�� r.-...-- .713 a 1 ',I a� NEEDED, 062 T�_._..........._� \\\\ Y LYN r/j� SEE 27 19 123 #12 SHOWN 1.878 2.628 ANCHOR 12 #13-16 ALSO APPLY 't�•' 41GENSF' %( NOTE 5, , 115 OR 116 7$0 , 46 111 't ' SHEET 1 O 1a o 1-518" TOTAL SILL RISER SILL RISER SILL RISER _ * No. 58745 # 5 17 SILL HEIGHT 12 (1-518" TOTAL 13 (2-314"TOTAL 1' (3-1/2" TOTAL71 -� SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) =�0 EDGE 114" MAX. A o �~ L 114" MAX. SHIM �SS,� SHIM DISTANCE O NAL EDGE DISTANCE ° TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, A.LYNN MILLER,P.E. EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 10/05/15 1070 TECHNOLOGY DR P.E.#5s705 EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N. VENICE, FL 34275 CONCRETE/CMU SUBSTRATE, SEE FRAMING, SEE SUBSTRATE, SEE INSTALLATION, VERTICAL X-SECT. °5� 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 INTO WOOD NOTE 3, BELOW NO CHANGES THIS SHEET. . 04/05/17 COPYRIGHT©2017 VERTICAL SECTION VERTICAL SECTIONm PGT INDUSTRIES,INC. 1:21 SGD-780 NTS j =Fl z MD-780.0 j z B ALL RIGHTS RESERVED INTERIOR 47 36 5 21 46 INTERIOR 33 97 1 45 160 19" MAX. O.C. 17-112" 35 DETAIL H 1 I}3 MAX. O.C. 90° INSIDE CORNER 21 Ej 92 EXTERIOR_ EXTERIOR 900 DETAIL G1 135' 135° INSIDE CORNER F`r� EXTERIOR INTERIOR 1 a 5 INTERIOR 5 EXTERIOR a 9a° 135° 21 4 fNTERIOR INTERIOR DETAIL H2 a camAyingWab em Ill i emk OUTSIDE CORNER mic -�- 37 ONE LY NN 4,,` 21 46 No. 58705 DETAIL G2 _ 135, _ _ OUTSIDE CORNER 35 �'A EXTERIOR 1911 MAX. O.C. S 'c 109 33 98 � � •'•. 93 �OF21D�' •a��� EXTERIOR 36 5 83 17-112" '/�/� /ONAL T`i10, 92 MAX. O.C. ti ALUMINUM SLIDING GLASS DOOR NOA{LM) 0 10/05/15 1070 TECHNOLOGY DR A.LYP E.#58705 N MILLER,P.E. NOTES N. VENICE, FL 34275 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. Q CORNER ASTRAGAL HORIZ. X-SECT. o" J ROSOWSKI (941)-480-1600 2)SEE SHEETS 14-15 FOR ANCHOR LOCATION &SPACING. FOR CERT.OF AUTH.#29296 ANCHOR QUANTITIES, SEE TABLES 1-3. a NO CHANGES THIS SHEET. 4 04/05/17 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR GOPYRIG ©2 PGT INDUSTT T RIES,,IN NC. EXTERIOR, DEPENDING ON CONFIGURATION. SGD-780 NTS % 5 OF 18 o z MD-780.0 a z B ALL RIGHTS RESERVED OPTIONAL NOW STRUCTURAL 0 ANCHORS FOR DETAIL 11 CONCRETEICMU INTERIOR 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT EDGE pER ANCHOR POCKET JAMB INTERIOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT EXTERIOR SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT INTERIOR POCKETS MUST <4= 31 i "[ INCLUDE A NON-STRUCTURAL, 39 i FRAME JAMB TO PREVENT 114" MAX. so SEE NOTE 4, BELOW Sp. EDGE DISTANCE EXTERIOR WATER INFILTRATION. EMBEDMENT` a ■ e � � ° 4 POCKET BY OTHERS, SEE ` ° EIVIBf-DMFNT EDGE NOTE 6 BELOW. DISTANCE 114 MAX. , so SEE NOTE 4, BELOW e a�, ° o 39 TYP. ANCHOR TYPE, } ExTERIot EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, a EMBEDMENT DETAIL 12 SEE TABLE A, SHEET 1 & EXTERIOR ° INTO MASONRY EDGE PPERER ANCHOR NOTE 3, BELOW EXTERIOR POCKET N DISTANCE REQUIREMENT INTERIOR POCKET TYP. ANCHOR TYPE, METAL TYP., SEE ANCHOR NOTE EDGE 4, SHEET 1; ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE BE A MIN. OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER THE METAL SUBSTRATE FRAMING, SEE ANCHOR SUBSTRATE, SEE TABLE A, NOTE 3, SHEET 1 SHEET 1 & NOTE 3, BELOW 4 DETAIL 13 EMBEDMENT EMBEDMENT � PRODUC f R E� �� INTO METAL ass ; EMBEDMENT EDGE DISTANCE � � � EDGE DISTANCE EDGE DISTANCE so SEE NOTE 4, BELOW 114" MAX. ��11111f�1r ENV LYNA14 EMBEDMENT 38 '��` 4%GE+uSF' .(! 114" MAX. 8a SEE NOTE 4, BELOW DETAIL 14 so EXTERIOR INTO 2X WOOD 45 * No. 58705 TYP. ANCHOR TYPE, - — EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, EXTERIOR POCKET �0 , 7� ��j SEE TABLE A, SHEET 1 & NOTE 3, BELOW EXTERIOR POCKET ;�� SS'O A NOTES A.LYNN MILLER,P.E.�Q-RL10105/15 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 4 ALUMINUM SLIDING GLASS DOOR NOA(LM) 1070 TECHNOLOGY DR P.E.#58705 2) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 3)SEE SHEET 15 FOR ANCHOR LOCATION &SPACING. o P-HOOK EXAMPLES, HORIZ. X-SECT. o m J ROSOWSKI (941)-480-1600 4)#10 X 314" SMS @ MAX. 5-112" FROM ENDS & 12" MAX. O.C. CERT.OF AUTH.#29296 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. a NO CHANGES THIS SHEET. aq 04/05/17 COPYRIGHT©2017 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY PGT INDUSTRIES,INC. Ine OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. m SGD-780 y NTS 6 OF 18 o z MD-780.0 a z° B ALL RIGHTS RESERVED TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES: Design Pressure (DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For corner astragal anchorage an 90°& 135°comer units, see sheets 14& 15 QUANTIES LISTED BELOW. SEE PRESSURE, USING THE ANCHOR 1) IF WATER INFILTRATION RESISTANCE Table applies to Glass Types 5, 6, 9 Door Unit Height TABLE A, SHEET 1 FOR COMPLETE IS REQUIRED) 1 LESSER VALUES OF & 10 containing ANN-HS SG 80" 84" 96" 108" 120" ANCHOR LIMITATIONS. EITHER TABBLELE 1 OR 2 AND TABLE C1 Laminated Glazing, Reinforcement 77-3/4" Panel Height— 81-3/4" Panel Height"* 93-3/4" Panel Height" 10"A" Panel Height** 117-314" Panel Height'** DETERMINES THE WATER LIMITED (+) (part#29)is not required in the Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR DP. Exterior Interlock A I B C D A B C D A B C D A B I C D A B C D QUANTITIES. ADDITIONALLY, THE Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf +60/-70 psf +60/-70psf MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-51$"SILL RISER, #12, MAY ONLY 28-1/8" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+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 HEIGHT MUST ALSO BE CONSIDERED, BE USED WHERE WATER INFILTRATION 36" DLO Jamb 8 6 6 6 8 8 8 S 10 8 8 8 10 8 8 8 10 10 10 10 SEE TABLE C1, THIS SHEET. RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S 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 1 5+5 5+5 5+5 5+5 5+5 5+5 TOTAL# OF ANCHORS CLUSTERED SHOWN IN TABLES 1 OR 2 MAY BE USED. Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-70psf +60/-70psf THROUGH THE HEAD & SILL AT EACH 42" 34-1/8" 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 PANEL MEETING POINT. (EX: FOR C4+1, 3)SEE SILL RISER TYPES ON SHEET 4. DLO Jamb 8 8 6 6 8 8 8 8 10 10 8 8 10 10 8 8 12 10 10 10 4 ANCHORS REQUIRED AT PANEL L 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 MEETING POINT AND 1 ANCHOR 4) DETAILS APPLY TO 2, 3 AND 4 TRACK 9 Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-70psf +60/-70psf REQUIRED AT MIDSPAN OF PANEL). CONFIGURATIONS. ro 48" 40-1/8" Head/Sill C4+2 C4+2 C4+2 C4+2 C6+2 C6+2 C4+2 C4+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 TOTAL#OF ANCHORS o DLO Jamb 8 8 6 6 10 8 8 8 10 10 8 8 12 10 8 8 12 12 10 10 THROUGH THE JAMB. 5) REFER TO ANCHOR NOTES, SHEET 1. 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 THE #OF ANCHORS THROUGH THE 6)SEE SHEETS 12-15 FOR ANCHOR Design Pressure +80/-80psf +80/-80 sf +80/-80psf P-HOOK INSTALLED FROM THE LOCATIONS & SPACING. 54" 46-118" 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 INTERIOR+THE#OF ANCHORS DLO Jamb 10 8 6 6 10 8 8 8 12 10 8 8 INSTALLED FROM THE EXTERIOR. 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 Not available in these sizes Design Pressure +80/-80psf +80/-80 psf +76.2/-76.2psf• 60" 52-1/8" 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 n DLO Jamb 10 8 6 6 10 10 8 6 12 12 S 8 U USED IN EXAMPLE 2, SHEET 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 4+4 4+4 *+� 80.0 PSF FOR GLASS TYPES 6, 9 & 10. **SEE FORMULAS BELOW TABLE 2: 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 Unit Height TABLE Cl: sysa � ee Table applies to Glass Types 1 -4 Amp; - 80" 96" Water-Limited FIG 1: ep,ia NO i7-6 a. containing ANN-HS PVB Glazing. 77-3/4" Panel Height** 93-3/4" Panel Height** (+) Design Pressure xphvdw te v° Reinforcement(part#29)is not required in the Exterior Interlock. Anchor Group Anchor Group OH LENGTH � � A B C D A B C D SIII Total Sill Max. (+) DP -. —-• Riser Height Allowed Design Pressure +65/-65 psf +65/-65 psf `( LYlV F 28-118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 12 1-5/8" See Note 2 = �``� pN ..EN N,y� DLO Jamb 6 6 6 6 8 8 8 8 13 2-3/4 +50.0 psf (a DOOR ASSEMBLIES INSTALLED `` �`• '�tCENS • �(�:' 36" " WHERE THE OVERHANG (OH) L P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 14 3-1/2" +73.3 psf = LENGTH IS EQUAL TO OR — No.58705 ` a _ _ Design Pressure +65/-65 psf +65/-65psf 15 4-1/2" +80.0 psf O GREATER THAN THE OVERHANG HEIGHT 1S EXEMPTED FROM 34-118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 16 5-1/4" +80.0 psf 42 _ �— o- ' DLO Jamb 6 6 6 6 8 B 8 8 WATER INFILTRATION P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 RESISTANCE. O S A O (V s�( LORiDP.•' V � 0 Design Pressure +65/-65 psf +65/-65 psf �''s`S�OIVAL ECG\\ 48" 40-1/8" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 '/r r r l!I t t � DLO Jamb 8 6 6 6 10 8 8 8 A.LYNN MILLER,P.E. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 **SEE FORMULAS BELOW N. VENICE, FL 34275 DP &ANCHOR QUANTITY TABLE J ROSOWSKI (941)-480-1600 DLO WIDTH = NOM. PANEL WIDTH -7.875" CERT.OF AUTH.#29296 DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT- 13.47" a UPDATED TABLES 1 &2. xa 04/05/17 COPYRIGHT©2017 DLO HEIGHT(TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT- 17.29" PGT INDUSTRIES,INC. ine PANEL HEIGHT = DOOR UNIT HEIGHT-2.25" ESGD-780 A NTS % 7 OF 18 �2011 MD-780.0 �41� 13 ALL RIGHTS RESERVED TABLE 3: ANCHORAGE TYPE PER SUBSTRATE Design Pressure (DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For corner astragal anchorage on 90'& 1350 corner units, see sheets 14& 15 PRESSURE, USING THE ANCHOR Door Unit Height QUANTIES LISTED BELOW. SEE Table applies to TABLE A, SHEET 1 FOR COMPLETE Glass Types 7, 8, 11 & 12 80" 84" 96" 108" 120" 132" 144" ANCHOR LIMITATIONS. 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*" Reinforcement (part#29}is required Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ZTHE MAXIMUM DP AT THESE ANCHOR in the Exterior Interlock A IB C D A I B I C 1 D A I B I C I D A I B I C I D A I B C D A I B IC D A I B I G D QUANTITIES. ADDITIONALLY, THE Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-109psf +98/-98psf +89/-89psf MAXIMUM POSITIVE DP DUET OTHE SILL 30" 22-1I8 HeadlSill C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+1 C6+1 I C6+1 C6+1 C6+1 I C6+1 I 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 HEIGHT MUST ALSO BE CONSIDERED, DLO ,lamb 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 1214 SEE TABLE C2, THIS SHEET. P-hook 4+4 1 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 1 5+5 1 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 TOTAL#OF ANCHORS CLUSTERED Design.Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +105/-115psf +101.61-111.2psf +77.9/-85.3 psf THROUGH THE HEAD & SILL AT EACH 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 PANEL MEETING POINT. (EX: FOR C6+1, 36" DLO Jamb 10 10 8 6 10 10 8 8 12 12 1D 8 14 12 10 8 16 14 12 10 18 16 12 10 14 14 12 12 6 ANCHORS REQUIRED AT PANEL 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 MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL}. 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 34-1l8" Head/Sill C6+2 G6+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 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 CS+2 C6+2 TOTAL#OF ANCHORS r3 42„ THROUGH THE JAMB. DLO Jamb 12 10 8 6 12 10 B 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 THE#OF ANCHORS THROUGH THE a Design Pressure +105/-115psf +105/-115psf +105/-115 psf +105/-115psf +105/-115 psf +78/-85.4 psf +59.6/-65.2 psf P INTERHOOKIOR INSTALLED FROM THE m INTERIOR+THE#OF ANCHORS 40-1/8" Head/Sill C6+3 C6+3 C6+3 C6+3 C6+3 C6+3 C6+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 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C6+2 E 48" INSTALLED FROM THE EXTERIOR. 0 DLO Jamb 12 10 8 8 12 12 10 8 16 14 10 8 18 16 12 10 20 18 14 12 16 16 12 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 6+6 Design Pressure +105/-115 psf +105/-115 psf +105/-115 psf +105/-115 psf +94.8/-103.8 psf 54„ 46-1/8" HeadlSill C6+3 C6+3 C6+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 C8+3 C10+3 C10+3 C10+3 C10+ DLO Jamb 12 12 10 8 14 12 10 8 16 14 12 10 18 16 14 10 20 18 14 12 P-hook 5+5 1 5+5 5+5 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 7+7 7+7 7+7 5+5 Design Pressure +105/-115psf +105/-115psf +105/-115psf +103.4/-107psf +W7/-95psf Not available in these sizes 60" 52-1/8" Head/Sill 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 Ci 0+3 C10+3 C10+ DLO Jamb 14 12 10 8 14 12 10 8 18 16 12 1 10 20 1 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+6 6+6 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 1 5+5 oO1;1C **SEE FORMULAS BELOW �sasl � svatila� r n { USED IN EXAMPLE 1, SHEET 9 A e ze No 1°�7 5 �o �J TABLE C2: 9 r� t_�7 -I— TABLE NOTES: Water-Limited FIG 1: fw � p 1 IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 (+)Design Pressure OH LENGTH ��+ • >> AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP. SIII Total Sill Max. (+)DP ��` NY LYNN Riser Height Allowed ��,0 ..• 2)THE 1-5/8" SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION DOOR ASSEMBLIES INSTALLED 4tGEM$F RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN 12 1�18" See Note 2 WHERE THE OVERHANG {OH) TABLE 3 MAY BE USED. 13 2-3/4" +50.0 psf w LENGTH IS EQUAL TO OR * No. 58705 14 3-1/2" +73.3 psf GREATER THAN THE OVERHANG = 3)SEE SILL RISER TYPES ON SHEET 4. 15 4-1/2" +100.0 psf O HEIGHT IS EXEMPTED FROM WATER INFILTRATION 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 16 5-114" +105.0 psf RESISTANCE. O TE �[v� ,O OR1D� \,� 5) REFER TO ANCHOR NOTES, SHEET 1. it 1i1AL �►rrrllt�►�� 6}SEE SHEETS 12-15 FOR ANCHOR LOCATIONS &SPACING. 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 P N. VENICE, FL 34275 DP &ANCHOR QUANTITY TABLE LPI J ROSOWSKI (941)-480-1600 DLO WIDTH = NOM. PANEL WIDTH -7.875" CERT.OF AUTH.#29296 DLO HEIGHT(STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT- 13.47" a UPDATED TABLE 3. a 04/05/17 COPYRIGHT©2at7 DLO HEIGHT(TALL BOT. RAIL, #23)= DOOR UNIT HEIGHT- 17.29" PGT INDUSTRIES, INC. PANEL HEIGHT = DOOR UNIT HEIGHT -2.25" SGD-780 NTS 8 OF 18 TI MD-780.0 B ALL RIGHTS RESERVED EXAMPLE l . HEADISILL MAY 4 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, FOR STABILITY OR TO ALIGN A HE SPLICED AS INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, SPLICED HEADISILL, EXTRA ANCHORS NEEDED. OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. � 48"X 80 NOM. PANELS, LAMINATED, IG GLAZING, MAY BE ADDED IN THE POCKET 6" CENTERLINE CENTERLINE CENTERLINE ANCHOR GROUP B IN WOOD SUBSTRATE, MAX. OF PANEL OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED: +98.21-108.6 PSF ° • • • . • • • • . I • . • I i 11"MAX. ° o o • • • • • • • 24"MAX. +3 ^+3„ANCHORAGE, 6 ANCHORAGE, SHEET 12 "+3"ANCHORAGE, MAX. 14-5l16"MAX. SHEET 12 "C6"CLUSTER, EXTERIOR SHEET 12 "C6"CLUSTER, SHEET 13 SHEETT 13 END ANCHORAGE FRAME JAMB SEE POCKET JAMS (MIN. 1 ANCHOR) REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET 6 HEAD/SILL ANCHORAGE DETAILS "ANCHOR PXXX, 3-TRACK PAIR" POCKET BY OTHERS,SEE NOTE 6,SHEET 6 4 ANCHORs PERPENDICULAR USER INSTRUCTIONS: � � TO THE GLASS 4 ANCHORS EXTERIOR 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS PARALLEL TO 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 THE GLASS +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION Head/Sill CS+3 USING ANY ANCHOR IN GROUP JBrrlb 10 B (SEE TABLE A), TABLE 3 SHOWS P-hook 4+4 ANCHOR REQUIREMENTS OF: 24-112" MAX. 6"MIN' 2)ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: 24-112" HEAD/SILL: SHEET 13 FOR THE "C6" CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3"ANCHORS MAX. LOCATED AT THE CENTERLINE OF ALL 3 PANELS. F"DVC s JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS; REFER TO compbSHEET 12 FOR GENERAL LAYOUT. END PANEL ANCHOR EXCEPTION, ("+1"ANCHORAGE ONLY): ) -0Yg41 P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 � ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR DISTANCE NEXT CLUSTER � TO BE 24"O.C.OR LESS GENERAL LAYOUT. MN. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: � Y N HEAD/SILL&JAMB: SHEETS 3&4 � � LY N P-HOOK: SHEET 6 �'� 0cE1A11$ 24-1/2" FOR PRODUCT REFERENCES, ALSO SEE: CENTERLINE OF END PANEL No. 5S705 ` MAX, A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY INTERIOR EXTERIOR LOCATIONS OF CROSS-SECTION DRAWINGS. REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR B) SHEET 11 FOR SPECIFIC GLAZING TYPES. CLUSTER IS OVER 24" OTHERWISE ANCHORS ARE NOT %0 ' - O , C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: p, D)SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. �� ���`� E)SHEET 18 FOR A BILL OF MATERIALS. �i 70NAL 14-5116"MAX. 11"MAX. I 7-11116"MAX. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 1070 TECHNOLOGY DR A.LYP MILLER. 8 05'P.E. N. VENICE, FL 34275 P-HOOK JAMB STRAIGHT DOOR EXAMPLE J ROSOWSKI (941)-480-1600 ANCHORAGE ANCHORAGE CERT.OF AUTH.#29296 DETAILS DETAILS NO CHANGES THIS SHEET. aka 04/05/17 COPYRIGHT O 2017 PGT INDUSTRIES,INC. SGD-780 $ NTS % 9 OF 18 MD-780.0 B ALL RIGHTS RESERVED EXAMPLE 2: USER INSTRUCTIONS: 5-PANEL, 2 TRACK, 11 MAX. 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT 900 OUTSIDE CORNER- PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF +68.4/-77.1 AT A NOM. PANEL SIZE OF 54"X 84". FROM TABLE 1, EXTERIOR MOUNT POCKET, SHEET 7, THE DESIGN PRESSURE IS +801-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE 54"X 84" NOM. PANELS, LAMINATED GLAZING REQUIREMENTS. ANCHOR GROUP C IN CONCRETE SUBSTRATE 14-5116"MAX. PROJECT DESIGN PRESSURE REQUIRED: +68.41-77.1 PSF 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-hook 4+4 4 ANCHORS NO FRAME JAMB FOR REQUIRED @ PERPENDICULAR "ANCHOR 2)ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET)CAN BE FOUND ON: EXTRA STABILITY, EXTERIOR TO THE GLASS 4 ANCHORS PAIR HEAD/SILL: SHEET 13 FOR THE "C4" CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, ANCHORS POCKETS PARALLEL TO ULI SHEET 12 FOR THE INTERMEDIATE "+2 ANCHORS. MAYBE THE GLASS 5.44" HEAD/SILL @ CORNER:- SHEET 14 FOR THE "C4" CLUSTER ANCHORS @ THE 90' CORNER. ADDED IN SEE POCKET JAMB MIN. JAMB: 4 PAIRS OF ANCHORS = 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. THE POCKET INSTALLATION ON 6"MIN. •' P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET POCKET BY SHEET 6 15 FOR GENERAL LAYOUT. OTHERS,SEE NOTE 6,SHEET 6 24-1/2MAX. ) X. 3 INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND D ON: MAX.TO OPENINGHEAD/SILL &JAMB: SHEETS 3 &4 EDGE OF POCKET 24-112" P-HOOK: SHEET 6 MAX. END ANCHORAGE FOR PRODUCT REFERENCES, ALSO SEE: 24"MAX.O.C. (MIN. 1 ANCHOR) A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS ` OF CROSS-SECTION DRAWINGS. "+2"ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE. • CENTERLINE OF PANEL 1 C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. • D)SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 24-1/2"MAX. E)SHEET 18 FOR A BILL OF MATERIALS. O.C. 24"MAX.O.C. EXTERIOR INTERIOR END PANEL ANCHOR EXCEPTION, ("+1"ANCHORAGE ONLY): "C4"CLUSTER,SHEET 13 � DISTANCE TO NEXT CLUSTER • TO BE 24"O.C.OR LESS CENTERLINE OF INTERLOCK • • r • • 14-5116"MAX. \ 11"MAX. EXTERIOR • if �� "� 7-11116"MAX. • • ' ' "+2"ANCHORAGE,SHEET 12 P-HOOK JAMB CENTERLINE OF END PANEL F q- 60" 'fCENTER ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLYANE LINE OF PANEL 2 DETAILS DETAILS REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR 1Q� ,1- NNI�� WIDTH • SEE FIGURE ABOVE FOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT -• ',,IGEN •.fir_ "C4"CORNER CLUSTER,SHEET 14 ADDITIONAL ANCHOR REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: _� Q.'• '1� �CENTERLINE CENTERLINE INFORMATION. 6" OF INTERLOCK �OF ASTRAGAL - * = CENTERLINE CENTERLINE CENTERLINE MAX. FOR FIXED PANEL,REFER TO"0" ^• - • X:OF PANEL 3 OF PANEL 4 OF PANEL 5 PANEL BRACKET DETAILS,SHEET 3 • • • • • • • • END ANCHORAGE(MIN.1 ANCHOR) sS•ALOR1DP' ZONAL EXTERIOR "+2"ANCHORAGE, "+2"ANCHORAGE, 24"MAX. A.LYNN MILLER,P.E. SHEET 12 SHEET 12 "+2"ANCHORAGE,J ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 "C4"CLUSTER, "C4"CLUSTER, SHEET 12 N. VENICE, FL 34275 SHEET 13 SHEET 13 CORNER DOOR EXAMPLE J ROSOWSKI (941)-480-1600 0 �� CERT.OF AUTH.#29296 HEAD/SILL ANCHORAGE DETAILS NO CHANGES THIS SHEET. as 04/05/17 COPYRIGHT @ 2017 900 OUTSIDE CORNER, PXX/XXO, 2-TRACK PGT INDUSTRIES,INC. SGD-780 NTS % 10.OF 18 MD-780.0 z B ALL RIGHTS RESERVED 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"PV9 OR SG 3116"ANN GLASS 3116"ANN GLASS 3116"ANN GLASS 114"ANN GLASS 7116"AIR SPACE 318"AIR SPACE 69 69 3116"T GLASS 69 114"T GLASS 6g 68 67 67 67 fit OR sa 65"NOM. 62 OR ss 65"NOM. s3 OR 66 .65"NOM. 63 OR 66 .65"NOM. GLASS GLASS GLASS GLASS BITE BITE EXTERIOR BITE EXTERIOR BITE EXTERIOR EXTERIOR 60 a 60 72-75 60 72-75 60 70 70 7t 71 Part# Description Material GLASS TYPE 1 (WITH PVB GLASS TYPE 2 (WITH PVB) GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVB) 72 QuanexKomme Su 4SG aceTPS Spacer System GLASS TYPE 5 WITH SG GLASS TYPE 6(WITH GLASS TYPE 9 (WITH SG) GLASS TYPE 10 (WITH SG) 73 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 74 Quanex Duraseal Spacer Materials 75 Cardinal & Edge Spacer 711 fi"NOM. 9116"NOM. REFERENCE TEST REPORTS: FTL-8717, 8968&8970 3116"HS GLASS 114"HS GLASS .090"SG .090"SG 3l16"HS GLASS 114"HS GLASS S ILICONE HOT-MELT BUTYL ss 69 STRUCTURAL SILICONE 66 67 STRUCT FOAM 3116"NOM. s6 OR sz POLYISOBUTY114"NOM. O OR 61 ss"NOM. 65"NOM. WITH GLASS GLASS WITH DESIC DESICCANT BITE BITE EXT.GLASEXT. GLASS EXTERIOR EKfERIOR 60 a 60 70 70 NT.GLASS INT. GLASS GLASS TYPE 7 GLASS TYPE 8 ODL?G REVISED PA g wAh i AN9 KODISPACE SUPER 72 73 1-1116"NOM. 1-1116"NOM. AMP19��e ® 4SG TPS SPACERO NXT TM 3116"HS GLASS 3116"HS GLASS .090"SG .090"SG "PAP 3116"HS GLASS 3116"HS GLASS ? �1 ALUMINUM 7116"AIR SPACE 318"AIR SPACE &ANT EMENT POLYISO- DESICCANT FILL AREA 3116"T GLASS 69 Ira"T GLASS 6s `��` ONV LYNN� BUTYLENE 5116"NOM. s7 s7 "ANN" =ANNEALED SEAL SILICONE SEAL 66 OR 63 .65"NOM. 66 OR 63 .65"NOM. "HS" = HEAT STRENGTHENED BUT GLASS GLASS "T" =TEMPERED z : No.58705 ROLL FORMED _ ylr DESICCSTAINLESS STEEL EXTERIOR BITE EXTERIOR BITE "PVB" = .090"TROSIFOL®PVB F C 3 a INTERLAYER BY KURARAY ="O '• 1-7 11 EXT.GLAS 72as 72-75 AMERICA, INC. �� •'� � EXT-GLASS 6D 60 Q S A E OF 71 „ "SG" = .090"SENTRYGLAS® '' INTERLAYER BY KURARAY GLASS TYPE 11 GLASS TYPE 12 AMERICA, INC. ��70NAL ASS INT. GLASS A.LYNN MILLER,P.E. DURASEAL® 7s XL EDGE ALUMINUM SLIDING GLASS DOOR NOA (LM) a 10/05/15 1070 TECHNOLOGY DR P.E.#58705 7a O SPACER N. VENICE, FL 34275 SPACER GLAZING & SPACER DETAILS J ROSOWSKI (941)-480-1600 4 CERT.OF AUTH.#29296 ADDED SPACERS -JR 04/05/17 COPYRIGHT©2017 PGT INDUSTRIES,INC. SGD-780 NTS 11 OF 18 MD-780.0 z B ALL RIGHTS RESERVED JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANEL PANEL CENTERLINE 5.06" r i r i i _1 PANEL CENTERLINE CENTERLINE ° 2.5311 6" DIAG. 2.53 6" DIAG. I EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 24-112" � 24-112" � 2-TRACK INTERMEDIATE n "+1"ANCHOR LOCATION v 3-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE MAX "ANCHOR MAX "+1"ANCHOR LOCATION "+2"ANCHOR LOCATION O.C. PAIR" O.C. (ALSO USE WHERE"+1"ANCHOR 15 REQUIRED) Ll PANEL 11 5.44" 5.44" PANEL PANEL CENTERLINE 417" 2.53" CENTERLINE CENTERLINE 7-11116 7-11116 4.17" �4.17" MAX. MAX. ° I 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ANCHOR PAIR ANCHOR PAIR EXTERIOR 2.53" 3.31" EXTERIOR 1.66" — EXTERIOR 3.31.31" " 1.66" lu 2-TRACK INTERMEDIATE n 3.31" "+2"ANCHOR LOCATION 3-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE r k i "+3"ANCHOR LOCATION "+4"ANCHOR LOCATION (ALSO USE WHERE"+2"ANCHOR IS REQUIRED) (ALSO USE WHERE"+3" ANCHOR IS REQUIRED) 2.53" 6" DIAG. 2.53" 6" DIAG. PANEL PANEL CENTERLINE� Ar CENTERLINE 2 53„ I 4.17" 3.31" EXTERIOR EXTERIOR 24-112" 24-112" MAX. MAX. EXTERIOR 2.53" 4.17" a�. :.,,�.-pIymg waas0 tka Rod& O.C. O.C. EXTERIOR 3.31" sxla. ca�-�o 2-TRACK INTERMEDIATE 7U7 3-TRACK INTERMEDIATE �+ "+3"ANCHOR LOCATION "+4"ANCHOR LOCATION 5.44" 5.44 FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE 7-11116" 7-11116" PANEL ANCHOR LOCATIONS: MAX HHMAX. CENTERLINELm 4 17" \ \` 3-TRACK FRAME JAMB 2.53" .`\\ ONY � NN!d9/� 4-TRACK FRAME JAMB I,IGENgF (� ANCHOR PAIR ANCHOR PAIR ° ° (ALTERNATE ANCHOR LOCATION ° � No. 58705 �~ EXTERIOR 4" Head/Sill C4 1 -0 2„ Jamb 8 Q ST E15 ((�� FIGURES PERTAINS TO THE FOLLOWING JAMB NOTES: 2-TRACK INTERMEDIATE /(\ "+4"ANCHOR LOCATION P-hook 4+4 '••rl ORION •''GN=� ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE '// T \\\ IONAL BASED ON MINIMUM ALLOWED, UNLESS OTHERWISE NOTED. NOTES: A ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 A.LYNN MILLER,P.E. 2) FOR 3-TRACK JAMBS, ANCHORS 1)ALL DIMENSIONS 1070 TECHNOLOGY DR P.E.#sa7o5 N. VENICE, FL 34275 MAY BE INSTALLED EITHER IN THE SHOWN ARE BASED ON ANCHOR LAYOUT kt'� J ROSOWSKI (941)-480-1600 EXT. OR INT. TRACK. MINIMUM ALLOWED. CERT.OF AUTH.#29296 HeadlSill C4+1 a NO CHANGES THIS SHEET. 04/05/17 Jamb 8 3 MIN. OF 8 ANCHORS IN JAMB (4 2) SILL SHOWN, HEAD COPYRIGHT 02017 ) ,� PGT INDUSTRIES,INC. P-hook 4+4 PAIRS). SIMILAR. SGD-780 NTS % 1L2OF L1811� MD-780.0 B ALL RIGHTS RESERVED FIGURES PERTAIN TO THE FOLLOWING HEAD/SILL CLUSTER ANCHORS LAYOUT FOR ALL DOORS. INTERLOCKIASTRAGAL ANCHOR LOCATIONS: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR INTERLOCK SPLICE CENTERLINE IF NEEDED CATION CIENTERONI IF NEEDED CATION INTERLOCKCENTERLINES F NEEDEDSPLICE CATION INTERLOCK SPLICE CENTERLINE F NEEDED LOCATION 4 4" 2„ 1.66" I 3.31" 2„ 4.17" 2" _ HeadfyS,ill C4Q 9 D O O O O O 0 O WX O O OWX �laf"tll'} V o l 0 2.53° p O 2.53" o o o o Poi kEXTERIOR 4.17" EXTERIOR 4.17" EXTERIOR 4.17" EXTERIOR . 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,"C411) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"C10") (FOR SPLICE (FOR SPLICE CONDITION,DO NOT CONDITION,DO NOT ASTRAGAL OR USE THIS DETAIL, ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR USE THIS DETAIL ASTRAGAL.OR INTERLOCK7 ,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" 4" 4„ 3.311, 2.53' 3,31" I 2.53" p 0 0 0 *4.17- 0 0 0 0 2.53" 2.53" 2.53"O O D O O O4 Op O O O O O O O O EXTERIOR4.1 T' EXTERIOR 4111EXTERIOR 4.1T' EXTERIOR EXTERIOR 4.17-" 3-TRACK FRAME 3-TRACK FRAME 3-TRACK FRAME ID 3-TRACK FRAME 3-TRACK FRAME 15 (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,"C8") ANCHORS ARE REQUIRED,"C10") ANCHORS ARE REQUIRED,"C12") (FOR SPLICE (FOR SPLICE F ODuct ft ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR � . INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION s CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE�IF NEEDED -� " „ I I I 3,361 4.17 3,31" 2 4" e WWI 3.31' 3.31" ° ij a O O O O O 2.53' 0 ° 2.53 GEN f ��( 2.53" 2.53" 2.53" t S 0 0 0 0 0 0 � Q••, '•F.p 7, 1 f ` * No. 58705 ` EXTERIOR 4.17" EXTERIOR EXTERIOR 417" EXTERIOR 4.17" EXTERIOR 4.17" z _ 4-TRACK FRAME 4 TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME 4-TRACK FRAME Lr- (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER �I! (USE WHERE 4 CLUSTER g g E O ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"Cl 0`) ANCHORS ARE REQUIRED,"C12") � tORIOP- 11111twol NOTES: 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA (LM) � 10/05/15 P.E.958705 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. N. VENICE, FL 34275 2)SILL SHOWN, HEAD SIMILAR. ANCHOR LAYOUT J ROSOWSKI (941)CERT.OF AUTH.AUTH.#29#29296 a 3) IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, NO CHANGES THIS SHEET. 1213 04105117 COPYRiGHTOO 2017 USE THE NEXT HIGHER CLUSTER QUANTITY. SGD-780 I NTS 1 13 OF 18 MD-780.0 `�° B PGT INDUSTRIES,INC. o ALL RIGHTS RESERVED FIGURES PERTAIN TO THE HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT. FOLLOCATION ANCHOORR LOOCATIO NS: : ER ' � ♦ li v'T"y 2.53" 2.53" 4.17" 2.53" 2.53" 4.17" 5.11" ® 4" 4" Head/Sill (ck 1 ® Jamb 8 " 4.17" P-hook 4+4 4" 3.31" EXTERIOR 3.31" EXTERIOR 4" 3.31" EXTERIOR 3.31„ EXTERIOR 90°CORNER,2-TRACK 90°CORNER,2-TRACK IG 90°CORNER,2-TRACK 90°CORNER,2-TRACK (USE WHERE 4 CLUSTER (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,"C10") 2.53" 2.53" 4.17" 2.53" 4.17 2,53" 4" 4,17" 4" 3.31" 4 3.31" EXTERIOR 3.31" EXTERIOR EXTERIOR 3.31 EXTERIOR 90°CORNER,3-TRACK 90°CORNER,3-TRACK 90'CORNER,3-TRACK 90°CORNER,3-TRACK I(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER PROD C REvram ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6"j ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"C10") PO E-%P�rzffl&z Date NOTES: ��SIIrIIrr�� 2.53" 4.17" 2.53 2 53 1)ALL DIMENSIONS SHOWN ARE BASED ON `�,•` �y LYNN 5.06" MINIMUM ALLOWED. �''4�CNSE ,<<�c+'� 3.31" 2) DETAILS DEPICT ANCHOR QUANTITY AND No. 58705 ® 3,31" SPACING, AND WOULD BE SIMILAR FOR INSIDE _ * - ® AND OUTSIDE CORNER CONFIGURATIONS. " 1 ® 3)SILL SHOWN, HEAD SIMILAR. %�0�,'•. F E ��� EXTERIOR LORtiDP. 4 3.31" 4" EXTERIOR 4„ ��� EXTERIOR 4.17 A.LYNN MILLER,P.E. 90°CORNER,4-TRACK � 90°CORNER,4-TRACK 90°CORNER,4-TRACK ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.##58705 (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER N. VENICE, FL 34275 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"C10") ANCHOR LAYOUT it J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 a NO CHANGES THIS SHEET. >xa 04/05/17 COPYRIGHT©2017 y SGD-780 NTS F14OF 1$ MD-780.0 B PGT INDUSTRIES,INC. ALL RIGHTS RESERVED P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOR ALL DOORS: 4.17" 4.17" 11" ° 4.17" 2.53" o MAX. 4" 4"® ° ° 4,17' ° EXTERIOR IT o o ° EXTERIOR 2.531, EXTERIOR EXTERIOR 14-5/16" MAX. 2.53" nn nn 3.31'1 4' 3.31" V 3.31" V 3.3111 135'CORNER,2-TRACK 135'CORNER,2-TRACK 135'CORNER,2-TRACK 136'CORNER,2-TRACK (USE WHERE 4 CLUSTER (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,"C10") 4" 2.53" 2.53 4.17" 411 ° 4.17" ° 4.17" ® EXTERIOR ° EXTERIOR ® EXTERIOR a 2.53" 3.31" 4", 3.31" 24-112" 3.31" MAX. 135°CORNER,3-TRACK 135°CORNER,3-TRACK 135'CORNER,3-TRACK 24-112" (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER MAX. ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,"C10") 4.17" 4ply 1, Liz ui�b the Aww 4 Ha4+x pgw Zd ® , 4.13" 4.17" �{ mac' If MAX. 14-5116" MAX. EXTERIOR EXTERIOR EXTERIOR LyN/v�/���� 5 A6„ 3.3111 3.31" `�� ao M� 2.5311 �'�', '�1GENSF' •�(� 135'CORNER,4-TRACK 135'CORNER,4-TRACK 135'CORNER,4-TRACK Q'; (USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER * No. 5&7U5 NOTES: ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C10") 1) SEE TABLES 1-3 FOR EXACT QUANTITY FIGURES PERTAIN TO THE cr 135'ANCHOR LOC OF ANCHORS REQUIRED IN THE P-HOOK. FOLLOWING OCATIO TIO IONS:NER �0 '. STA a �4u�~ FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB NOTES: (P-HOOK)ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED --- ON MINIMUM ALLOWED. �i�ZONAL uj w A.LYNN MILLER,P.E. 2) DETAILS DEPICT ANCHOR QUANTITY ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 la I ° AND SPACING, AND WOULD BE SIMILAR N. VENICE, FL 34275 FOR INSIDE AND OUTSIDE CORNER ANCHOR LAYOUT'' J ROSOWSKI (941)-480-1600 Head/Sill C4 1 CONFIGURATIONS. Head1SIII Ci4+1 CERT.OF AUTH.#29296 Jamb g Jamb 8 3)SILL SHOWN, HEAD SIMILAR. NO CHANGES THIS SHEET. aS O4105117 COPYRIGHT©2017 PGT INDUSTRIES,INC. P..h 5 P� `��` SGD-780 $ NTS 15 OF 18 z MID 0.0 B ALL RIGHTS RESERVED ° I INSIDE 90° OUTSIDE 90' INSIDE 90° OUTSIDE 90° OUTSIDE 135° INSIDE 135- ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE 90° ASTRAGAL CORNER CORNER OUTSIDE 135° INSIDE 135° ASTRAGAL ASTRAGAL SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOX IN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER PANEL INTERLOCK INTERLOCK 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 OUT TYPES IN SINGLE INTERLOCK E F PP K L L TA TC TR TQ TV TW OUT (BOXrN) (Boat our) SINGLE B P A C C SA SC I C SQ S Y S W INTERLOCK IN (SOXIN) (Box our) DOUBLE ' YR INTERLOCK FIXED STILE RR R Y s S FD FC FV FW ) (BOX OUT} LOCKSTILE f WI �A HANDLE D r 1�r G �+ Y Y�n' W (BOX IN) (BOX IN) (BOXQU" (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. BOX IN ASTRAGAL PANEL PANEL WI HANDLE (BoxrN STILE EXTERIOR STILE 2. PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. ASTRAGAL Pj� Box OUT PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (BOX our) (Box our} APPLICABLE STILE/ASTRAGAL REQUIREMENTS. 3. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL ASTRAGAL LR WR CONFIGURATIONS IS 60". BOX OUT W/HANDLE (Box our} (Boxour) INS.90°ASTRAGAL A T AS SILICONE RECEIVER WI HANDLE D,F / BY OTHERS OUTSIDEST 90' GF 51 WASHER escumPl RECEIVER 84 #8 X 1�� PH SMS, isuAng UT.90'ASTRAGAL 3-TRACK SHOWN; Nre Acceptance No 0#4 RECEIVER USE 2 SCREWS WI HANDLE CT CS FOR 2-TRACKe.. INS.90°CORNER FRAMES & � A LOCKSTILE R T C J 4 SCREWS FOR WI HANDLE 4-TRACK FRAMES ��`�ONY LYNNM OUT.90°CORNER LOCKSTILE 50 5116"X2" \\ '��'�.•'� GENS`F' ���i' WI HANDLE Q T QS LAGBOLT i * No. 58705 OUTSIDE135' VF PANEL CORNER DETAIL FRAME CORNER DETAIL _ ASTRAGAL RECEIVER SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN _. INSIDE 135° �OT,[� TE _ . �N ASTRAGAL WF �i`S1 R t.aR►o.....P RECEIVER '�� `S/OVAL O\``\ OUTSIDE 135°AST. RECEIVER /T l�S V V A.LYNN MILLER,P.E. WI HANDLE ,4 ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 10/05/15 1070 TECHNOLOGY DR P.E.958705 INSIDE 135°AST. N. VENICE, FL 34275 RECEIVER WT WS s PANEL TYPES o J ROSOWSKI (941)-480-1600 WI HANDLE CERT.OF AUTH.#29296 a NO CHANGES THIS SHEET. >rq 04/05/17 COPYRIGHT 02017 m , PGT INDUSTRIES,INC. SGD-78 1 NTS 16 OF 18 a z MD-780.0 a z° B ALL RIGHTS RESERVED 1.184 239 306 4.741 1f 5.186 9.000 -� r- 1.084� r 1.084 506 045 10Q - 1.084 �7f 2.00=.074 1.938 1.938 ' .717 .074 .040 __.._ .090 .090 f- 3o INTERLOCK TRIM COVER 31 FRAME SCREW COVER 21 PANEL STILE 2 TOP/BOTTOM RAIL -4 112" 23 TALL BOTTOM RAIL-9" •090 o 0 6.085 ---{ 8.615 7.443 1.793 r 138 293 2.380 l 2.380 �T .442 .140 L - � 1.947 �-� � � �--..-_-_-_ �-�{ 1.938 � - 11.144 .241 � .125 t� � .$47 1.081 L 2.324 2.702 101 1.172 .075 .965 .101 1 p45 02-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP 075 L �-` STILE INTERLOCK DOUBLE INTERLOCK 27 SNAP RAIL 02-TRACK JAMB WI SCREEN r-- 1.045t 1.019 24 ADAPTER 25 ADAPTER 26 ADAPTER ADAPTER 6o INTERIOR BEAD 1.305 O3 3-TRACK JAMB 1.993 1.872 .050 4} I 1.300 � ----1 2.781 - 062 .062 1.342 .125 _420 4 4-TRACK JAMB 1.616 T 125 1.801 .090 1.846 062 111 SCREEN 112 SCREEN 14 SCREEN 583 .374 090 2,723 o BOTTOM O STILE ASTRAGAL 1.793 �I 2.442 �� 2.836 0 3.063 EXT SILL COVER 2 026 .425 o28 ASTRAGAL 29 INTERLOCK REINFORCEMENT 38 P-HOOK 89 "O" PANEL BRACKET 094 2.835 o W/SCREEN BACKER PLATE 094 2.424 .140 --- 7.205 � � �1.521 1::::T.12 90' CORNER 90" CORNER .696 4.966 1.000 33 LOCK ASTRAGAL 34 RECEIVER ASTRAGAL 1.455 f7O45 .307-- .125 � 11,144 39 P-HOOK MOUNT .307 1.665 18 INT-EXT SILL COVER 0 5.500 o 11 4-TRACK SINGLE HEAD .110 3.349 3.359 2.471 .125 32 ASTRAGAL �a69J� 090 090 .045 --�� � 1.518 sa ; � .901 ' 'ip4# ,� 1.405 1.495 2.099 � .062 926 35 LOCK ASTRAGAL *RECEIVER ASTRAGAL 19 MID-SILL COVER � 8.615 �� � I-= 6.794 �� SCREEN - ` 10 3-TRACK SINGLE HEAD s 2-TRACK SILL 912 40 TRACK ADDON 0 o 125 o LYNN .782 . ao ,......... 090 .090 I� .857 857 782 .290 ��='t`. ' �.�GlENsF' ..(�'� I 850 .050 850 045 -045 .850 .850 .040 � ..-..,... .912 . � No. 58705 1.405 1.495 � .926 .050 -�II�� 050 ft� o = �t 9.323 fit OGEE BEAD 62 OGEE BEAD ss OGEE - . a I Of 'BEAD 64 SQUARE BEAD 65 SQUARE BEAD ss SQUARE BEAD g p 17. �o', 1.423 ��� 0' �2-TRACK SINGLE HEAD WI SCREEN O 3-TRACK SILL :� fZOR%0P. '' Z 090 .090 ����S10NAL 4_1 1.048 1.872 dr�rtt� 1.993 m 1070 TECHNOLOGY DR A.LYP,E MILLER,P.E. 1.405 1.495 926 Q62 � ALUMINUM SLIDING GLASS DOOR NOA(LM) 0 101D5115 P.E.#58705 , N. VENICE, FL 34275 I 6.085 ! �!; 11.853 - EXTRUSIONS o J ROSOWSKI (941)-480-1600 r � ---���-- '045 CERT.OF AUTH.#29296 2-TRACK SINGLE HEAD 4-TRACK SILL ASSEMBLY 110 SCREEN SCREEN ADDED #110. q 04/05/17 113 COPYRIGHT O 2017 TOP INTERLOCK �, _m m ? PGT INDUSTRIES, INC. € NOTES: 1) SEE SHEET 4 FOR SILL RISERS. ALL DIMENSIONS IN INCHES. _ SGD-780 y .25 17 OF 18 o z° MD-78D.0 a z B ALL RIGHTS RESERVED TABLE D: TABLE D, CONTINUED: TABLE D, CONTINUED: # Part# Description Material # Part# Description Material Bill of Material 1 8134 2-Track Jamb 6063 T6 At 43 1695 1-1/2" X 1" X 3/4" Fin Seal Dust Plug # Part# I Description Material 2 8135 2-Track Jamb with Screen Rail 6063 T6 At 44 6TP248 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 110 4317 Screen Top Rail 6063 T6 Al 3 8133 3-Track Jamb 6063 T6 At 45 6TP247 Vinyl Bulb Weatherstrip i@ P-hook Flex PVC 111 4318 Screen Bottom Rail 6063 T6 At 4 8132 4-Track Jamb 6063 T6 Al 46 1644 .187" X.270" Weatherstrip 112 4319 Screen Side Rail/Lockstile 6063 T6 At 5 8118 2-Track Sill 6063 T6 Al 48 8175 Corner Astragal Seal 113 8152 Screen Interlock Adapter 6063 T6 At 6 8116 3-Track Sill 6063 T6 Al 49 1270 1/2" X 1-1/8" Open Cell Foam Pad, 3+ Panels 114 4344 Screen Astragal 6063 T6 At 7 8120 4-Track Sill 6063 T6 Al 50 5/16" X 2" Lagbolt SS 115 7SRAZ Roller Nylon 8 8127A 2-Track Head 6063 T6 Al 116 7SRAX Roller SS 9 8128A 2-Track Head with Screen Rail 6063 T6 At 51 819T Lagbolt Washer Nylon 10 8124 3 Track Head 6063 T6 At 52 8153 Tandem St. Sti. Roller Assembly SS 117 1/4" X 1" MS @ Top Rail SS 53 8153 Tandem Nylon Roller Assembly Steel 118 1/4" X 1-1/2" MS @Bottom Rail SS 11 8121 4 Track Head 6063 T6 At y y 119 Screen Lockset Steel 12 8140 Sill Riser- 1-5/8" 6063 T6 At 54 #10" X 1-1/2" Ph. PH. SMS @ Roller SS 120 653 Screen Lock Keeper Steel 13 8139 Sill Riser-2-3/4" 6063 T6 At 55 8052 Roller Adj. Hole Plug PVC 121 1179 #10 X 3/4" Ph. PH. SMS @ Keeper SS 14 8138 Sill Riser-3-1/2" 6063 T6 At 60 8022 Interior Bead 6063 T5 At 122 1793 .270" X.150" Weatherstrip 15 8137 Sill Riser-4-1/2" 6063 T6 At 61 8150 7/16" OG Bead 6063 T5 At 123 1692 Screen Spline- .165" Vinyl 16 8182 Sill Riser-5-1/4" 6063 T6 At 62 8145 9/16" OG Bead 6063 T5 At 124 Screen Cloth I Fiberglass 17 8119A Ext. Sill Cover with Screen Rail 6063 T6 At 63 8146 1-1/16" OG Bead 6063 T5 At 18 8117 Int-Ext. Sill Cover 6063 T6 At 64 8150 7/16" Square Bead 6063 T5 At 19 8115 Mid-Sill Cover 6063 T6 At 65 8148 9/16" Square Bead 6063 T5 At 20 8183 Sill Mounting Strip/Anchor Plate 6063 T6 Al 66 8149 1-1/16" Square Bead 6063 T5 At 21 8012 Panel Stile 6063 T6 Al 22 8014C Top/Bottom Rail 6063 T6 Al 67 6TP247 Vinyl Glazing Bulb 23 8013C 9" Tall Bottom Rail 6063 T6 At 68 1643 Foam-filled Glazing Bulb (7/16" glazing only) 24 8104 Stile Adaptor 6063 T6 Al 69 Dow 899, 995 or Instantglaze Glazing Silicone Silicone 25 8102 Interlock Adaptor(Single) 6063 T6 At 70 1725 Setting Block, 1/2" X 4" X 1/16", 85 +/-5 duro. EPDM 26 8101 Interlock Adaptor(Double) 6063 T6 Al 71 1 1726 Setting Block, 1" X4" X 1116" (IG), 85 +1-5 duro. EPDM 27 8103 Top Snap Rail Adaptor 6063 T6 Al 72 Super Spacer nXT with Hot Melt Butyl Composite 28 8105 Astragal Backup Plate 6063 T6 Al 73 Duraseal Composite 29 8192 Interlock Reinforcement 6105 T5 Al 74 Cardinal XL Edge Spacer Composite 30 8200 Interlock Screw Cover with T-slot 6063 T6 At 80 710X34PPSDAX #10 X 3/4" Ph. PH. SMS @ P-hook SS 31 8136 Frame Screw Cover 6063 T6 At 81 #8 X 5/8" Ph. PH. SMS @ Single Interlock SS PRODUCrStE EW 32 8107C Astragal 6063 T6 At 82 #8 X 3/4" Ph. PH. SMS @ Double Interlock SS as ' 33 8110 90° Corner Lock Astragal 6063 T6 At �, =.M t j "'�0`0 83 710X115PPX #10 X 1-1I2 Ph. PH. SMS @Astragal SS FXp 34 8111 90° Comer Astragal Receiver 6063 T6 AI ate 35 8204 1350 Corner Astragal 6063 T6 AI 84 1155 #$ X 1" PH. Quad. SMS Main frame SS 54 ym 36 8205 1350 Passive Comer Mount 6063 T6 AI 85 72087K Jamb Bumper f 37 8112 90° Comer Astragal Backup Plate 6063 T6 At 86 76X38PPAX #6 X.375" Ph. PH. SMS SS 38 8108 Pocket Door P-Hook 6063 T6 At 87 4385 4 Hole Bumper Stop .�` NY LYN 39 8109 Pocket Door P-Hook Mount 6063 T6 At 88 78X38PPTX #8 X 318" Ph. PH. SMS Steel 40 8141 Screen Frame Add-on (Sill) 6063 T6 At 89 8193 "O" Panel Bracket - 12" long Q��' •�,�CENf�� 41 8142A Screen Frame Add-on (Head) 6063 T6 At 90 1#10 X 3/4" Ph. PH. SMS @ Bracket to Stile SS ti 42 8143A Screen Track Addan 6063 T6 At 91 #8 X 314" Ph. FH. SMS @ Bracket to Frame SS _ ~-U s o Iw 'ONAL EN•`��, ����lrllll11111 A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05I15 1070 TECHNOLOGY DR P.E.MILLER N. VENICE, FL 34275 PARTS LIST J ROSOWSKI (941)-480-1 fi00 CERT.OF AUTH.#29296 NOTES: NO CHANGES THIS SHEET. 04/05/17 COPYRIGHT©2017 1 SGD-780 ITEMS#47,56-59,75-79&92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. __j�,g PGT INDUSTRIES,I� NTS �.� 18 01= 18 �� MD-780.t7 � B ALL RIGHTS RESERVED