The URL can be used to link to this page

Home My WebLink AboutNOA; Series SGD 670 Aluminium Sliding Glass DoorsM.IAM I-DADE MIAM-DARE COUNTY REVIEWED PRODUCT CONTROL SECTION ®C�®® +� 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND S i.� Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATIO T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCMN"ClE COUNTY www.miamidade.gov/economy PGT Industries, Inc. BOCK 1070 Technology Drive, RECEIVED �j North Venice, Fl. 34275 File Cc SCOPE: JUL 2 0 2021 This NOA is being issued under the applicable rules and regulations gong , ise of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dad 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 SG 670" AluminnmjSliding�Glass•Door00 90°1& 135° corrners APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/179, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NRSSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for comer units and sheet 14 for pocketed units: Pockets & Egress requirements 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", unless otherwise 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. TERABNATION 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 renews NOA # 17-0420.09 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Cha.nda, P.E. ,.•. -AP:PROYED' ,,Lkoll NOA No.19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS L Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, tilled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of'22, prepared by manufacturer, dated 02-02-I4 and last revised on 06/08/16, signed and scaled by Lynn Miller, Y.E. B. TEST'S 1. REF Test report on 1) Uniform Static .Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (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 & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-iip drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/1.0/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.111, 9.11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of AIum.inum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No)FTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, P.E (This file has addendum Ietter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by .fenestration Testing 3. Additional REF supporting test ## FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued. by Fenestration 'Testing Jab (Test report submitted under file ##15-0430.08). C. CALCULATIONS (submitted under file 914-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGr, signed. and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTN4E-1300-02, -04 & -09. D. QALITY ASSURANCE 1. Miami Dade Depai4tnent of Regulatory and Economic Resources (RER) -- Ishaq I. Chanda, P.T. Product Control Unit Supervisor NOA No. 19-I t26.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 E-1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERLAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file 41.4-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5r" Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5" edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-lmpact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. 'PESTS 1. None. C. CALCULATIONS 1. A.nebor verit:ication calculations and structural analysis dated 0411.8117 and last revised on 08/09/17, complying with FBC-217 (6" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTMS-1300-02, -04 &-09. 1). QUALITY ASSURANCE 1 Miami. made Department of Regulatory quid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`" edition) & FBC~ 201,7(6"' Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lyrvn Miller, P.E. G. OTHER 1. This NOA. revises NOA # 16-0629.03. expiring April 07, 2020. 3. New Evidence submitted A. DRAWINGS 1. Dra\ving No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on '11/22/1.9, signed and sealed by Lynn Miller, P.E. Ishaq L Chanda, 1'.E. Product Control Unit Supervisor NOA No. 1.9-1126.01 Expiration Date: April 07, 202S Approval Date: .January 09, 2020 E-2 PGT Industries, Inc. NOTICE GE ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 1.0/08/15 of compliance to FBC 2014 (5t" Edition) and "NO financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER l . This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/1.6 approved by RER. 3. AAMA"s Technical. Paper for SGD & Bi-fold doors referenced to FBC 2014 (5" edition). 4. Test. proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177 A,1B & C approved by BCC(. 2. Evidence submitted under previous submittal A. DR&WINGS I. Drawing No. PGT O128 Rev C, titled "Series 670 Alum SGD-Non•Impacf', sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04118/17, signed and sealed by Lynn Miller, P.E. B. TESTS L None. C. CALCULATIONS I. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying -Aritli FBC-217 (611' Edition), prepared by POT, signed and sealed by Lynn Miller, P.F. 2. Glazing complies with ASTMS-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). F. MATERIAL CERTIFfCATIONS L. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511' edition) & FBC 2017(6"' Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. 3. I'dew Evidence submitted A. DRAWINGS 1, Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/1.9, signed and sealed by Lynn Miller, P,E�. Ishaq 1. Clunda, l'.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration mate: April 07,2025 Approval Date: January 09, 2020 E-3 I'GT .Industries, Inc. NOTICE OF ACCEPTANCE: (EVIDENCE SUBMITTED B. TEST'S 1. None. C. CALCULATIONS (subtrlitted under file #17-0420.09) 1. None 2. Glazing complies with ASTMS-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CIERTIFICATIONS 1. None. Fe STATEMENTS 1. Statement letter of conformance to FBC 2017 (6`lt Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NTOA renews NGA # 17-0420,09, expiring April 07, 2025. ishaq 1. Chanda, P.E. Product Control Unit Supervisor N®A No. 19-1126.01 1:xpir•ation Date: April 07, 2025 Approval Date: January 09, 2020 L-4 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 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. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, FTL-7554 AND AT[ 72138.01-1401-18 TABLE B, SEE DETAILS ON SHEETS 4 & 5: Glass Type Description (Listed from Exterior to Interior) G1 3/16" TEMPERED GLASS G1A 1/4" TEMPERED GLASS G2 1" I.G.. 3116" TEMPERED GLASS + 5/8" AIRSPACE + 3116" TEMPERED GLASS G2A 1" I.G.. 1/4" TEMPERED GLASS + 1/2" AIRSPACE + 1/4" TEMPERED GLASS GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 TABLE A: Anchor Group Anchor Type ME A #12 18-8 SMS, (Fy=60 ksi, Fu= 95 ksi). #12 410 SS SMS, (Fy= 90 ksi, Fu= 110 ksi) 1/4" Elco Aggre-Gator® Fy=57 ksi, Fu=96 ksi Jamb Jamb B #12 Steel SMS (Gr. 5) (min, of threads beyond metal substrate) C 1/4" Elco UltraCon@ Fy=155 ksi, Fu=177 ksi Jamb D 1/4" Elco UltraCon® Fy=155 ksi, Fu= 177 ksi Jamb Jamb 1/4" 410 SS Elco CreteFlex® Fy=127.4 ksi, Fu= 189.7 ksi He; Jamb Jamb 1) WHERE SUBSTRATE CONDITIONS REQUIF CHOOSE THE ANCHOR GROUP OF THE LOW 2) ALL ANCHOR HEAD TYPES ARE APPLICAB 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN 4) FILLED BLOCK VALUES MAY ALSO BE USE 5) ANCHORS MUST BE OF SUFFICIENT LEND ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE MIAMI-DADE COUNTY APPROVED ANi DISTANCE AND SUBSTRATE REQUIRE 2) FOR OTHER SUBSTRATE APPLICA- 3) WOOD BUCKS DEPICTED AS 1X AR PROPERLY SECURED, 1X WOOD BUC INSTALLED DIRECTLY TO SOLID CON DEPICTED AS 2X ARE 1-1/2" THICK OF (WHEN USED) SHALL BE DESIGNED i LOADS TO THE STRUCTURE. BUCK D THE RESPONSIBILITY OF THE ENGIN! RECORD & TO BE REVIEWED BY THE 4) METAL SUBSTRATE TO MEET MIN. REQUIREMENTS PER CURRENT FLOE BE REVIEWED BY THE AUTHORITY H, EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH _ PER TABLES 1-3 Gw 12 Gc MAX. UNIT 13 HEIGHT PER TABLES 1-3 1 1-PANEL I I Jw Jc I J a Iw�w 14 14 Kc IZQ° 14 14 I�Qa r z 10 oQw a POCKET i co CONFIGURATIONS I— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 Gw Gc 12 13 MAX. UNIT 12 13 HEIGHT PER TABLES 1-3 NOM. PANEL � PER TABLI MAX. UNIT HEIGHT Aw Ac w Bc 12 13 12 13 R 19 . t19 19 NOM. PANEL WIDTH _ PER TABLES 1-3 G 12 Gc MAX. UNIT 13 HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH ;III° 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER I Jw Jc I I Q a o 14 14 Kw Kc 14 14 laRi I j 21- Q a Q. a POCKET � 1 \�--J 3-PANEL CONFIGURATIONS4"S MAX HEI P TABL COIF 1) ALL POCK LOCA EXAM PXXX; CAN -E -s�f--- i 2) 90° Jw Jo J I a I'wc OF Ar 14 14 Kw Kc 12 a o 3) FOI 14 14 I�Q� Lu _ lixil _ nOu� 1. P POCKET MAX. UNIT WIDTH - Aw Ac w Bc G R TABLES 1-3 12 13 12 13 1 Gw Gc 12 13 19 UNIT 12 13 19 t19 t19 T 2 13 19 ER ES 1-3 4-PANEL CONFIGURATION MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 I 4 I - I � N 1 ' w o w MAX. UNIT Q ° HEIGHT L a a PFR EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH Aw Ac w Bc Cw Cc PER TABLES 1-3 12 13 1 13 12 13 i 12 13 19 19 19 t 19 14 14 I w He Kc MAX. UNIT lw Ic 19 19 19 19 14 14 j o a o HEIGHT, 12 13 19 19 19 19 / I Q zo 96"OR 120" ~ti POCKET 6-PANEL CONFIGURATIONS w Do w E w Fc NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL � PER TABLI MAX. UNIT HEIGHT 14 14 I Q w 14 14 lo�A �~x law a POCKET vWi --I GLAZING DETAILS (G1 & G1A) EXTE 3/16" TEMPERED GLASS, TYPE G1 1/4" T GLASS EXTERIOR 3/4" NOM. GLASS BITE GLAZING DETAILS (G2 & G2A 3/16" T GLASS — 5/8" AIR SPACE 3/16" T GLASS EXTERIOR 83 24-1 1" NOM. 3/4" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2 1/4" T GLASS — 1/2" AIR SPACE- 1/4" T GLASS EXTERIOR 83 1 3/4" NOM. GLASS BITE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT ® I EXT. GLASS 0 e INT. GLASS 124 KODISPACE 4SG TPS BU1 DESIC( F EXT. GLAS ALUMINUM =MENT U� \-INT. GLASS 1zs DURASEAL® SPACER STRUCT SILI DESIC EXT. GLA! POLYI1C BUTYLE SE ROLL -FORME STAINLESS STEE EXT. GLASS 1 77 Part # Description 124 Kommerling 4SG TIPS Spacer System 126 Quanex Super Spacer nXT with Hot Mel 126 Quanex Duraseal TABLE 1: TABLE 1A: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Table applies to all Glass types and the Stile/Astragal types shown below. Positive (+1 DP may be limited by Table 1A. Door Unit Height 80 84" 90" 1 96" 69-:718" DLO 73-718" DLO 79-7l8" DLO 85-718" DLO Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D Design Pressure +90.0 -127.1 +90.0 / -120 +90.0 / -110. 6 +90.0 / -102.9 24" 17 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 DLO Jamb 10 8 8 8 10 1 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 1 6+7 6+7 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90, 0 / -106.3 +90.0 / -100.2 +90. 0 / -92.2 +65. 3 / -85.3 30" 23 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 DLO Jamb 10 8 8 8 10 1 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.0/-92.9 +67.31'-67.3 +80.0/-80 +73.8/-73.8 36" 29" 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 = DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 fi+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 Design Pressure +83.7 / -83. 7 +78.4 / -76.4 +71.6 / -71.6 +65.8 / -65. 8 c 42" 35" DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 10 8 8 8 10 1 8 1 8 8 10 8 8 8 10 8 8 8 c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 o Design Pressure +77.1 / -77.1 +72.0 / -72 +65.5 / -65.5 +60.0 / -60 z 48 41" Head/Sill C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 I+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +72.51-72.5 +67.4: -67.4 +61.0/-61 +54.7/-54.7 54" 47 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +69.1 / -69.1 +64.0 / -64 +57.6 / -57.6 +50.6 / -50.6 50" {3" HeadlSill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 F-UK tAAIVIF'Lt UN U51NU I ABLE, SEE SHEE 1 7. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" Sill Height to Max. (+) DI (Water Infiltration Rating) Sill Riser Height Design (Flat or Box, see Pressure, p: Sheet 17) Flush - 1-1/2" see note 3 Low - 2-10 + 46.67 Medium - 3-1/4" + 60.0 High - 4" +90.0 SEE NOTES 1-3 NOTES: 1) POSITIVE PRESSURES It 2) WHEN USING THE 2-1/2" 3-1/4" SILL, POSITIVE WATE WATER DP IS 90.0 PSF MA, 3) 4", 3-1/4" AND 2-1/2" SILL THE 1-1/2" SILL IS NOT ANC REQUIRED. MAX. POSITIVE THE DOOR IS PROTECTED BUILDING CODE (SEE ADJ) INFILTRATION. 4) SEE SHEETS 10-14 FOR INFORMATION. 5) DOOR SIZE TO COMPLY REQUIRED. 6) JAMB ANCHORS ARE SF QUANTITY, DIVIDE BY 2 FC THE FOLLOWING STILE & ASTRAGAL TYPFS SHAI I RP I ISFn PnR TARI F 1 qFF gPPI=Tq'91 R. 77 PnP PART rn1flAPh1Q1r11AIC AA111 QW=7Q dA A 4i Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly ------------ Lockstile @ 90'Astragal 135° As Asser Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy -du I Standard Astragal Outside Corner Outside Corner TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Table applies to all Glass types and the SblerAstraoal types shoran Door Unit Height 80 84 90 96" 102" 108" below. Positive (+) DP may be limited by Table 2A. 69-r/8" DLO 73-718- DLO 79-716" DLO 85-7/e" DLO 91-7/6" DLO 97-718" DLO 10 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An A I B I C ID A 1 B 1 C I D A I B I C I D A I B I C I D A I B I C I D A B 1 C I D A Design Pressure +90.01-140.0 +90.01-133.0 +90.01-122.0 +90.01-114.0 +90.01-106.0 +90.01-99.0 +9 24„ 17" HeadlSill C4+1 C4+1 Gd+1 C4+1 C4+1 C4+1 Cd+i CL+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 G DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 B 10 8 8 8 10 10 10 10 10 10 10 10 10 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9 Design Pressure +90.01-141.8 +90.01-133.6 +90.01-122.9 +90.01-112.8 +90.01-105.9 +90.01-99.1 +9 30" c3aHeadlSill Head/SillC5+2 C5+2 G5+1 C5+1 CS+1 C5+1 C5+1 CS+1 C5+1 CS+1 C5+1 CS+i CS+1 C5+1 C5+1 C5+1 C5+1 CS+i C5+1 CS+1 C5+1 CS+i C5+1 C5+1 G!DLO12 i0 8 LC5+1 1.2 10 8 8 12 10 B 8 12 10 8 8 12 10 10 10 12 10 10 10 12 8+9 8+9 g+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9- +90.0 / -123.9 +90.01-116.4 +90.01-106.7 +90.01-98.5 +90.01-91.4 +85.31-85.3 +8 36" 29"C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5&5+2 C5+2 C5+1 C5+1 C5+1 CS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C! DLO Jamb 12 10 8 8 12 10 8 8 72 i0 8 8 10 B 8 .12 10 10 10 12 10 10 1DP-hook $+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+ 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9 Design Pressure +90.01 411.6 +90.0/-104.5 +90.01-95.4 +87.8/ 87.8 +81.3/ 81.3 +75.7/-75.7 +7 42 35" Head/Sill C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 CS+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 G d DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 6 8 12 10 10 10 12 10 10 10 12 P-hook 8+9 8+9 8+9 8+9 1 8+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9• B 0 Desrgn Pressure +90.0/402.9 +90.0/-950 +87.3% 87.3 +60.0/-80.0 +73.8/-73.8 +68.61-66.6 +6 z e8" 41' HeadlSill CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C! DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 12 P-hook 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9• 54" 47" DLO Desron Pressure +83.01-63.0 +77.2i -77.2 +69.81-69.8 +63.81-63.8 Not available in these Head/Sill C4+3 C4+3 C4+2 C4+2 C4+,� C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 10 B $ 6 10 8 8 8 10 $ 8 8 10 B 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8-1 7+8 1 7+8 1 7+6 60" 53" DLO Design Pressure +79.21-79.2 +73.3/-73.3 +66.01-66.0 +60.01-60.0 Head/Sill C4+3 C4+3 I C4+3 1 G4+3 C4+3 G4+3 C4+3 C�}+3 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 10 8 1 8 1 8 1 10 1 8 1 8 1 8 10 1 8 1 8 1 8 1 10 8 1 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 EXAMPLE ON SHEET 9 THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 113 2.10 Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135° Asi Assembly Straight Astragal Assembly 90' Astragal Asserr Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dut Standard Astragal Outside Corner Outside Corner Inside Corner Outside Inside Corner Corner �— Part #61 (x2) Part #61 Part #61 Part #61 (Stile) Part #67 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner Part #119 (Out.) Part #120 (In.) Part #61 Parts #31 Receiver) (Corn. & Fxc NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHFN USING THE 3-1/4" SII I P()SITI\/F WATER np IS Rn D P.qF AAA)( TABLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90` or 135° corner units, see sheet 11 Table applies to all Glass types and Door Unit Height the Stile/Astragal types shown 80 84" 1 90" 96" below. Positive (+) DP may be 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type A B C D A B1 C I D I A I R I C I n A I R I r. 24" 17" DLO 30" 23" DLO 36" 29 DLO a C 35" n 42 DLO c E 0 z 48 DLO 54" 47" DLO 60" 53" DLO TABLE 3A: Sill Height to Max. (Water Infiltration Ra- Sill Riser Height (+) C (Flat or Box, see Sheet 17) Press Flush - 1-1/2' see Low - 2-1/2" + 4 Medium - 3-1/4" + [ High - 4" + SEE NOTES 1-3 NOTES: 1) POSITIVE PRESSUR 2) WHEN USING THE 2• USING THE 3-1/4" SILL, SILL, POSITIVE WATEF SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" WHEREAS THE 1-1/2" RESISTANCE IS NOT R TABLE 3 MAY BE USE[ COMPLYING WITH THE DIAGRAM); THIS CONE 4) SEE SHEETS 10-14 f EMBEDMENT INFORM/ 5) DOOR SIZE TO COM FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED. DLO WIDTH = NOM. PANEL WIDTH - 7" 6) JAMB ANCHORS ARQUANTITY, DIVIDE BY DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" THE FOLLOWING STILE R ASTRArAI TYPES SHAI I RP i mpn PnP TAR[ G'2 QCC QUCCTC 74 9 7rf Cr-%M MAOT 1-tIhArA111/1w11 A. Design Pressure +90.0 - 40.0 +90.01-133.0 +90.01-122.0 +90.0 -114.0 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 Jamb 10 8 8 8 10 8 8 8 10 8 8 1 8 10 1 8 8 8 P-hook 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.01-159.5 +90.01-150.3 +90.01-138.2 +90.01-128 Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+1 C6+1 C5+1 C5+1 Jamb 14 12 8 8 14 12 8 8 14 1 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9t10 9+10 9+10 Design Pressure +90.01-139.4 +90.01-130.9 +90.01-120 +90.0 / -110.8 HeadlSill C6+2 C6+2 C5+2 I C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 Jamb 14 12 8 1 8 14 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 1 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.01-125.5 +90.0 / -117.6 +90.01-107.3 +90.01-98.7 Head/Sill C6+2 C6+2 C5+2 C5+2kC6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 Jamb 14 12 8 8 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.01-115.7 +90.01-108 +90.01-98.2 +90.01-90 Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2Jamb 14 12 8 8 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +831-83 +77.2 / -77.2 +69.81-69.8 +62.61-62.6 Head/Sill C4+3 C4+3 I C4+2 I C4+2 54+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +79.21-79.2 +73.31-73.3 +661-66 +58 / -58 Head/Sill C4+3 C4+3 C4+3 C4+3M7+87+8 3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 10 8 8 8 8 8 10 8 8 8 10 8 8 8 P hook 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135° A< Assembly Straight Astragal Assembly 90° Astragal Asser Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy -du Heavy-duty Astragal Outside Corner Outside Corner NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF: SEE SPLICE NOTE, THIS SHEET 4.051" 24' MAX. O.C. JAMB (8) P-HOOK ANCHORS, . @ i REQUIRED (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 h. POCKETS AND SEE POCKET (9) P-HOOK ,-- _ _ _. _ _ _ I JAMB MOUNTING h•^ INSTALLATION, ADAPTER s" MAX. THIS SHEET ANCHORS MIDWAY I & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" I FROM TOP & a 14" ' •' BOTTOM o MAx. o.C. ---�®� 8" MAX. TO OPENING co o EDGE OF POCKET SEE w a �i INSTALLATION Q I I I DETAILS 'Jc' & 'Kc', 101 END PANEL SHEET 14 & PART w 4 i ANCHORAGE DETAILS 'J' & W, (2 ANCHORS) SHEET 19 FOR COLJ—l® +2 P-HOOK L - _ _ _ _6' MAY.._ ANCHORS END PANEL ANCHORAGE ANCHORAGE (SEE SKETCH BELOW)+2" LCENTERLINE 8" MAX., TYP. OF PANEL 1 �— "" MAX. UNIT WIDTH SEE CLUSTER DETAILS SHEET 10 FOR INTERLOCK REQUIRES "C6' 42" NOM. CLUSTER, SEE �'— DETAILS, SHEET x PANEL WIDTH x x x x x rC}}—� x x x x x x x xx I II x x x x ioi 3 MAX. ' o' x = FRAME IANCHORS I I 14" MAX. O.C. 0 O o= P-HOOK ANCHORS ' o' x ioi m o = P-HOOK %t7 MOUNTING 3^ MAX. ADAPTER I I ANCHORS . x x' x x x x x x x x x x x x x x x 'J x' x x x x x, ANCHORAGE ANCHORAGE ANCH j I I � i r I ® 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 900 OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE F O.C. 42" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: END PANEL ANCHOR EXCEPTION, ("+1"ANCHORAGE C 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 DISTANCE TO NEXT 2) ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24" O.C. OR LESS CENTERLINE OF 42" 1 JU NOM. o INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE ° PANEL WIDTH L 3.5" - i SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, 40 • DETAILS, SHEET 10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT I--CENTERLINEOFENDP FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS ANCHORS AT THE MIDPOINT OF END PANELS ARE C SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANC CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE I "+2" ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIRED AT THE MIDSPAN AS PER HE FIGURE AE O.C. MAXIMUM. 17 LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANC OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEI P-HOOK ANCHOR DETAILS ON SHEET 14. (® I I I "+2" ANCHORAGE END PAP REQUIRES SEE "C5" CLUSTER CENTERLINE CENTERLINE ANCHORP "C6" CLUSTER, SEE DETAILS, SHEET 10 `DETAILS, SHEET 11 �O TFRI nrK FOR ASTRAGAL �OAQTRAr-A► (2 ANCHO ASTRAGAL OR SPLICE LOCATION INTERLOCK-® -IF NEEDED CENTERLINE I EXT-EERIOR V 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK—, CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 7" -�pI 7" 4" 2.04" EXTERIOR 4" DIAG. 711 V 2-TRACK FRAME HEAD/SILL (@ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR SPLICE LOCATION INTERLOCK -IF NEEDED CENTERLINE I EXTERIOR 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR II SPLICE LOCATION INTERLOCK-�I IF NEEDED CENTERLINE 8" ASTRAGAL OR INTERLOCK- 1 CENTERLINE . 2.04" ASTRAGAL OR SPLICE LOCATIO INTERLOCK- I IF NEEDED CENTERLINE --� 1.75" -�- 3.5" 4" n k I EXTERIOR 711 1�7711 3.5" V 2-TRACK FRAME HEAD/SILL (cD- ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") (FOR SPLICE CONDITION, USE "C6" CLUSTER DETAIL) 3.5" F4- EXTEELR,IOR � 1,, � 4" DIAG. �/ 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4.08" ASTRAGAL OR II (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I ,C6" CLUSTER DETAIL) -e-I 3.5" ltr- 4" DIAG 2.04" 4" 5.37" DIAG. 4.08" ASTRAGAL OR .SPLICE LOCATIC INTERLOCK IIF NEEDED CENTERLINE 1-1 3.5" ��-- 2.( -- I 3.b" I- 3-TRACK FRAME HEAD/SILL (c@ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION, DO NC rFnITPPI INIP USE THIS DETAIL) 4" 2.04" INTERIOR ®\ 6.12" INTERIOR �/ � 2.04" INTERIOR 4" DIAG. 01\ 6.12" EXTERIOR I �I 3.5" 411 2.04" J EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR/ I 4-1 INTERIOR EXTERIOR 7 \ I \ 900 CORNER 3-TRACK FRAME HEAD/SILL 3,5" 4" J 2.04° EXTERIOR 90' CORNER 2-TRACK FRAME HEAD/SILL 4" DIAG. 7" (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" INTERIOR 6.12" INTERIOR 4.08" INTERIOR 2.04" INTE 8.94" 3.5" \ 1 EXTERIOR INTERI( f 4" DIAG. o � o --0-I 3.5" 2.04" 1 EXTERIOR 4" 2.04" 1350 CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 4.08" 7.41" 135 ! ' T 13 .5" EXTERIOR 7" 41' 135' CORNER 3-TRACK FRAME HEAD/SILL ("C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 2.04" I �f�pEXTERIOR 41 I 5.88" 1 INTERIOR 41' 3.5" 7" 6.12" EXTERIOR INTERIOR ON EXTERIOR ALL 15 VIEWS 2.04" 2-TRA- (USE W ANCHOF "+1" ANCHOR "+2" ANCHOR "+3" ANCHOR 4.081, " 7" EXTERIOR INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2-1/16" 1l4" MAX. SHIM EMBEDMENT: 4 SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 DE 2-TRACK FRAME HEAD K& WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR I 2-1/16" EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" 1/4" EXTERIOR C MAX SHIM EXTERIOR a 4 111 V IFT4 a 2X WOOD Z WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD W WOOD INSTALLATION 2X WOOD WOOD ANCHOR TYP.; TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 ANCHOR NOTE 5, SHEET 1� (1/4" MAX.) EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 DE 2-TRACK FRAME SILL W WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 r WOOD ANCHOR TYP.. EDGE DISTANCE: SEE TABLE A, SHEET 1 I2=1/16" a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SE EDGE SEE 1 METAL TYP., SEE TABLE A & ANCHOR NOTE 4, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EDGE DISTANCE: T� SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 -'I O 11 � �n� EDGE DISTANCE: SEE TABLE A, SHEET 1 I � 2-1/16" * EXTERIO a 2. DE 44—TT Cw ME SMS) SEE AN & TAB E 4=T Fw ME-' EMBEDMENT: SE TABLE A, SHEET METAL TYP., SEE TABLE A & ANCHOR — NOTE 4, SHEET 1 , SMS ANCHOR TYP., SEE ANCHOR NOTES —I & TABLE A, SHEET 1 TABLE A, SHEET 1 PROPERLY SECURED r 1X WOOD BUCK TYP., II� SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR II INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE V 2-1/16" * A, SHEET 1 PER TABLE 9 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * CONCRETE PER TABLE A SHEET 1 EXTERIOR -�-- EMBEDMENT: 1/4" EXTERIOR no 1/4" EXTERI SEE TABLE A, MAX. MAX. SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2-TRACK FRAME HEAD DE 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION W CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.)-y f-G EXTERIOR f a 2-1/16" * ®- PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1� j (1/4" MAX.) Ti EXTERIOR I ° a 2-1/16" * . EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 of 2-TRACK FRAME SILL Dc CONCRETE INSTALLATION EMBEDMENT: SEE I CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 < EDGE DISTANCE: SEE TABLE A, SHEET 1 "I 4 1 2-1/16" PROPERLY SECURED 1X WOOD BUCK TYP.. PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 I (1/4" MAX.) EXTERIO � a2 EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 DE 3-TRACK FRAME SILL W CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SI EDGE SEE' PROPERLY SECU WOOD BUCK TYI ANCHOR NOTE 3, DE 4—� Cc C( CONCRETE i SEE ANC . TAB El SEE TA EMBEDME E 44=T Fc CO EMBEDMENT: SEE _ TABLE A, SHEET 1 I • ° EDGE DISTANCE: PROPERLY SECURED 0 - SEE TABLE A, 1X WOOD BUCK TYP., _ SHEET 1 SEE ANCHOR NOTE 3, SHEET1 2-1L13 CONC./CMU ANCHOR I 1 TYP., SEE ANCHOR _ i • i NOTES & TABLE A, ni 1r n INSTALLATION DETAILS FRAME JAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: — & TABLE A, SHEET 1 SEE TABLE A, - - (ALSO SEE TYP. SHEET 1 28 ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE € TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., T==4CONCRETE SEE ANCHOR NOTES -5 P-HOOK OR� & TABLE A, SHEET 1 (ALSO SEE TYP. 2CMU PER TABLE MIN. ILLUSTRATION, SHEET 9) EDGEDGE DISTANCE A, SHEET 1 of P-HOOK FOR USE WITH FLAT SILL RISERS �w PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; EMBEDMENT: SEE P-HOOK MOUNTING ADAPTER SMS CONCRETE OR MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE-� BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A, EDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., EXTERIOR SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE 2.693" MIN. • �' EDGE ° I DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK FOR USE WITH FLA c PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLAT (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 ° � •dtiutlgltmttHm� P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', SHEETS 12 & 13 SILL DETAIL 'D', SHEET , INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 MAX. PANEL HEIGHT MAX. UNIT WIDTH MAX. DLO, WIDTH PANEL TYPE PANEI 'AS' TYPE W (P. I i 1-3 900 NOM. PANEL WII TYP. PER TABLES ' MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1 1-3 EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX #10 X 1-1/2" PH SMS SILICONE 'HERS #8 X 1" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL CONFIG EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 �'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 21XED JAMB DETAIL'G2',TDETAI TRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; SHEET 18; INSTALLATION LS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ad, DETAILS'Gw' &'Gd L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 1,47 SHEETS 12 & 13 SHEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA NOM. PANEL UN HEIC MAX. WIDTH TYP. PE PER SEE TABI DLO TABLES 1-3 NOTE 2, HEIGHT SHEET 15 a E> a o MAY I IIVIT %A/InTt4 �! SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX 2-TRACK 90, PANEL PANEL PANEL TYPE TYPE TYPE K. A �CS, Iasi T 'HT SILL DETAIL 'D', SHEET A NOM. PANEL .ES 18; MAX• I WIDTH TYP. INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 'Dw' & 'Dc', SHEETS 12 li a & 13 X X X SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 MAX. UNIT WIDTH EXAMPLE: 900 OUTSIDE CORNER - X JAMB DETAIL'11', ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DET, L2, SHEET 19 /Z /-1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEE" 1 u HEADER DETAIL ('1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET 'B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION-7 JAMB DETAIL'12', SHEET 18; INSTALLATI 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Bc', DETAILS 'Iw' & 'Ic', SHEETS 12 & 13 SHEETS 12 & 13 I� MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' MAX. UNIT NOM. HEIGHT PANEL PER WIDTH TYP. TABLES MAX. SEE PER 1-3 DLO TABLES 1-3 ,T NOTE 2, MAX. UNIT WIDTH ------ 4z j PANEL PANEL TYPE TYPE 'M' 'F' J as � SEE MAX. a a ! OTE 2, DLO PANEL TYPE 'F' NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL'S RIGHT STILE TYF51 PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK IN FIXED STILE LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN ASTRAGAL BOX OUT W/ HANDLE ASTRAGAL BOX iN W/ HANDLE INT CORNER 90 LOCKSTILE W/ HANDLE EXT CORI 90 LOCKS ANC W/ H119 �1 c #120 # SINGLE INTERLOCK � � L �� OUT (Box OUT) SINGLE INTERLOCK IN u c �� (BOX OUT (BOX IN) FIXED STILE RR s S. (BOX OUT) (BOX IN) LOCKSTILE W/ HANDLE � � /� r�� (BOX OUT) (BOX IN) �ASTRAGAL BOX OUT L R W/ HANDLE (BOX OUT) ASTRAGAL BOx IN ti=ffrJ d %® w LEFT L( INTERIOR RIGF- W/ HANDLE (Box IN) PANEL PANE STILE EXTERIOR STIL ASTRAGAL BOX OUT (BOX OUT) (BOXOUT) LI_ ASTRAGAL El � PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPE; Box IN 7 APPLICABLE STILE/ASTRAGAL REQUIREMENTS. (BOX IN) (BOX IN) INT CORNER 90 LOCKSTILE �� J z W/ HANDLE #120 EXT CORNER 90 LOCKSTILE SILL RISERS OPTIONS W/ HANDLE #119 � .232" -a .232 ' �_ EXTERIOR EXT CORNER #61 90 RECEIVER W/ HANDLE #118 EXTERIOR EXTERIOR < a .062" 3.: 2.555" INT CORNER #61 90 RECEIVER W/ HANDLE ®� s 644,- �� 1.567" 062" #118 EXT CORNER #118 90 RECEIVER / C SILL RISER,jAT* 20 SILL RISER, FLAT 22 SILL RISEf 18 OFLUSH O O #61 + 1-1/2" LOW, 2-1/2" MEDIUM, ; EXT CORNER #1 135 RECEIVER VT VS W/ HANDLE #61 \j 750" EXTERIOR N INTCORNER #31 .qS RFr;=wpp I ®T P ®C 0 BC .906" ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) is 2, 10s FULL OFJAMB 60 OR 61 DE �f G1 2-TRACK JAMB 6" LONG CLIP #105 105 113 W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO 5 THE INTERIOR) EXTERIOR n DE #10 X 3/4" i� 123 FULL LENGTH G2 sMs, X 3-� OF JAMB 2-TRACK JAMB CLIP #80 OR #105 6" LONG W/ RETAINER #123 @ S0 ��.� �_; , (SHOWN WITH MIDSPAN FIXED PANEL TO �I — 60 OR 61 THE EXTERIOR) EXTERIOR EXTEF G SHOWN WITH OPT. SCREEN TRACK e2-TRACK W/SCREEN FRAME HEAD i0 OR 6 EXTERIOR � L,EXTERIOR EXTERIOR a 11Z �J E G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) DE G4 2-TRACK JAMB W/SCREEN DE 3-TRACK B FRAME HEAD P EXT OR 61 ,FLEXTERIOR FLEXT 3-TRACK JAMB v 3 H1 (SHOWN WITH D 2 (! OPERABLE PANEL) F T DE 4-TRACK Q FRAME HEA ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR P-HOOK FOR FLAT SILLS j (EXT. OR INT. MOUNT) ID EXTERIOR DE P-HOOK FOR BOX SILLS K EXT. MOUNT ONLY EXT STANDARD ASTRAGAL #67 DE HEAVY-DUTY ASTRAGAL #68 �O WITH STANDARD STILES #60 12 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) (51 4 INTERIOR e90- OUTSIDE CORNER 2-TRACK SHOWN em Item # PGT Dwg #1 PGT # Description T 1 17306 117306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 - 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SILL RISER -FLAT, FLUSH, 1-1/2" 19 17319 617319 SILL RISER - BOX FLUSH, 1-1/2" 20 17321 617321 SILL RISER - FLAT, LOW, 2-1/2" 21 17318 617318 SILL RISER - BOX LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - BOX, MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX HIGH, 4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 • 17348 617348 POCKET P-HOOK FOR BOX RISER 31 17376 617376 135 CORNER 32 17378 617378 135 FIXED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER- ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 173494 617349 JOXO SCREEN ASTRAGAL ADAPTER Item # PGT Dwg. # PGT # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOi 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION M( 71 1695 71695 1-1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUC 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-899, DOW-995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LON 76 71032XIFPFX #10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 78 17358 617358 3/16 & 1/4" BEAD 79 17357 617357 1" IG BEAD 80 17359 617359 7/16" BEAD) FIXED PANEL CLIP 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 1/2" X 1116" SGL. SIDE ADH. TAP 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 617352 FIXED PANEL RETAINER - 9/16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE, I 109 1731 78162SN HANDLE KIT- RECESSED INT. WITH THUMB 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL, 111 71OX34PPSDAX #10 X 3/4" PH. PN. TEK - S.S. 112 1235 67S16 WSTP, .270 X. 170 -FIN SEAL 113 1712 64066 .187" X .230" FINSEAL 114 710X115PPX #10 X 1-1/2" 115 710XPPT #10 X 1" 116 720XlX #14-20 X 1" S.S. 117 720X112X #14-20 X 1-1/2" S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 9D DEGREE INSIDE CORNER ASTRAGAL 123 1 17352 617352 FIXED PANEL RETAINER, 7/8" 1" 1 2- IRACK HEAD (6063-T6 AL) 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 0.081" O3 3-TRACK HEAD (6063-T6 AL) 9.142" - 0.081" J O4-TRACK HEAD (6063-T6 AL) --I 1.514" 4 - - - -.7 1.260" 1" 0.062" 0.532" 10 4-TRACK SILL _ (6063-T6 AL) O9 3-TRACK SILL (6063-T6 AL) Og 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) O7 2-TRACK SILL (6063-T6 AL) 0.060" 0.760" 15" r 2-TRAC 95 SCREE (6063-T 15" -+� I 1.36" 0.081" - 15" .016" 0.718" - 0.062" 0.264" O5 FRAME SCREW COVER (6063-T6 AL) .155" 0.080" --�{ 0.83" Imo-- �� 3.802" �O7'-'2" 0.574" 0.080" LI: SILL 0.075" TRACK 26 P-HOOK (6063-T6 AL) (6063-T6 AL) 2.30" 1.488" 0.830" .080" F 1.870" 1.974" - 1 2.44" 31 1350 CORNER (6063-T6 AL) s� STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0.050" -' 105 FIXED PANEL CLIP (6063-T6 AL) 32 135' FIXED MOUNT (6063-T6 AL) 5" 68 HEAVY DUTY ASTRAGAL (6063-T6 AL) 0.080" ff- t0.709" 2J -In Ono L 2.304" 0.796" 0.062" P-HOOK MOUNTING 2s ADAPTOR (6063-T6 AL) )0 so STANDARD STILE (6063-T6 AL) 0.752" �I 0.233" J 0.062" P-HOOK SCF 29 COVER (6063-T6 AL) 0.133" --J 1 E Ln ¢-- 3.125" 61 HEAVY DUTY STILE (6063-T6 AL) Imo-- 4.125" _ 1.050" LITZ 0 0.062" 1.304" .289" � ' I I 611" .045" u I f - .Ole I-� 3.25 -�I sg TOP/BOTTOM RAIL 7g BADNGgp BD (6063-T6 AL) E> E (6063-T6 AL) PAI (601 1.4 BO" _f7 as cv