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HomeMy WebLinkAboutAPPROVED Atlantis 708A Product Approval Roodbeen SliderMIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 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-670" Aluminum Sliding Glass Doors w/ 90' & 135" corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev D, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by 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: 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 corner 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-1126.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. �G NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: OCT 08, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 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 -up 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 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #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 Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter 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 lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 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 PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (51h 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 (5th 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. 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 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (6t' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition) & FBC 2017(61h 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. Evidence submitted under previous approval. A. DRAWINGS 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 11/22/19, signed and sealed by Lynn Miller, P.E. B. TESTS / 1. None. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (submitted under file #17-0420.09) 1. None 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th 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 NOA renews NOA # 17-0420.09, expiring April 07, 2025. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev D, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by Lynn Miller, P.E. B. B. E. TESTS 1. 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 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC 7tn Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. I. z 4g,)J, Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS Statement letters of conformance to FBC 2020(7th Edition), dated 04/18/20, prepared, signed & sealed by Lynn Miller, P. E. G. OTHER 1. This NOA revises NOA #19-1126.01, and updates to FBC2020 (711 Edition), expiring 04/07/25. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E, expiring 04/14/2 1 expiring 04/07/25. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E-4 TARI F A• 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. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO 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 ATI 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.: 3/16" TEMPERED GLASS + 5/8" AIRSPACE + 3/16" TEMPERED GLASS G2A 1" I.G.: 1/4" TEMPERED GLASS + 112" AIRSPACE + 1/4" TEMPERED GLASS IMPACT RATING DESIGN PRESSURE RATING NOT RATED FOR MISSILE SEE TABLES 1, 2 & 3 ON IMPACT RESISTANCE SHEETS 6, 7 & 8 CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS .... ...... _ 4,5 ANCHORAGE ............... ...... 6-14 DESIGN PRESSURES ....... 6-8 INSTALL DETAILS..............12-14 ELEVATIONS.. ................... 15,16 PANEL / SILL TYPES ......... 17 CROSS SECTIONS ... ....... _18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 JR I 03126120 I D I UPDATED TO FBC 2020, ANCHOR TYPE TABLE. I Drawn W. I Dare: I chedcea BY1 pale: JR I OZ/20/14 .. ---- Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness #12 18-8 SMS or #12 410 SS SMS (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) A 1/4" DeWalt/Elco Aggre-Gator® All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2" 3" 2" Jamb / P-hook Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8' 1-3/8" 6063-T5 Aluminum 3/8" 9/16"E0.045" 71" (20 Ga) A36 Steel 3/8" 9/16"0.050" Gr. 33 Steel Stud 3/8" 9/16" (18 Ga) 1/4" Elco UltraCon® All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" Jamb / P-hook Hollow Block (ASTM C90) 1" 6" 1-1/4" C 1/4" DeWalt UltraCon® + Head / Sill Concrete (min. 3 ksi) 1-5/16" 4" 1-3/8" Jamb / P-hook Concrete (min. 3 ksi) 1" 4" 1-3/8" Jamb / P-hook Hollow Block (ASTM C90) 1" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 1/4" Elco UltraConO All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb / P-hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" D 1/4" 410 SS DeWalt/Elco CreteFlex® Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" Jamb / P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" Jamb / P-hook I Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All I Southern Pine (SG = 0.55) 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL, 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE 5, SHEET 20. 4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE, FL 34275� GENERAL NOTES AND MAP (941) 480-1600 TM REGjsmAnoN#292% SERIES 670 ALUM. SGD - NON -IMPACT SerleOkidet serve: Strerit ore»�f. Rev. ® SGD-670 NTS 1 22 PGTO128 D VtCENSF No.58705 %13O YAP',�[! O <v i 4 '40RIDN.•' A. Lwf UILLER, P.E. P.E.# 58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL WIDTH Aw A pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1W g PER TABLES 1-3 1 13 CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION Gw 1 12 19 I OF ANY 2 STRAIGHT CONFIGURATIONS. 1 I � _, AMCN Jw Jc I a Gc Jw Jc MAX. UNIT 13 / 14 Kc i z o MAX. UNIT 13 / 19 / 14 14 I z a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT / 14 14 I Q HEIGHT 19 14 14 I I W W IWtii "X" = OPERABLE PANEL, PER TABLES 1-3 I Y Q ti PER TABLES 1-3 I Y "O" = INOPERABLE PANEL, l CL " " POCKET POCKET I POCKET p = F—DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL f w c 2-PANEL f W"c" = CONCRETE INSTALLATION CONFIGURATIONS \-12AlV CONFIGURATIONS 1w 13 SHEET NUMBER MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 w Gc 1 13 MAX. UNIT 12 13 HEIGHT PER TABLES 1-3 �I NOM. PANEL WIDTH PER TABLES 1-3 I w Gc Jw Jc I Q 1 13 14 Kc i o o MAX. UNIT 1w 13 14 14 I ¢ HEIGHT 12 I I W z PER ti TABLES 1-3 p Q W POCKET I vWi - I --- 3-PANEL CONFIGURATIONS w w Ec 1 13 12 13 NOM. PANEL WIDTH PER TABLES 1-3 Aw Ac w Bc 12 13 1 13 19 19 19 19 19 19 MAX. UNIT WIDTH MAX.UNIT 1 13 19 19 19 E PER TABLES 1-3 MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" Aw A c w C DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" 12 13 12 13 12 13 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" t 19 19 19 19 19 19 c w C 13 12 13 I IT I I Jw Jc I 14 14 I Q 14 14 Iw�w / IZaco o 1 / 1Lu IWtii o�W lEL POCKET 5-PANEL CONFIGURATIONS JR 1 03126120 1 D I NO CHANGES THIS SHEET. JR 1 02/20/14 � I Jw Jc 14 14 1 14 14 Ip�p IW�w x IaQw a POCKET Lu f J 4-PANEL CONFIGURATIONS w c w c w F 1 13 1 13 12 13 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT z} SEE HEIGHT 01 0 NOTE PER 19 � / S THIS TABLES 1-3 O v SHEET. 19 O EXTERIOR rn 1W w Dc w Ec Fw Fc rw r 12 13 12 13 12 F CORNER, TYR 1 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) 1070 N. VENICE, FL 34275� EXAMPLE CONFIGURATIONS (941) 48o-160o , REGISTRATIoiv#29286 SERIES 670 ALUM. SGD - NON -IMPACT S&* #4ndet seals: sheet n -*'Ow rsev: ® Sao-67o NTS 2 22 PGT0128 D 1Ftl1i1Pl;tttt l VV fJ ,v10EtJ No. 8 _-0 %O �0- /IATE O t�fr ,tit �� tttt NAL vOv" tflilllttlt A. LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH Aw Ac w c w c PER TABLES 1-3 1 13 12 13 12 13 —sue ----, w c 1 13 w c MAX. UNIT 1 13 Ic HEIGHT, M12 13 96" OR 120" NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT IQ PER TABLES 1-3 1 19 19 19 19 19 19 19 19 *19 / / *19 19 19 I Jw Jc i 14 14 1 Q I 14 14 I�O-� IW�w x ICLa POCKET I curia 6-PANEL CONFIGURATIONS w c c w Fc 12 13 12 13 1 13 MAX. UNIT WIDTH w Ac w w C 12 13 1 13 1 13 —sue ---� 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 -4 I Jw Jc I 14 14 14 14 I � 0 loxo EL co IW�w x I°aw POCKET I curia 7-PANEL CONFIGURATIONS c w c w F 1 13 1 13 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH rftACYBA c Cw Cc PER TABLES 1-3 12 13 12 13 12 13 w Gc 1 13 w c MAX. UNIT 1 13 HEIGHT 12 13 PER TABLES 1-3 11I 19 19 19 19 19 'il, 19 19 19 *19 19 19 t19 119 19 19 JR 1 03126120 1 0 I NO CHANGES THIS SHEET. 02120114 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jell, "Kw" OR "Kell INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER X 'w = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" � I Jw Jc 1 14 1 I Q c 1 14 14 Ioao IWw x °¢w 4 POCKET I curia 8-PANEL CONFIGURATIONS w c w w Fc 1 13 1 13 12 13 1070 TECHNOLOGY DRIVE DeO" N. VENICE, FLW75 EXAMPLE CONFIGURATIONS (941) 480-1600 Tax REGISTRATION&V296 SERIES 670ALUM. SGD - NON -IMPACT ® s "7o I NTS 1 3 a 22 1 PGT0128 ErN NO. 58705 0 ' �,, O T ,TE F " A.ILYN�1 iIL� , P.E. D P.E.# 58705 GLAZING DETAILS (G1 & G1A GLAZING NOTES: "T" = TEMPERED I JR 1 03/26/20 1 D I NO CHANGES THIS SHEET. I Drum er. I Datm- jCheckedBA Date: JR 1 02120114 3/16" T GLASS EXTERIOR a 3/4" NOM. GLASS BITE EXTERIOR 3/16" TEMPERED GLASS, TYPE G1 A /Ail T / l A � 1/4" TEMPERED GLASS, TYPE G1A r0 7ECHNOLOGYDRIVE N. VENICE, FL 34275 (941) 480-1600 REGI3TRA770N#29296 GLAZING DETAILS Tow SERIES 670 ALUM. SGD - NON -IMPACT _ SG"70 NTS 1 4 , 22 1 PGT0128 D v y NO, 58705 < , vS'r A O a � A. Ll/f�f� MILLER, P.E. P.E.# 58705 GLAZING DETAILS (G2 & G2A 3/16" T GLASS — 5/8" AIR SPACE 3/16" T GLASS EXTERIOR a83 24-12 3/4" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2 1/4" T GLASS- 1 /2" AIR SPACE - 1/4" T GLASS EXTERIOR Jj 83 GLAZING NOTES: "T" = TEMPERED Revsd By: Dow Re JR 03126120 mm By: Date !7x JR 0212011 24-1 1" NOM. 3/4" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2A NO CHANGES THIS SHEET. Deb: SILICONE STRUCT POLYISOBUTY WITH DESIC EXT. GLA: ,24 KODISPACE 0 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS --\ STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT INT. GLASS _ALUMINUM REINFORCEMENT 5/16" NOM.—_;� U� \—INT. GLASS ,26 DURASEALO 0 SPACER EXT. GLASS—v HOT -MELT BUTYL 3/16" NOM. NT. GLASS 125 SUPER SPACER®NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. r—SILICONE SEAL V,,- —INT. GLASS XL EDGETM 127 SPACER Part # Description T��rial 124 Kommeding 4SG TPS Spacer System See this Sheet for 125 Quanex Super Spacer nXT with Hot Melt Butyl 126 Quanex Duraseal Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 1707ECHNOLOGYDRAIE D-ff0d- N. VENICE; FL 34275 GLAZING DETAILS (sal) 4604600 uk REGISTRA770N#29296 SERIES 670ALUM. SGD - NON -IMPACT ® scD-670 NTS 5 Of 22 PGTO128 D uGEN a too.58705 TE TAP� 4 O A. L�IqW M111100A,°P.E. P.E.# 58705 TABLE 1: TABLE 1A: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 900 or 1350 corner units, see sheet 11 Table applies to all Glass types and the Stile/Astragal types shown below. Positive (+) DP may be limited by Table Door Unit Height 80" 84 90 96" 69-718" DLO 73-71 "DLO 79- /8" DLO 85-7/8" 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 24" 17" Design Pressure +90.0/-1271 +90.01-120 +90.0/-110.8 +90.0/-1029 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 DLO Jamb 10 8 8 8 10 8 8 8 10 1 8 1 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 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.01-106.3 +90.0/-100.2 +K0/-92.2 +85.3/-85.3 W. 23" DLO 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 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 1 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 +873 /-873 +80.01-80 +73.8 /-73.8 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 IC4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I 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 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 1 7+8 7+8 42 35" Design Pressure +83.7/-83.7 +78.4/-78.4 +71.6/-71.6 +65.8/-65.8 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 a_ c 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 E z 48" 41" Deso n Pressure +77.1 /-7T 1 +72 0/-72 +65.5 /-65.5 +W 0 /-60 Head/Sill C4+2 C4+2 I C4+2 C472 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 I C4+2 I C4+2 DLO Jamb 10 8 1 8 1 8 10 1 8 1 8 8 10 8 1 8 1 8 10 1 8 1 8 1 8 P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 Design Pressure +725/-72.5 +674/-6T4 +61.0/-61 +54.7/-54 7 54„ 47" DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+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 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/-59.1 +64.0/-64 +57.61-57.6 +50.6/-50.6 61 53" Head/Sill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 I C4+2 C4+2 G4+2 C4+2 I C4+2 1 C4+2 DLO Jamb 10 8 8 1 8 1 10 8 1 8 1 8 10 1 8 1 8 1 8 1 10 1 8 1 8 18 P-hook 1 6+7 1 6+7 6+7 1 6+7 1 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 17+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 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. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 1 High-4" +90.0 SEE NOTES 1-3 NOTES: OH LENGTH �- OH RATIO = OH LENGTH w OH HEIGHT = OOI OH RATIO >_ 1 0.1 � SEE NOTE 3 1) POSITIVE PRESSURES IN TABLE 1 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. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 1, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90„ Astragal Lockstile @ 135' Astragal Lockstile @ Assembly Straight Astragal Assembly 90„ Astragal Assembly 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner Corner ;T Inside Corner Outside Inside Corner Corner Part (Stile) Part #61 (Stile) Part #1(Out.) Part #61(Stile) Part #60 (x2) Part #60 Part #60 Part #67 ( (Astragal) Part #60 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) 1070 TECHNOLOGYDRIVE ' N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480.1600 mW 8dS: Deb: ReWsIbm REGISTRA7701V #29296 SERIES 670ALUM. SGD - NON -IMPACT JR 03126120 D NO CHANGES THIS SHEET. mon ey Oafe Cber d Dam ® serimmodat sc� by txeat� Ift rD JR 02/20114 SGD-670 NTS 6 22 PGTO128 Aitlid11t 41, G,lC=EN,S� ''•����' .r No.53705 .2-•Z t� TE 1 t,J °°`/ ' 1V L. I;r��l.i11�t A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2A: 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 Door Unit Height 80" 84" 90" 96" 102" 108" 114" 120" the Stile/Astragal types shown below. Positive (+) may be 69-7/8" DLO 73-7/8" DLO 79-718" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8" DLO 103-7/8" DLO 109-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group limited by Table A I B I C D A I B I C D A I B I C I D A I B I C = A I B I C = A B I C = A 1 B C I D A B C I D Design Pressure +90.0 / -140.0 +90.01-133.0 +90. 0 / -122.0 +90.0 / -114. 0 +90.01-106.0 +90.01-99.0 +90.0 / -93.0 +68.01-88.0 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 24„ DLO Jamb 10 1 8 8 8 10 1 8 8 8 10 1 8 1 8 8 10 1 8 8 1 8 10 10 1 10 10 10 10 10 10 10 1 10 10 1 10 10 1 10 1 10 10 P-hook 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 7+8 1 7+8 8+9 8+9 1 8+9 8 + 9 8+9 8+9 8 + 9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.01-141.8 +90.01-133.6 +90. 01-122. 9 +90.0 / -113.8 +g0.01-105.9 +90.0 / -99.1 +90.0 I -93.1 +87. 8 / -87.8 23 Head/Sill C5+2 C5+2 C5+1 CS+1 CS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 CS+1 C5+1 30" 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 10 10 10 12 10 10 10 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+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0 / -123. 9 +90.0 / -116.4 +90, 0 / -106.7 +90.0 / -98.5 +90.0 / -91.4 +85.3 / -85.3 +80.01-80.0 +75. 31-75.3 29" Head/Sill C5+2 CS+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 36" 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 10 10 10 12 10 10 10 L P-hook 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 9+10 1 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0 / -111.6 +90.0 / -104.5 +90.01-95.4 +87.8 / -87.8 +81.31-81.3 +75.7 / -75.7 +70.8 / -70.8 +66.5 / -66.5 c 35" Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 a`0 42 DLO Jamb 12 10 8 8 12 10 8 S 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10 P hook 8+9 8+9 8+g 8+9 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+g 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 EDesign Pressure +90.01-102.9 +90. 01-96. 0 +8T 3 / -87.3 +80.0 / -80.0 +73.81-73.8 +66.61-68.6 +64.01-64.0 +60, 01-60.0 41" Head/Sill 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 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 48" DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 j 12 10 1 10 1 10 12 1 10 1 10 1 10 12 1 10 1 10 110 12 1 10 1 10 10 P-hook 8+9 8+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 8+g 8+g 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 54" 47" DLO Design Pressure +83.01-83.0 +77.21-77.2 +69.81-69.6 +63.81-63.8 Not available in these sizes Head/Sill 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 Jamb 10 8 8 8 10 8 8 8 1 10 8 1 8 8 10 1 8 8 8 P-hook 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 60" 53" DLO Design Pressure +79,2/-79.2 +73.31-73.3 +66.01-66.0 +60.01-w.0 Head/Sill C4+3 C4+3 C4+3 C4+3 C4+3 C4+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 10 8 1 8 1 8 1 10 1 8 1 8 8 1 10 1 8 1 8 1 8 P-hook 1 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 EXAMPLE ON SHEET 9 THE FOI__I.OWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135' Astragal Assembly Lockstile @ 135" Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal g Outside Corner Outside Corner Inside 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 (Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) 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. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED = WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR = WATER INFILTRATION. =O 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 0 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT OH LENGTH I-®- �) OH RATIO >_ 1 0 SEE NOTE 3 1070N. 1/E111ICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 ntae: Sd W. pate: Revl bm REGISTRAnON #29286 SERIES 670 ALUM. SGD - NON -IMPACT JR 03126120 D NO CHANGES THIS SHEET. Se Wn Sr. Dace: peeWred Data, ® rbeA some: Stbet o Na Rev: JR 02(20114 Sin-670 NTS 7 22 PGT0928 D Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 90.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" occ v a No. 5,9705 -_ TE NAL A.QYNN MILLLW P.E. P.E.# 58705 TABLE 3: 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 Door Unit Height the Stile/Astragal types shown 80" 84" 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 I R I C I D -A-F B 1 C I D I A 1 B 1 C I D A I B I C Design Pressure + - + - + - +90.01-114.0 24" 17" DLO 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 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.0 / -159.5 +90.0 / -150.3 +90.0 / -138.2 +90.0 / -128 30" 23 DLO 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 1 12 1 8 1 8 14 12 8 8 14 12 1 8 8 14 1 12 8 1 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 29 Design Pressure +90.0 / -139.4 +90.0 / -130.9 +90.0 / -120 +90.0 / -110.8 Head/Sill C6+2 C6+2 C5+2 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 L 36" DLO Jamb 14 12 8 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 m 42 35" Design Pressure +90.0 / -125.5 +90.0 / -117.6 +90.0 / -107.3 +90.0 / -98.7 Head/Sill C6+2 C6+2 C5+2 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 0 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 c 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 o Design Pressure +90.0 / -115.7 +90.0 / -108 +90.0 / -98.2 +90.0 / -90 z 41" Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C6+312 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 48 DLO Jamb 14 12 8 8 14 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 +83 / -83 + 77.2 / -77.2 +69.8 / -69.8 +62.6 / -62.6 54" 47 Head/Sill 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 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure + 79.2 / -79.2 + 73.3 / -73.3 +66 / -66 +58 / -58 60" 53" DLO Head/Sill C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2nC4+j2C4+2 C4+2 C4+2 C4+2 Jamb 10 8 8 8 10 8 8 8 10 8 810 8 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+87+8 7+8 1 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" TABLE 3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 90.0 SEE NOTES 1-3 OH LENGTH H 2 0 = of OH RATIO >_ 1 O OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 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. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. _ 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE POI I O%A/INC; STII F R. ARTRAC4AI TYPFR SHAI I RP I ISFn FOR TART F 3 SFF RHFFTS 21 & 99 FOR PART DIMFNSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Inside Corner I Outside Corner Insides Corner Inside Corner Outside Corner Part #61(x2) Part #61 Part #61 Part #61 (Stile) Part #68 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 1070 TECHNOtOGYDRWE " N. VEN10E, FL 34275 DP AND ANCHORAGE (941)480.1600 9dW adW Ra*b- : REGIS7Rn7ON#MM SERIES 670 ALUM. SGD - NON -IMPACT JR 03/26/20 D NO CHANGES THIS SHEET. wnBy: Dab, Chedmd Dade: ® saw scale: stroet orea4gNo. Rer. JR 02i20114 SGD-670 NTS 8 d 22 PGTO128 D ��.�tsE�it6f11! PIX i{. 58705 ITE:O IV AL A. LYNN MILLER, P.E. P.E.# 58705 SEE SPLICE NOTE, THIS SHEET 4.051" 24" MAX. O.C. 24" MAX. O.C. 42" NOM. PANEL WIDTH 3.5" NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF: JAMB (8) P-HOOK ANCHORS, REQUIRED @ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE POCKET O SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK (9) P-HO K r------- I x " JAMB MOUNTING i - _ x x INSTALLATION, ADAPTER i 6" MAX I x l I T THIS SHEET ANCHORS MIDWAY I I I O I 3" MAX. & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" i j I ' o' FROM TOP & 14 , • I I i • BOTTOM i z Q MAX. O.C. I I I ( 14" MAX. O.C. 8" MAX. TO OPENING C) EDGE OF POCKET SEE 1 w a END PANEL (2 ANCHORS) ANCHORAGE CENTERLINE OF PANEL 1 MAX. UNIT WIDTH „ „ 42" NOM. PANEL WIDTH INSTALLATION i o w ( I D i DETAILS'Jc' &'Kc',,o, i SHEET 14 & PART I Q DETAILS 'J' & 'K', i 16 1 j j I o I 3" MAX. SHEET 19 FOR i ° P-HOOK L-----6"_MAX. ANCHORS x x, x - X x SEE C5 CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK 2411 CLUSTER, SEE --®' DETAILS, SHEET 11 x x x = FRAME CD ANCHORS 0 P-HOOK Oo= ANCHORS 0 M o = P-HOOK %U MOUNTING ADAPTER ANCHORS END PANEL x , x x x ANCHORAGE �✓ X x x' x xx x (SEE SKETCH BELOW) „+2" --N\—:"+2" 8 MAX.,TYP. ANCHORAGE ANCHORAGE xx x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL X. O.C. x •x x R• x x x 6" MAX. X X x x 4 PAIRS OF x ANCHORS 96" x (TOTAL 8 UNIT 21 MAX. ANCHORS) HEIGHT O.C. PER JAMB x� (SEE JAMB x DETAIL BELOW) �x X x x X x ., X '.+2" "+2" ANCHORAGE ANCHORAGE XAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 12" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: I CENTERLINE OF • ; INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, DETAILS, SHEET 10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE "+2" ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. =NU PANEL ANL;HUK I=A ;tY I IUN, (•'+T' ANUHUKAUt UNLY): DISTANCE TO NEXT CLUSTER TO BE 24" O.C. OR LESS CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL "C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE - DETAILS, SHEET 11 �INTERLOCK FOR ASTRAGAL �AOF (2 ANCHORS) NSTRAGAL 4.051" I 3.5" • • • • a -- EXTERIOR �j CENTERLOF PANEL 3E +2" ANCHORAGE CENTERLINE OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 (941) 480-1600 'd Br. ;0L312 Redakne: REGISTRATION #29296 JR 6120 D NO CHANGES THIS SHEETemBy. Checked . Dab. JR 0N4 2.04" x -nl � END PANEL 6" MAX. ANCHORAGE (SEE \—°+2„ SKETCH BELOW) ANCHORAGE 6" SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 21"4 OCCURS AT THE P-HOOK. MAX. O.C. I 5.64" 6" MAX. 2-TRACK FRAME JAMB ANCHOR PAIR "+2" ANCHORAGE__/ CENTERLINE OF PANEL 5 ANCHORAGE SPACING & EXAMPLE PLANS Tffiml SERIES 670 ALUM. SGD - NON -IMPACT Se knOodet scale: sneer riftPGTO128 Rev:sGD-s7o NTS 9 � 22 D ,`g;ilfipl� Alov r - .�? Z_ - ti ' A. LYNN MILLER, P.E. P.E.# 58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK-4—IF NEEDED CENTERLINE I EXTERIOR lu 2-TRACK FRAME HEAD/SILL (a)- ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4" ASTRAGAL OR SPLICE LOCATION INTERLOCK--[ IF NEEDED CENTERLINE I EXTERIOR ID 3-TRACK FRAME HEAD/SILL @_ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") JR 1 03/26/20 1 D I NO CHANGES THIS SHEET. OZ20/14 ASTRAGAL OR INTERLOCK ---I CENTERLINE I EXTERIOR B. (FOR SPLICE CONDITION, USE "C6" CLUSTER DETAIL) 4" 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR SPLICE LOCATION INTERLOCK- -l—IF NEEDED CENTERLINE i EXTERIOR ID ASTRAGAL OR (FOR SPLICE INTERLOCK-� CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) —y-I 3.5" 1--- 2.04" EXTERIOR 1,. --� 4" DIAG V 3-TRACK FRAME HEAD/SILL Cad ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR I INTERLOCK CENTERLINE 4" EXTERIOR ID 4" 2-TRACK FRAME HEAD/SILL aC� ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE L.� 3.5" r� — 4.08" EXTERIOR V (FOR SPLICE CONDITION, USE "C6" CLUSTER DETAIL) 4-TRACK FRAME HEAD/SILL @_ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") )707ECHNOLOGYDRNE N. VENICE, FL 34275 (941) 480-1600 REGISTRATION #29296 2.04" 4" 3-TRACK FRAME HEAD/SILL Cal ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, DO NOT ('r=KlTGRI IMP USE THIS DETAIL) EXTERIOR lu 2.04" 21" MAX. O.C. 6" MAX. j-6" DIAG. 2.04" 7 EXTERIOR 21" 5.64" MAX- O.C. 6" MAX. 4-TRACK FRAME JAMB ANr..HOR PAIR DIAG. EXTERIOR*I 5.64" ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: 4-TRACK FRAME HEAD/SILL SPLICE LOCATION IF NEEDED @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION ANCHORAGE, EXAMPLE CLUSTERS Tmw SERIES 670 ALUM. SGD - NON -IMPACT snow aswlhcnta Rev: SGNTS 10 22 PGT0128 D NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. t i0. 5,A70 5 F : e o iA. VAL i`f7?slsW A. LYNN MILLER, P.E. P.E.# 58705 2.04" - INTERIOR 6.12" INTERIOR I J -- -1 3.5" 2.04" EXTERIOR 4" DIAG. / R INTERIOR EXTERIOR a 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " 4.08" — �-�— INTERIOR -g-�-� INTERIOR 4.08" EXTERIOR 2.04" INTERIOR 0 ?4'-'DIAG. 6.12" 7 �—�-� 3.5_ 7" 2.04" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) IAITPPIn 7 it 6.12" 1-- 2.04" INTERIOR 4,08" INTERIOR 2.04" 8.94" 3.5"�\/ 7 EXTERIOR 4" DIAG. I j —®-I 3.5" 4" 2.04" EXTERIOR 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "M INTERIOR 7.41" 135° 54 I ' /—s-I 3.5" EXTERIOR 7" 411 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 411 I I EXTERIOR 5 88" INTERIOR INTERIOR 90° 3.5135° 7„ 6.12" 1 - 4" DIAG. \ \1 I I°H ` ' 6.12" 2.04" —1 1 L::~IT'3�� 4" EXTERIOR 90° CORNER 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) JR 03126120 1 D I NO CHANGES THIS SHEET. Draw W. Dare: tmdced . Date: JR 02120114 4" DIAG. 3.5" � 4" � EXTERIOR 135° CORNER 4-TRACK FRAME HEAD/SILL ("C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 1070 TECHNOLOGYDR1W N. VENICF- FL 34275 (941) 480-1600 REGISTRA7ION429296 4.08" 5'EXTERIOR 7" INTERIOR ON EXTERIOR ALL ID VIEWS 2.04" 12" 2.04" '1 \ L5 j� 7" EXTERIOR 4. 2.04" 2.04" INTERIOR 2.04" NOTES: 1. ALL DIMENSIONS SHOWN 7 ARE BASED ON MINIMUM ALLOWED. 3.5" 2. DETAILS DEPICT ANCHOR INTERIOR 1 ° QUANTITY AND SPACING, AND WOULD BE IDENTICAL 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1" ANCHOR 3 5" 7" 4" ° 8.94" 135° CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL OF PANEL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR 0 2.04" "+1" ANCHOR 4" DIAG. 3.5" CENTERLINE OF PANEL "+3" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR CENTERLINE OF PANEL "+3" ANCHOR CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 2.04" 1 3.5" ' 7, 4" DIAG. ,ENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT ANCHORAGE, EXAMPLE CLUSTERS Tftl SERIES 670 ALUM SGD -NON-IMPACT Se< &f*det: I scffie: Slreeh &sw*viu Rev: SGD-670 I NTS I 19 of 22 PGTO128 ID �`��i61ii11,'11 wW ;'tits- 58705JE LZ E f, ✓r AIL A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE:SEE EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 TABLE ASHEET 1 , SEE TABLE A, SHEET 1 2-1 /16" * 2-1 /16" * 2-1 i16" * NOTES: EXTERIOR 1/4" 1/4" 1/4" 1. ALL DIMENSIONS �l MAX. o SHIM MAX.F EXTERIOR SHIM EXTERIOR a MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. r EMBEDMENT: j 2. METAL OR WOOD SUBSTRATES MAY BE SEE TABLE A, --II USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMS ANCHOR TYP., SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHORZ SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 * DIAGONAL O.C. IS 2-TRACK FRAME HEAD eMIN WOOD INSTALLATION 3-TRACK FRAME HEAD Bw WOOD INSTALLATION 4-TRACK FRAME HEAD Cw METAL INSTALLATION 4" (HEAD & SILL) Aw OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET 1 (1/4" MAX.) WANCHOR NOTE 5, SHEET 1� NOTE 5, H THE METAL SUBSTRATE EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2-1/16" * 2-1/16" * 2-1/16" * EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dw WOOD INSTALLATION Ew WOOD INSTALLATION & METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT: SEE METAL TYP., SEE SHEET 1 TABLE A, SHEET 1 �I EDGE DISTANCE: TABLE &ANCHOR EDGE DISTANCE: 0 SEE TABLE A, , SHEET 1 NOTE 4, 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP., SEE ANCHOR SHEET 1 TYP., SEE ANCHOR * NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/16" SMS ANCHOR TYP., 2-1/16" * SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16" * & TABLE A, SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN. OF 3 L & TABLE A, SHEET 1 SEE ANCHOR NOTES THREADS t, , r� EXTERIOR & TABLE A, SHEET 1 1 BEYOND THE EXTERIOR I 1/4" MAX. SHIM �— EXTERIOR 1/4" MAX. SHIM —•-� �— METAL SUBSTRATE ". 1/4" MAX. SHIM �-�— _ No. fir=: 05 =' E 2-TRACK FRAME JAMB Gw WOOD INSTALLATION E 3-TRACK FRAME JAMB Hw WOOD INSTALLATION E 4-TRACK FRAME JAMB iw METAL INSTALLATION 1070TECHflIOLOGYDRIVE ° "' [�Q N. VENICF- a 34275 ANCHORAGE DETAILS Revad By. Data. Revidbim (9e1)480-1600 rtEGISTRATION #29296 SERIES 670 ALUM. SGD - NON -IMPACT JR 03/26/20 © NO CHANGES THIS SHEET. r �Y, Se scmaIsta,82t►te c A. LY41 IVINCER \P.�. Drawn Br. Dare: cracked I pram. JR 02/20H4 ® SGD6670 NTS 22 D P.E.# 58705 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE �® TABLE A, SHEET 1 CONCRETE A, SHEET 1 2-1/16" * PER TABLE _ A, SHEET 1 EXTERIOR d • a EMBEDMENT: 1/4" EXTE SEE TABLE A, MAX. / SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2-TRACK FRAME HEAD Ac CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR ' a 2-1/16".* EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" * 0 CONCRETE PER TABLE A, SHEET 1 IOR I I rj 0 1/4" EXTERI MAX. a SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP„ SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 03-TRACK FRAME HEAD Bc CONCRETE INSTALLATION 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 G (1 /4" MAX.) PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 ^;: f (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: ~� SEE TABLE A, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 4 * DIAGONAL O.C. IS MAX. MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1 EXTERIOR r' 4 EXTERIOR I': i :.: '.• ..: . I 2-1/16 EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 ~� PER TABLE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 62-TRACK FRAME SILL 3-TRACK FRAME SILL Dc CONCRETE INSTALLATION 6 CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —� PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR l/ 1/4" MAX. SHIM EDGE DISTANCE: SEE TABLE A, SHEET 1 •%.� 2-1/16" " CONCRETE OR CMU _ PER TABLE A, SHEET 1 S 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION JR 1 03/26/20 1 D JR 102120114 NO CHANGES THIS SHEET. Daw EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR ID 1/4" MAX. SHIM EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE OR CMU PER TABLE A, SHEET 1 I-®— 3-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION 1070 TECHNOLOGYDRtVE N. VENICE, F-L-1 00 f --f (9W1) 480-1600 REGISTRATION#29296 EDGE DISTANCE: �® SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR r EDGE DISTANCE: SEE TABLE A, SHEET 1 j CONCRETE s.. ':. OR CMU 9' • PER TABLE A, SHEET 1 1/4" MAX. SHIM —•-I 1-- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATIO ANCHORAGE DETAILS SERIES 670ALUM. SGD - NON -IMPACT ; ' nw SGD•67o INTSI'13 122 Rev: D CONCRETE PER TABLE A, SHEET 1 �t�;!sllrr: Qa_ pia. 58705 � �yr 4 R20 x A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 28 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 J�rEXTERIOR ID P-HOOK CONCRETE OR CMU PER TABLE _ 2.693" MIN. A, SHEET 1 EDGE DISTANCE eP-HOOK FOR USE WITH FLAT SILL RISERS dw 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 2.693" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR CONC./CMU ILLUSTRATIVE ANCHOR TYP., SEE PURPOSES ONLY. SEE /—ANCHOR NOTES & TABLE A, SHEET 1 FOR TABLE A, SHEET 1 ALL APPROVED SUBSTRATES. 1-1/4" MIN. EDGE DISTANCE EXTERIOR 3. SEE TABES 1-3, 28 V SHEETS 6-8 FOR P-HOOK MOUNTING REQUIRED P-HOOK ADAPTER CONC./CMU AND P-HOOK ANCHOR TYP., SEE MOUNTING ADAPTER ANCHOR NOTES & TABLE ANCHOR QUANTITIES. A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) T P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT: SEE CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS -- ANCHOR TYP., SEE A, SHEET 1 `' `' ' ` ' "' t: ` ANCHOR NOTES & TABLE BEYOND THE METAL ANCHOR NOTES ae'....... -' '.: ; A, SHEET 1 SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: ,.... • ' ' . , . ; .�: • ' ..,'.� .�..:�.. : ' :,..: ' (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, ° .. '. • . +, ' ILLUSTRATION, SHEET 9) EMBEDMENT: ILLUSTRATION, SHEET 9) SHEET 1 �` 28 SEE TABLE A, EDGE DISTANCE: SEE °• SHEET 1 TABLE A, SHEET 1 i :: ,a.. ` `' ' ' '. 1-1/4" MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., EXTERIOR SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE E P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY P-HOOK CONC./CMU / EXTERIOR ANCHOR TYP., SEE J/ ANCHOR NOTES & TABLE J—r A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) E P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY 107NT ENIC , F34275 342 5/i/E ANCHORAGE DETAILS (941) 460.1600 uk 9dS: Dab: , REGISTRAnON09M SERIES 670 ALUM. SGD — NON —IMPACT JR 03/26/20 D NO CHANGES THIS SHEET. I'NTSI'14 tin thy. new awdod . Date: JR 02120114 SG"70 a 22 1 PGTO128 D } OF `3/r� NA 'r I 0 A. LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac', SHEETS 12 & 13 SILL DETAIL'D'I SHEET INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 MAX. PANEL HEIGHT PANEL PANEL TYPE TYPE 'QS' 'A' 11 SEE NOTE 2 MAX. UNIT WIDTH MAX. DLO_ WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X 90, PANEL TYPE 'AS' X MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 INTERIOR EXTERIOR ` 900 PANEL CORNER DETAIL'N2', TYPE SHEET 19 & CORNER K' ANCHORAGE SHEET 11' MAX. UNIT ' MAX. HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 HEIGHT TABLES EXTERIOR INTERIOR 1 1-3 EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX #10 X 1-1/2" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL SILICONE HERS NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. #8 X 1" PH SMS JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" 1070 TECHNOLOGY DRIVE - N. VENICE, FL 34275 ANCHORAGE DETAILS I EXAMPLE ELEVATIOI (941) 480.1600 III Sr. Date: Revt m&, REGISTRA770N#29296yffo SERIES 670 ALUM. SGD - NON -IMPACT JR 03126120 D NO CHANGES THIS SHEET. 4r Br. Date: ChmedW B . Date: SAkbdet 3 JNTS Sheet15 et 22 Wang 'JR 02PM14 SG"7oPGT0128 D 5kr70 C� r y441 f `/ I n % '"l " i; �r,lll � A. LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR 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 MAX. /I� XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; DLO -SHEET 18; INSTALLATION DETAILS'Ll' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', WIDTH DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 TYP, SHEETS 12 & 13 90, PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE r - TYPE PANEL PANEL PANEL TYPE 'R' 'L' 'D' 'A' TYPE TYPE , MAX. A 'CS' 'QS' K MAX. NOM. UNIT UNIT PANEL HEIGHT SILL DETAIL NOM. HEIGHT WIDTH TYP. PER 'D', SHEET PANEL / PER MAX' PER SEE TABLES 18; MAX. / WIDTH TYP. SEE TABLES DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 'Dw' & 'Dc', O a X X SHEETS 12 [� _j L&13, X X X X L SEE FRAME & I PANELCORNER CONSTRUCTION DETAILS SHEET 15 MAX. UNIT WIDTH EXAMPLE: OXXX (2-TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19 JAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS 'Hw' &'Hc', SHEETS 12 & 13 MAX. UNIT HEIGHT PER TABLES 1-3 11 JR 03126120 *r By Dm: JR 0=0114 SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & - INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13� ' HEADER DETAIL /-1 - 'B' SHEET 18' 1 ' P-HOOK DETAIL 'J' & 'K', SHEET I '7 -� 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Jc','Kw' &'Kc', SHEET 14 DETAILS'Bw' &'Bc', DETAILS'Iw' Vic', SHEETS 12 & 13 SHEETS 12 & 13 EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) D I NO CHANGES THIS SHEET. dad . Deb: SILL DETAIL'E', SHEET 18;�� INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 1070 TECHNOLOGYDRNE N. VENICE, FL 34275 (941) 480-16W REGISTRA7701VW92W MAX. UNIT WIDTH — PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' 'P' NOM. IPANEL WIDTH TYP. SEE MAX. PER MOTE 2, DLO TABLES 1-3 SHEET 15 HEIGHT ,> X X O EXAMPLE: XXXO (4-TRACK, BY-PASS) JAMB DETAIL'G3', SHEET �18; INSTALLATION DETAILS 'Gw' &'Gc% SHEETS 12 & 13 z INTERLOCK DETAIL �'M', SHEET 19 900 OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE /SHEET 11 / INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. i PER TABLES 1-3 MAX. UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw&'Cc', SHEETS 12 & 13 MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'F', SHEET 18; INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS nw SERIES 670ALUM. SGD - NON -IMPACT Sedswgloft sue: s a uo R: SGD-67o NTS 16 a 22 PGTO128 D 441 'TATE OF ' •••�.�f=mil,; �� .� �'� / ��51��L A. LYNN MILLER, P.E. P.E.# 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXT CORNER 90 RECEIVER EXT CORNER 135 RECEIVER INT CORNER 35 RECEIVER TYPES OUT IN STILE W/ HANDLE BOX OUT BOX IN W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE #118 W/ HANDLE W/ HANDLE s 461 #61 #120 #119 #61 #118 #61� #61 SINGLE INTERLOCK OUT (BOX OUT) SINGLE INTERLOCK c c SC CA IN (eoxour (BOX tN) FIXED STILE RR R moxoun OWIN) LOCKSTILE W/ HANDLE fl- D M moxom mox#) W ASTRAGAL BOX OUT PANEL NOTES: W/ HANDLE (aoxoU7) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL F— ASTRAGAL A ISIZES & DESIGN PRESSURE. 4INTERIOR RIGHT W Box IN LEFT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J W/ HANDLE (80"D PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR AND ARE NOT AVAILABLE. F-- ASTRAGAL STILE STILE BOX OUT 3.900 ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL moxoun (eoxoun (#61), CORNER RECEIVER (#118) AND EITHER PANEL E SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER APPLICABLE STILE/ASTRAGAL REQUIREMENTS. LLI Box IN ASTRAGALS. (eoxrN) (soxuv) 4.1350 ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE (#61) AND CORNER ADDON (#31). wEXT z CORNER W/HANDLE #120 SILL RISERS OPTIONS 232" -"' 232' Q IZ 90 LOCKSTILE *� W/ HANDLE #119 232 .232" EXTERIOR EXTERIOR 062" EXT CORNER #61 90 RECEIVER EXTERIO EXTERIOR 062" 4.055" 062" 3.305" W/ HANDLE #118 INT CORNER #61 1.567" 2.555" 44 111 90 RECEIVER -n .062" W/ HANDLE #118 EXT CORNER ��#1J 8 90 RECEIVER , ur 18� SILL RISER FLAT FLUSH, 1-1/2' * 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT O LOW, 2-1/2" O MEDIUM, 3-1/4 OHIGH, 4 #61 EXT CORNER #31 1 35 RECEIVER VT VS VF750 - �I j� .750" EXTERIOR W/ #31 EXTERIOR EXTERIOR i I 750 EXTERIOR 062" a INT CORNER 35 RECEIVER W/ HANDLE #61 062" 4.055" j .906" 062 a a I a 3.305" , ` , st 062" 2.555" SILL RISER, BOXI* 19* SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX y . 593 `05 � = 21 23 25 HIGH, 4" FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 % ATT" 1070 TECHNOLOGY DRIVE °"' �� ' • , j7? r'f .��` N. VRrv(CE FL 84275 PANEL TYPES d°%1 dt" Revd Br. Date: Revlstm (941)480-1600 REGISTRAT►oN #29296 rme SERIES 670 ALUM. SGD - NON -IMPACT JR 03/26/20 NO CHANGES THIS SHEET. 0. °i ^"� RB14 A. LYNN MILLER, P.E. Dra�nsy as A 02/ .' ® SGD-670 NT$ 17 d 22 PGTO128 � P.E.# 58705 ASSEMBLY DETAILS FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 30OR61 #10 X 3/4". SMS, X 3 6" LONG MIDSPAN EXTEF G FULL LENGTH OF JAMB �--- E G1 2—TRACK JAMB 105 6" LONG CLIP #105 @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR FULL LENGTH E G2 123 OF JAMB 2-TRACK JAMB CLIP #80 OR #105 W/RETAINER #123 (SHOWN WITH FIXED PANEL TO 60 OR 61 THE EXTERIOR) J—(,EXTERIOR SHOWN WITH ffi2-TRACKW/SCREEN OPT. SCREENFRAME HEAD TRACK EXTERI E 2-TRACK W/SCREEN FRAME SILL * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. JR I 03/26/20 I D I NO CHANGES THIS SHEET. I-Drmn er. Dore cxd BA Date: 02&0/14 MOR6 ,I —(,EXTERIOR EXT ,(,EXTERIOR G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) E G4 2-TRACK JAMB W/ SCREEN E 3-TRACK B FRAME HEAD EXT E 3-TRACK E FRAME SILL MOR61 SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP EXTERIOR 3-TRACK JAMB 3-TRACK JAMB @(SHOWN WITH H2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO THE EXTERIOR) SFRAME 4-TRACK HEAD E 4-TRACK F FRAME SILL IDEXTERIOR 4-TRACK JAMB 4-TRACK JAMB E (SHOWN WITH e,E2 (SHOWN WITH FIXED PANEL TO OPERABLE PANEL) THE INTERIOR) MAX. UNIT HEIGHT PER TABLES 1-3 )N. VENIC; FL 4275 VERTICAL SECTION DETAILS (941)480.1600 Txw REG1Srn47701V #29296 SERIES 670 ALUM. SGD - NON -IMPACT swfeaftd* J'NTS 1'18 I"'PGTO128 aerSGD-67o - 22 D z�✓�� w 4.41 •. �T��rs._ fij A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS P-HOOK FOR FLAT SILLS j (EXT. OR INT. MOUNT) eP-HOOK FOR BOX SILLS EXT. MOUNT ONLY 4 INTERIOR STANDARD ASTRAGAL #67 HEAVY-DUTY ASTRAGAL #68 90' OUTSIDE L1 WITH STANDARD STILES #60 2 WITH HEAVY-DUTY STILES #61 N1 2-TRACK SHOWN CORNER N2 2-TRACK SHOWN 900 INSIDE ER 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) INTERIOR 5 — ' I 11 7 1350 14 5 61 32 103 EXTERIOR 11 5 7 e135' INSIDE CORNER 02 2-TRACK SHOWN e1350 OUTSIDE CORNER 01 2-TRACK SHOWN K ,1 4 INTERIOR INTERIOR 1070TECHNOLOGYDRWE ° D"` N VENICE FL 34275 HORIZONTAL SECTION DETAILS, CORNERS (941) 480-1600 sd W. DOW Rev&cns REGISTRATION #29296 SERIES 670 ALUM. SGD — NON —IMPACT JR 03126120 D NO CHANGES THIS SHEET. serbs%fodat w R: wn a zol�4 Checftd - DWr ® SGD470 NTS 19 a 22 PGTO128 D R % INTERLOCK * ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. i i F f�� Z i�4 ,.✓� No, �j P, 7 .d �',a•' �:t�ia� tea= `$%-� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Item # PGT Dwg. # PGT #7- Description 1 17306 617306 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 - LOCKS11LE 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. TABLE 5: Material Min. Fy Min. F. #12 Steel Screw 92 ksi 120 ksi #12 18-8 Screw 60 ksi 95 ksi #12 410 Screw 90 ksi 110 ksi 1/4" DeWalt/Elco Aggre-Gator® 57 ksi 96 ksi 1/4" Elco UltraCon® 155 ksi 177 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 1/4" 410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 03126120 1 D I ADDED BACKBEDDING & MATERIAL PROP. TABLE Item # PGT Dwg. # PGT # Description 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE - A65" 52 1694 61694 SCREEN SPLINE - A50" 53 61816C20 SCREEN CLOTH 54 1725 1/2" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 55 1726 1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN ONSIDE INTERLOCK) 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 MOLDED) 71 1695 71695 1-1/2" X1" X3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST, STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-791, 899, 983, 995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #10-32 X 1" FL SS SCREW Wl 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 I FIXED PANEL CUP 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 1/2" X1/16" SGL. SIDE ADH. TAPE, POLYETH, 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 j 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CUP - 6" LONG 106 17352 617352 FIXED PANEL RETAINER - 9/16" 107 1739 71739 HANDLE KIT - INTERIOR RAISED WITH THUMB TURN, USED WITH #75 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE, USED WITH #75 109 1731 78162SN HANDLE KIT - RECESSED INT. WITH THUMB TURN, USED WITH #75 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL, USED WITH 975 111 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 71 OX115PPX #10 X 1-1/2" 115 710XPPT #10 X 1" 116 720Xl X #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 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FIXED PANEL RETAINER, 7/8" 770 TECHNOLOGYDRIVE N. VENICE, FL 34275 (941) 480.1600 REGISTRATI0N#29296 PARTS LIST SERIES 670ALUM. SGD - NON -IMPACT NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 81, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. SGD-670 I NTS 1 20 , 22 ( PGTO128 I D S��;I,ltfl/r LY N/�'//// .' N0. 58705 5'TA� '// f (DNAL A. LYNN MILLER, P.E. P.E.# 58705 1" O)1-1 KAUK HLAU (6063-T6 AL) 0.081" —' O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 0.081" —I O3 3-TRACK HEAD (6063-T6 AL) 9.142" 0.081" —I O4-TRACK HEAD (6063-T6 AL) —m-1 1.514" —•— 1.260" ®-- 0.060" Os FRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 03126120 1 D I NO CHANGES THIS SHEET JR 102120114 0.062" 0.532" 1.516" FRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 10 4-TRACK SILL (6063-T6 AL) O9 3-TRACK SILL (6063-T6 AL) O2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) O7 2-TRACK SILL (6063-T6 AL) � —•�-I� 0.060" 0.760"" — "1.990. FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1070 TECHNOLOGYDRIVE N. VENIM FL U275 (941) 480-1600 REG►STRATION #529296 15" 15" 15" 15" 0.( 5 S2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 1.36" 0.081" 7.105" 16 3-TRACK JAMB (6063-T6 AL) x 14 2-TRACK JAMB (6063-T6 AL) 17 4-TRACK JAMB (6063-T6 AL) SERIES 670 ALUM. SGD - NON -IMPACT SeditWAod* spa she.r a wc. SGD-67o NTS 21 of 22 PGT0128 Q 7 1.872" 5 0.062" 1.019" SCREEN 4o STILE (6063-T6 AL) —►j 1-�-- 1.045" � I 1.993" 0.062" SCREEN 45 TOP RAIL (6063-T6 AL) iI I I— 0.875" 1.993" 0.062" SCREEN 48 BOTTOM RAIL (6063-T6 AL) \ Oklllitf/, o E r y € o 87105 � C) STATE OF ( ; ORI OA14aL V— flltili4��t' A. LYNN MILLER, P.E. P.E.# 58705 0.718" 0.062" 0.264" OFRAME O SCREW COVER (6063-T6 AL) 155" $e 0.83" 3.802" 0.752" --j 0.574" 0.080" O0.075" 11 SILL 26 P-HOOK (6063-T6 AL) TRACK OP HOO 6 AL) 2.30" 2.304" 0.796" 0,062" SP-HOOK MOUNTING 28 ADAPTOR (6063-T6 AL) 3.802" �-j 0.752" -�-� "r 0.885" 1.163"� T 1 0.233" 10.062" 29 P- OORK SCREW 0.080" B30 P-HOOK FOR BOX RISER COVE(6063-T6 AL) (6063-T6 AL) 4" l 1 1.739" 0.830" t 0.062" -' 1.600 L- 1.974"-J 1.600 0.062" 1.303" if '080" 0" 1.888" 0.325" 016 -►1 2.44" 3.125" I �-- 3.125" 0 1 0.062" 31 135° CORNER 32 135° FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE INTERLOCK INTERLOCK 62 O (6063-T6 AL) O (6063-T6 AL) O (6063-T6 AL) O (6063-T6 AL) O65ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 67 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0.050 105 FIXED PANEL CLIP (6063-T6 AL) 550" --h - � 0.709" 0.080" FIXED PANEL 106 RETAINER, 9/16" (6063-T6 AL) 5" 0.080" � 0.709" -I 0.863 L 6s HEAVY DUTY ASTRAGAL (6063-T6 AL) FIXED PANEL 123 RETAINER, 7/8" (6063-T6 AL) 2J 118 90° INSIDE/OUTSIDE CORNER RECEIVER (6063-T6 AL) 5" 1."! BO" 14" 69 TOP/BOTTOM RAIL (6063-T6 AL) 1.050" 1.050" 289"HI 611" .045" �-•- GLAZING 80 7/16" GLAZING 79 BEAD (I.G.) BEAD, FIXED (6063-T6 AL) PANEL CLIP (6063-T6 AL) 119 900 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 1d 1.050" 849" 1.045" -i-II- �$ 3/16" & 1/4" GLAZING BEAD (6063-T6 AL) 120 900 INSIDE CORNER ASTRAGAL (6063-T6 AL) 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 EXTRUSIONS (841) 480-16,00Tmw gd � Datu. Revbbm, REGISTRATlO1V #29296Fffs SERIES 670 ALUM. SGD - NON -IMPACT R 03/26/20 D NO CHANGES THIS SHEET. Dem: Cede . Dam sw s S�eet 1 J JR 0=0114 s�D-s7o NTS 22 22 PGT0128 D Y No.58705 >° Y A. LYN' h � LL��, P.E. P.E.# 58705