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HomeMy WebLinkAboutAPPROVED SGD670NOA MIAMI•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 I. Chanda, P.E. MIAMI•DADE COUNTY , C« L y �� 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 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 11/22/19, signed and sealed by Lynn Miller, P.E. B. TESTS / 1. None. L 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. 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. B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 711 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. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. 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 SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS TABLE A: Min DOOR INCLUDING POCKETS & 900/1350 CORNERSAncho Group Anchor Type Frame Substrate Min. Edge Min. O.C. Embedment or Grou Member Distance Distance Metal Thickness GENERAL NOTES #12 18-8 SMS or Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET&GLAZING DETAILS ON SHEETS 4 &5. #12 410 SS SMS All 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) (min. of 3 threads A36 Steel 3/8" 9/16" 0.050" 2) DESIGN PRESSURES: A beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete (min.2.22 ksi) 1-1/2" 3" 1-3/8" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4" De-Gatorg Jamb/P-hook Filled Block (ASTM C 90 2" 3" 2" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. Aggre-Gator® Jamb/All hook Hollow Block(ASTM 0.55 2" 3" 1-1/8" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS #12 Steel SMS (Gr. 5) Southern Pine (SG= 0.55) 9/16" 7/8' 1-3/8" PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO B (min. of 3 threads All 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE beyond metal substrate) A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" 1/4" Elco UltraCon® Jamb/P-hook Hollow Block (ASTM C90) 1" 6" 1-1l4" 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Head/Sill Concrete (min. 3 ksi) 1-5/16" 4" 1-3/8" C 1/4" DeWalt Jamb/P-hook Concrete (min. 3 ksi) 1" 4" 1-3/8" 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH UltraCon®+ Jamb/P-hook Hollow Block(ASTM C90) 1" W 1-1/4" NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF All Southern Pine (SG= 0.55) 1" 1" 1-3/8" INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" 1/4" Elco UltraConO Jamb/P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4" AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN D Head/Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" MANUAL. 1/4" 410 SS Jamb/P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" DeWalt/Elco Jamb/ P-hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CreteFlex® All Southern Pine (SG = 0.55) 1" 1" 1-3/8" CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 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, 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. CURRENT FLORIDA BUILDING CODE, AS 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. 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 ANCHOR NOTES TABLE B, SEE DETAILS ON SHEETS 4 &5: 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE Glass ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Type Description(Listed from Exterior to Interior) EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. G1 3/16"TEMPERED GLASS 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. G1A 1/4"TEMPERED GLASS 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY G2 1" I.G.: 3/16"TEMPERED GLASS +5/8"AIRSPACE +3/16"TEMPERED GLASS SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO G2A 1" I.G.: 1/4"TEMPERED GLASS + 112"AIRSPACE+ 1/4"TEMPERED GLASS 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 GENERAL NOTES............. 1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE IMPACT RATING DESIGN PRESSURE RATING EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL. ) NOT RATED FOR MISSILE SEE TABLES 1,2&3 ON .......GLAZING DETAILS..... 4,5 4 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS IMPACT RESISTANCE SHEETS 6,7&8 ANCHORAGE.....................6-14 PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY DESIGN PRESSURES.......6-8 HAVING JURISDICTION. INSTALL DETAILS..............12-14 �' r ' e 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT �` ® Ir. 1. "ell ELEVATIONS..................... 15,16 �` �e �/ CODES/STANDARDS USED: REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX. 1/4"THICK&3400 � '� •.�'�VtCENSF PANEL/SILL TYPES PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE �'�•' • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION CROSS SECTIONS............18,19 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO No. 5$705 • 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST........................ 20 SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION EXTRUSIONS.................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE • ALUMINUM DESIGN MANUAL,ADM-2015 AUTHORITY HAVING JURISDICTION. (/t • AISI S100-16 %�0 S TE 0 • AISC 360-16 1070TECHNOLOGYDRIVE i,� F� N.VENICE,FL 34275 GENERAL NOTES AND MAP (941)4e0-1600 Rend Br. ReNskm REGIS7RATION#29296 SERIES 670ALUM. SGD—NON—IMPACT '�S/0t�NA1_ JR 03126120 0 UPDATED TO FBC 2020,ANCHOR TYPE TABLE sed de scnte: street DM** ft, Rev: A.Lwf UI�LER,P.E. t „ey �re cam`' ° ® SGD-670 NTS 1 of 22 PGTO128 D P.E.#58705 JR OZ/20/14 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 1 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 1 Q HEIGHT 19 14 14 1 Q I W W 1 W ti i "X"= OPERABLE PANEL, PER TABLES 1-3 I Y Q ti PER TABLES 1-3 I Y I o a w 1 o a w "O"= INOPERABLE PANEL, l CL " "= POCKET POCKET I POCKET p F—DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL J w 2-PANEL f W"c"=CONCRETE INSTALLATION CONFIGURATIONS \-12AlV CONFIGURATIONS 1w 13 SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH-7" NOM. PANEL WIDTH Aw Ac w Br. NOM. PANEL WIDTH Aw A c w C DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PER TABLES 1-3 12 13 1 13 PER TABLES 1-3 12 13 12 13 12 13 PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" I w Gc 19 19 Jw Jc I Q 1w 13 19 19 19 14 14 1 13 19 19 14 14 Iwow w c 19 19 19 c Iw0E w c Kc I Q C) MAX. UNIT 1 13 14 14 12 242 MAX UNIT 12 13 14 14 1�a� HEIGHT I 1�a� 19 19 IWww PER 12 13 19 19 19 IWww PER TABLES 1-3 I ti TABLES 1-3 I c a w W POCKET I a vWi � � � � POCKET If 3-PANEL CONFIGURATIONS w w Ec 4-PANEL CONFIGURATIONS w c w c w F 1 13 12 13 1 13 1 13 12 13 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w c w C NOM. PANEL WIDTH Aw Ac 1 13 PER TABLES 1-3 1 13 12 13 12 13 PER TABLES 1-3 c 1 13 I Cw Gw Gc Jw Jc I 1 1 13 1 13 19 19 19 19 14 14 1 Q 19 1w 13 19 19 W199 19 14 14 I o w c A n- if w c MAX. UNIT 19 z SEE MAX. UNIT Ic 1 j as o HEIGHT O1 0 NOTE HEIGHT 1 13 19 19 19 / I ¢a PER / 19 2,THIS PER TABLES 1-3 i Q ti TABLES 1-3 O SHEET. 1\!k r EL � POCKET 1 cn EXTERIOR S 1 13 ti a�,• vtiCEtJS '•� i� --r\�---� 1w 13 = No, 58705 5-PANEL CONFIGURATIONS w c w E� W Fc CORNER, TYP. w F — 12 13 12 13 12 13 1 13 — (OUTSIDE CORNER SHOWN, - -0 '. INSIDE CORNER SIMILAR) ; � Dom: : ,� ATE 1070 TECHNOLOGYDRIVE d �` '(C pI c' a N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS �. ks :. N. (941)480-1600 Towd , dd ON L R Br. DOW Revf&WW REGIS7RATION#29296 SERIES 670 ALUM. SGD-NON-IMPACT �'''1!!1111 0`�1 JR 03126120 0 NO CHANGES THIS SHEET. W. �. t ® � sr,�: M �°" A.LYNN MILLER,P.E. Dimm JR 02120114 SGD-670 NTS 2 22 PGT0128 P.E.#58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX. TESTED UNIT WIDTH = 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96" HEIGHT ) POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120" HEIGHT LOCATIONS USING DETAIL"Jw", "Jc", "Kw"OR"Kc" INSTALLATION. NOM. PANEL WIDTH Aw Ac w c w c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE 1 13 12 13 12 13 PER TABLES 1-3 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -- —���---j CAN BE OXXXp. 1w 13 19 19 19 19 19 14 14 I - 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION MAX. UNIT 1w 13 19 19 19 19 19 14 14 j q a o OF ANY 2 STRAIGHT CONFIGURATIONS. Ic HEIGHT, 1 2 13 19 19 19 19 19 I ti 96"OR 120" / / / / / i 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. V Q ti I°a a w "X"= OPERABLE PANEL, POCKET i 'cuo "O"= INOPERABLE PANEL, _P��___� "p"= POCKET 6-PANEL CONFIGURATIONS w c c w Fc 12 13 12 13 1 13 'DETAIL LETTER MAX. UNIT WIDTH x w =WOOD OR METAL INSTALLATION "c"= CONCRETE INSTALLATION NOM. PANEL WIDTH 12 s 1w 13 1w 3 SHEET NUMBER PER TABLES 1-3 w c Jw Jc I DLO WIDTH = NOM. PANEL WIDTH-7" 1 13 1t i f t i t 14 14 I Q DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" MAX. UNIT 2 13 14 14 j o 4 o PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" Iz HEIGHT 1 13 I K� PER TABLES 1-3 i Q Iaaw / POCKET cwia 7-PANEL CONFIGURATIONS c w c w F 1 13 1 13 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w c Cw Cc PER TABLES 1-3 12 13 12 13 12 13 I w Gc Jw Jc 1 1 13 19 19 19 19 19 19 19 14 1 I Q c MAX. UNIT 1w 13 19 19 19 19 19 19 19 14 14 0 HEIGHT 12 13 19 19 19 19 19 19 19 I ti PER TABLES 1-3 / / / ` / / / � i Y Q ir- POCKET 1 `o 8-PANEL CONFIGURATIONS 1 13 1 13 12 13 = No. 58705 O® T ,fit✓ 1070 TECHNOLOGY DRIVE r F N.VENICE,FL M275 EXAMPLE CONFIGURATIONS - `y , (941)480-1600 Tax Rend By Dare: ReybWra REG1sTRanoN 292ss SERIES 670ALUM. SGD-NON-IMPACT �`'� `0 l JR 03/26/20 D NO CHANGES THIS SHEET. ii Drm"Sr 0o: M-ked . Date. ® seda�wdat smb: siroar orroa9�glPo. Rev: A.LYNI�1 fvIILL9,P.E. JR 02120/14 SAD-670 NTS 3 of 22 PGTO128 D P.E.#58705 GLAZING DETAILS (G1 & G1A) 3/16" T GLASS 74 EXTERIOR 82 a 3/4" NOM. GLASS 78 BITE EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4"T GLASS 74 EXTERIOR 82 a 3/4" NOM. GLASS BITE 78 54 d i 1/4" TEMPERED GLASS, TYPE G1A 4r�J'At r OCEHS 1� No. a8705 1070 G OG D a g1— GLAZING NOTES: 7E HNOL r RIVE ° "° VSFA�T�EO "T"=TEMPERED N.VENICE,FL 34275 GLAZING DETAILS '> � of C �,• � e� (941)460.1600 nee. Revsd Br. Date Reams: REGISM7701N#29M SERIES 670 ALUM. SGD-NON-IMPACT `fr;!0NAL • ti`��' JR 03126120 D NO CHANGES THIS SHEET. s„ I'NTSI'4 I"'PGTO128 A.Ll/f�tll I L R,P.E. aaand ey Data- pecked veb: JR 02120114 SGD-670 22 D P.E.#58705 GLAZING DETAILS (G2 & G2A) SILICONE HOT-MELT BUTYL STRUCTURAL 1" NOM. SILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. POLYISOBUTYLENE WITH 3/16"T GLASS WITH DESICCANT DESICCANT 5/8"AIR SPACE EXT.GLASS EXT.GLASS 3/16"T GLASS 74 EXTERIOR INT. GLASS INT.GLASS 83 124-127 3/4" NOM. ,24 KODISPACE ,25 SUPER O TM GLASS 4SG TPS SPACER NXT BITE 79 55 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA 1" I.G. GLASS, TYPE G2 BUTYLENE 5/16"NOM. 5/16"NOM. SEAL BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS 1" NOM. EXT.GLASS 1/4"T GLASS INT.GLASS INT. GLASS 1/2"AIR SPACE \ A\ 1/4"T GLASS ,26 DURASEALO 127 XL EDGETM 74 0 EXTERIORSPACER SPACER /� Jj 83 124-127 _ 3/4" NOM. Part# Description fVtaterial GLASS 124 Kommeding 4SG TPS Spacer System BITE See this 125 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for if 126 Quanex Duraseal Materials 79 127 Cardinal XL Edge Spacer 55 REFERENCE TEST REPORTS: FTL-8717,8968&8970 ,e Y q' e ��� I.G. GLASS, TYPE G2A E 1n � <a- No. 51370Jr' s 0 GLAZING NOTES: 10707ECHYOLOGYDRIVE ° ��,�' ITAPTE � 40 "T"=TEMPERED N.VENIC�FL 34275 GLAZING DETAILS a11 (941)4804600 ✓e Or ... �y�� Rend By: � Ravk1orm REGISTRA77ON09296 SERIES 670ALUM. SGD-NON-IMPACT e''� f /AL JR 03126120 D NO CHANGES THIS SHEET. j t t orarmey oars r oam: ® Sarba t dit s sr oa rs ' A.LS IqW d 111100A,P.E. JR 0?J20114 SGD-670 NTS Jr' of 22 PGTO128 D P.E.#58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max. (+)DP For comer astragal anchorage on 900 or 1350 corner units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH the Stile/Astragal types shown below. 80" 84 90" 96" (+)Design yp 69-718"DLO 73-71 "DLO 79- /8" DLO 85-7/8"DLO (Flat or Box, see F- Positive(+)DP may be limited by Pressure, psf 2 Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17) Table 1A. OH LENGTH � A I B I C I D A I B IC D A I B I C I D A u1 B C D Flush-1-1/2" see note 3 OH RATIO= OH HEIGHT = OI OH RATIO>_ 1 Design Pressure +90.0/-127A +90.01-120 +90.0/-110.8 +90.0/-1029 Low-2-1/2" +46.67 = 24" 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4" + 60.0 O 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 1 7+8 1 7+8 7+8 High-4" + 90.0 Design Pressure +90.01-106.3 +90.01-100.2 +K0/-92.2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3 „ 23" Head/Sill G4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 G4+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+$ 1 7+8 1 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 NOTES: Design Pressure +90.0/-92.9 +87.3/-87.3 +80.01-80 +73.8/-73.8 „ 29" Head/Sill G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 G4+1 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. = DLO Jamb 10 8 8 8 10 T 8 8 1 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 1 6+7 7+g 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 2)WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE Design Pressure +83.7/ 83.7 +78.41-78.4 +71.6/-71.6 +65.8/ 65.8 3-1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, POSITIVE 42„ 35" Head/Sill C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. n- DLO Jamb 10 8 8 8 10 8 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+g 7+g 7+8 7+8 7+8 7+$ 7+8 7+8 E Deso n Pressure +77.1/-7T 1 +720/-72 +65.5/-65.5 +W0/-60 3)4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS 41" Head/Sill C4+2 C4+2 C4+2 C472 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 G4+2 G4+2 THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT 48 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 REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Design Pressure +7251-72.5 +67.41-6T4 +61.0/-61 +54.7/-54.7 BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER 54„ 47" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 G4+2 C4+2 G4+2 C4+2 G4+2 C4+2 C4+2 C4+2 INFILTRATION. DLO Jamb 10 1 8 8 8 10 8 8 8 10 1 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 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Resign Pressure +69.1!-59.1 +64.0/-64 +57.817.6 +50.6/ 50.6 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT 60 53" Head/Sill C4+3 C4+3 C4+2 G4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 I C4+2 C4+2 G4+2 C4+2 C4+2 (4+2 INFORMATION. DLO Jamb 10 s 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 1 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED. DLO WIDTH = NOM. PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" 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 Inside Outside Corner Corner Inside Inside Corner Corner Outs;T ide Corner Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) �CEN Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31&#32 Part#61 Part#67(Astragal) Part#120(In.) Receiver) (Corn.&Fxd Mount) 4 No. 53705 .2-Z 1070 TEGHNOLOGYDRIVE ' ® : 7T "'- s �� N.VENICE,FL 34275 DP AND ANCHORAGE (941)480.1600 MWr r M Rend Sr. Deb: Re REGIS7R4770N#29296 SERIES 670 ALUM. SGD-NON-IMPACT f- °' � JR 03126120 D NO CHANGES THIS SHEET. affix- ® serimmodst scalm SheeL ram. RM A.LYNN MILLER,P.E. JR 02120114 SGD-670 NTS 1 6 or 22 PGTO128 0 P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max. (+) DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and Door Unit Height 80" 84" 90" 96" 102" 108" 114" 120" Sill Riser Height the Stile/Astragal types shown 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 (+)Design below. Positive(+)DP may be (Flat or Box, See limited by Table 2A. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17) Pressure, psf A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C 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 Flush -1-1/2" see note 3 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 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 LOW-2-1/2" + 46.67 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 1 1 10 10 10 10 10 10 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 Medium-3-1/4" + 60.0 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 High-4" + 90.0 30" 23 Head/Sill C5+2 C5+2 C5+1 CS+1EC5+2C5+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 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 SEE NOTES 1-3 DLO Jamb 12 10 8 8 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0/-123.9 -116.4 +90,0/-106.7 +90.0/-98.5 +90.0/-91.4 +85.3/-85.3 +80.0/-80.0 +75.31-75.3 36" 29" 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+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+1DLO Jamb 12 10 8 8 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+g 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 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 +81.3 l-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 IL 42 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+g s+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 +90.0/-96.0 +8T 3/-87.3 +80.0/-80.0 +73.8/-73.8 +66.61-68.6 +64.01-64.0 +60,0/-60.0 48" 41" Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 CS+2 CS+2 CS+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 DLO WIDTH = 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 1 10 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 s+g 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 NOM. PANEL WIDTH-7" Design Pressure +83.01-83.0 +77.21-77.2 +69.81-69.6 +63.8/-63.8 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 HEIGHT= DLO Jamb 10 8 8 8 10 s 8 s 10 8 8 8 10 1 8 8 8 DOOR UNIT HEIGHT-10.125" 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 Design Pressure +79.2/-79.2 +73.31-73.3 +66.01-66.0 +60.01-60.0 Not available in these sizes 53" 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 PANEL HEIGHT= so" DLO Jamb 10 8 s 8 10 a 1 $ 1 s 1 10 1 s 1 s s 1 10 1 a 1 a 1 8 DOOR UNIT HEIGHT- 1,866" P-hook 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 FOLLOWING 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 Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 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 Inside g Outside Corner Outside Corner Corner Inside Inside Corner Corner Outside Corner Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) 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 PRES. UNCHANGED). SEE TABLE 2A. OH LENGTH �-®- 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 LD �a`I, f ,J PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = 00 OH RATIO >_ 1 '°°�1c/i ' WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. ._ No. 5,9705 � 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH = 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH RATIO= OH HEIGHT SEE NOTE 3 _ 1070 TECNNOLOGYDR/VE mar '. T �•' 4./ N.VENICE,FL 34275 TE 4 DPAND ANCHORAGE ir. l .. ' (sa1)480-I600 , , , RevW Daft Ravka mw REGIS7RA77DN#29M SERIES 670 ALUM. SGD-NON-IMPACT f�',�°� NAL JR 03126120 D NO CHANGES THIS SHEET. s� sI"PGTO12; R,M / may auW Chedwd � ® A.L Nh1 MILL LW P.E. JR 02120114 SGD-670 NTJ� 7 22 !fl P.E.#58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max. (+)DP For comer astragal anchorage on 90'or 135'comer units, see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and 80" 84" 90" 96" )Design Door Unit Height Sill Riser Height + OH LENGTH ( the Stile/Astragal types shown (Flat or Box, see I- 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO Pressure, psf = below. Positive(+)DP may be Sheet 17) limited b Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type O y A B C D A B C D A B C D A B C D Flush-1-1/2" see note 3 = OI OH RATIO >_ 1 Design Pressure + - + - + - + - Low-2-1/2" +46.67 = 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 Medium-3-1/4" + 60.0 O 24 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 High-4" + 90.0 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 SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128 30" 23 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 OH LENGTH DLO Jamb 14 1 12 1 8 1 8 14 12 1 8 8 14 12 1 8 152FC6 12 8 8 OH RATIO= P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 10 9+10 9+10 OH HEIGHT NOTES: Design Pressure +90.0/-139.4 +90.0/-130.9 +90.01-120 .01-110.8 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 36" 29 Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 +2 C5+2 C5+2 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 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 10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN Design Pressure +90.01-125.5 +90.01-117.6 +90.01-107.30.01-98.7 USING THE 3-1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" m 35" Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 +2 C5+2 C5+2 SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). 0 42 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 AM9+1019+10 8 8 SEE TABLE 3A. 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 o Design Pressure +90.0/-115.7 +g0.o/-108 +g0.0/-98.2 +90.0/-90 3)4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION z 48„ 41" Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 1 8 8 RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN 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 1 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831-83 +77.21-77.2 +69.81-69.8 +62.61-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 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 54" DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 g g 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 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-66 +58/-58 53" 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+2EMBEDMENT INFORMATION. 60" DLO 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+s 7+8 7+8 7+8 7+8 7+87+8 7+$ 7+s 7+8 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL DLO WIDTH = NOM. PANEL WIDTH -7" QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, 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 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 Outside Corner Corner E I!C77� Insides ' <.I I VAe ' Corner Outside ° ° '•"r/PIX Inside Corner Corner Part#61(Stile) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#61(Stile) Part#61 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 = {' 58705 Part#68(Astragal) Part#120(In.) s — Receiver) (Corn.&Fxd Mount) VATE � ;Q� 1070TEGHNOLOGYDRIVE °e 0" of f hCC4iC3$ N.►Ev cE F.34275 DP AND ANCHORAGE (941)480-1600 ,ma �� /O AL Revsd Br. oatm ReNsbw REGISTRATION#29296 SERIES 670 ALUM. SGD-NON-IMPACT JR 03/26/20 D NO CHANGES THIS SHEET. ��, Dab, two Dole, ® sue: s °left i Rev: A.LYNN MILLER,P.E. JR 02/20/14 SGD-670 NTS 8 a 22 PGTO128 D P.E.#58705 NO FRAME "8+9° P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (8) P-HOOK ANCHORS,REQUIRED MAX. UNIT WIDTH DETAILS, SHEET 10 RE UID SEE C5 CLUSTER SEE"C5"CLUSTER DETAILS, SPLICE @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2, SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK „ THIS '. POCKETS AND INTERLOCK 42" NOM. CLUSTER, SEE 24 MAX. O.C. SHEET SEE POCKET 9 P-HOOK PANEL WIDTH DETAILS, SHEET 11 x x }, r ( ) r------- — x x x x x x x 6"MAX. JAMB MOUNTING i _ x x x x x x x x INSTALLATION, ADAPTER I 6 MAX. ( x x x x x x x xx x x x x x� THIS SHEET ANCHORS MIDWAY 1 ' a I O 3' MAX. & SHEET 14 BETWEEN P-HOOK i I ( I 4 PAIRS OF ANCHORS &AT 3" i i I lot x= FRAME x ANCHORS f ..': FROM TOP& i w 1 r4" ,• 0 � cfl ANCHORS 96" x (TOTAL 8 BOTTOM o MAX. O.C. I I I ( o UNIT 21 MAX. ANCHORS) 14"MAX.O.C. 0 HEIGHT O.C. PER JAMB 4.051" ' 8" MAX. TO OPENING I oI i W lo;—� O ®= P-HOOK x (SEE JAMB EDGE OF POCKET SEE a a ®� ( �r ANCHORS x INSTALLATION DETAIL DETAILS 'Jc' &'Kc', i m� '®' I o m o= P-HOOK BELOW) END PANEL SHEET 14 &PART w a I®I I ( %U MOUNTING ANCHORAGE DETAILS 'J'&'K', i 16� 1 1 too 3"MAX. ADAPTER x x 24 MAX. (2 ANCHORS) SHEET 19 FOR i ° ANCHORS O.C. L__ 6"MAX. x x P-HOOK +2" ----- x " _ x x x x END PANEL ANCHORAGE ANCHORS x, x x x x x x x x ` END PANEL x x x x x x x x x x 6"MAX. ANCHORAGE(SEE ANCHORAGE ✓ x ' x x x x x ' SKETCH BELOW) (SEE SKETCH BELOW) „ CENTERLINE 8"MAX.,TYP. +2" +2' +2" ANCHORAGE 10 ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER-pXX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. �42"x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 1 APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE ONLY): ANCHORS MAY BE ADDED I ) DISTANCE TO NEXT AS NEEDED TO ALIGN THE f 2)ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE 4.2" I LCENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 2a' O.C.OR LESS 2111 —� OCCURS AT THE P-HOOK. NOM. • % INTERLOCK HEAD&SILL: 8" MAX. FROM FRAME CORNERS. USE I MAX PANEL - SEE"C5"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, O.C. WIDTH DETAILS, SHEET 10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT CENTERLINE OF END PANEL AND CORNER ASTRAGAL LOCATION, PLUS ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY FOR INTERLOCK SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 5.64" LV—.9 y "+2"ANCHORAGE CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ANCHORS PER PANEL. ADDITIONAL ANCHORS 24 REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3.5" O.C. MAXIMUM. 6" MAX. CENTERLINE JAMBS& P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX.ANCHOR f2-TRACK OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. "+2"ANCHORAGE ANCHOR PAIR - REQUIRES SEE"C5"CLUSTER END PANEL "C6"CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE • l DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL �OASTRAGAL (2 ANCHORS) 8" ' MAX ; ® 4.051" I 3.5" .I • • • • • ,� . ...:... x, � r -- • • NO. c,3705 EXTERIOR �j CENTERLINE "+2"ANCHORAGE CENTERLINE +2"ANCHORAGE CENTERLINE OF PANEL 3 OF PANEL 4 OF PANEL 5 w SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS t -a� 1070 TECHNOLOGY DRIVE ° 0"' �{A t ,, E e N.VENICE,FL 34275ff ANCHORAGE SPACING& EXAMPLE PLANS � i D ` , Renday oam R°wstons (941)480 1600nm 1/r �' I ,`� JR 03/26/20 Q NO CHANGES THIS SHEET REGISTRATIONA2921SERIES 670 ALUM. SGD-NON IMPACT g s f` '9 1 `4 D gee�ed A.LYNN MILLER,P.E. JR 02&0/14 SGD-670 NTS 9 of 22 PGTO128 0 P.E.#58705 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04" INTERLOCK-4—IF NEEDED INTERLOCK---I CONDITION, USE INTERLOCK-ff'FIF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINEt—l3.5" 1.75 EXTERIOR 6" DIAG. 7" 7" 1.75" 3.5" 2111 P; 4" DIAG. "DIAG. MAX. O.C. 1 EXTERIOR 2.04" 2.04" 2.04" i 21" IN w 1I 5.64" MAX- EXTERIOR 3'511 7 EXTERIOR 4" DIAG. 7„ EXTERIOR 7" 3.5fl O.C. j III lu 2-TRACK FRAME HEAD/SILL 7 6 MAX. 2-TRACK FRAME HEAD/SILL � 2-TRACK FRAME HEAD/SILL H 5.64" (a)-ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK aC�ASTRAGAL OR INTERLOCK —2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") 6 MAX. ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6" DIAG. FRAME JAMB INTERLOCK� —-IF NEEDED INTERLOCK CONDITION, USE INTERLOCK�IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE 2.04 —' 3.5" 13.5" 7" 3.5" ANCHORS MAY BE INSTALLED 0 I 21" EITHER IN THE EXT. OR INT. 2.04" 4" DIAG. MAX. TRACK(INT. SHOWN) 4 4.08 4.08 O.C. 2.04" NOTES: 5.64" 1.ALL DIMENSIONS SHOWN EXTERIOR 7„ EXTERIOR 7 4" DIAG. EXTERIOR ARE BASEDON MIN. �1, �n � �f�L, 3.5" v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL 6 M 2. FOR HEAD OR SILL SPLICE @_ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK � LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER r 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR (FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR CONDITIONS ONLY: INTERLOCK�IF NEEDED INTERLOCK I (FOR SPLICE INTERLOCK— CONDITION, DO NOT CENTERLINE CENTERLINE CONDITION, USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION I I 1.75" � "C6"CLUSTER DETAIL) IF NEEDED 3.5" 3.5" 3.5" 7"\ 3.5" 2.04" 4" DIAG. 2.04" 4" DIAG. 2.04" 2.04" 5.37" DIAG. f 4" DIAG. 4.08" 4" DIAG. I 2.04" �;{ttrt}�r� EXTERIOR EXTERIOR 7 EXTERIOR 3.5° a `nf 7113.5° 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL ;u7 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK @_ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK :' I'°a . 5,8705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH &WITHOUT SPLICE CONDITIONa G� . ,EC 1070 7ECHN0lOGY DRIVE "' Pam% • / N.VMVICE,FL M275 ANCHORAGE, EXAMPLE CLUSTERS (941)480-lsoo „w t st�..Revsd Sr. Date: ReNaMnr. NON-IMPACT o P�+� ' `� �� ••,°^� JR 03/26/20 D NO CHANGES THIS SHEET REGISTRA770N#2R296 SERIES 670 ALUM. SGD- #F�`� i I s Cheded Dam: ® snow N' �B`4 A.LYNN MILLER,P.E. JR OZ20/14 SGD-670 NTS 10 22 PGTO128 D P.E.#58705 2.04" 2.04"' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN VTF 7 ARE BASED ON MINIMUM 4" DIAG. 4" DIAG. 8.94" ALLOWED. 6.12"' 6.12" 3.5" 3.5" 2. DETAILS DEPICT ANCHOR INTERIOR ° o INTERIOR ° o 7" INTERIO ° INTERIOR ° QUANTITY AND SPACING, 90 3. 90 3. 1 EXTERIOR 1 AND WOULD BE IDENTICAL o EXTERIOR EXTERIOR ° 4" DIAG. ° 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ° ° ° ° "+1"ANCHOR 3.5" 4„ 3.5" 4„ 3.5„ 3 5„ 2.04' EXTERIOR 2.04" 711 2.04" EXTERIOR 4„ 2.04" 7" 4" EXTERIOR \� 8.94" 90° CORNER 90° CORNER 135° CORNER 135° CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OF PANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, " ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "M ANCHORS ARE REQUIRED, "C6") "+2"ANCHOR 4.08" INTERIOR 0 EXTERIOR INTERIOR 2.04" 4.08 "+1"ANCHOR 7„ 135° 4„ 4" DIAG. INTERIOR 3.5" INTERIOR 7.41" 3.5" g0° ° CENTERLINE OF PANEL 14\ EXTERIOR 3 I 3 5„ "+3"ANCHOR 4.08" 4,08" 7"'5.37" AG. 5.37" AG. ° A. a 2.04" CENTERLINE o 4" 3.5" 4 PANEL EXTERIOR43.5- OF7 EXTERIOR 7" 4„ INTERIOR ALL "+2"ANCHOR 7 3.5" 4 DIAG. 90° CORNER 135° CORNER EXTERIOR CENTERLINE OF PANEL VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED LINTERMEDIATE ANCHOR LAYOUT ° AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. ° INTERIOR 6.12" "� INTERIOR 2.04" 2.04" 6.12" 3.5" aboo EXTERIOR 5 88" CENTERLINE 0 o INTERIOR OF PANEL 4„ INTERIOR 3 5" 135° 2.04„ "+3"ANCHOR 7„ DIAG. 0 6.12" 4"DIAG. ° 6.12" 4.08" ° ° „ 7" EXTERIOR o 0 0 0 o 2.04 3.5" 41, �` stsl ;;t1t _ 4"DIAG. 3.5" 3.5" —®- I ,�• � �; �.��, EXTERIOR 7„ EXTERIOR 4 CENTERLINE 2.04" ° ° OF PANEL 90 CORNER 135 CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL F^ N0— 870 ("C8"ANCHOR CLUSTER REQUIRED ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) � ��0 � 1070 TECHNOLOGYDRiVE N.VENfCF-FL 34275 ANCHORAGE, EXAMPLE CLUSTERS (941)480-1600 f ✓ p' i Revad BY% Date: Revfekm 6 w�1 JR 03/2fi/20 � NO CHANGES THIS SHEET. REGfSTRAT10NtY29296 SERIES 670 ALUM SGD—NON-IMPACT /d 6 1 1 1 1 1 1(xrecired ® sa<t#odet scare: street DmwkVw Rev: A.LYNN MILLER,P.E. Dmmw. Doti?.JR 02120114 SGD-670 NTSI I a22 PGT0128 D 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 TABLE A SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE , SEE TABLE A, SHEET 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. MAX. F a MAX. SHOWN ARE BASED o SHIM EXTERIOR f SHIM EXTERIOR SHIM ON MIN.ALLOWED. r 2. METAL OR WOOD EMBEDMENT: T 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 &TABLE A, SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4, SHEET 1 &TABLE A, SHEET 1 NOTE 3, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD *DIAGONAL O.C. IS eMIN 4" (HEAD&SILL) Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION 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 WANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1 (1/4" MAX.) SHEET 1� H EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: SEE 2-1/16"* TABLE A, SHEET 1 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 TABLE A, SHEET 1 �I EDGE DISTANCE: , SHEET 1 &ANCHOR NOTE 4, 2X WOOD EDGE DISTANCE: 2X WOOD 0 SEE TABLE A, TYP., SEE ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 SHEET 1 2-1/16"* NOTE 3, SHEET 1 NOTE 3, SHEET 1 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 &TABLE A, SHEET 1 SEE ANCHOR NOTES L THREADS t,, r� &TABLE A, SHEET 1 1 BEYOND THE EXTERIOR EXTERIOR I EXTERIOR METAL 1/4" MAX. SHIM �— SUBSTRATE " 1/4" MAX. SHIM —•-��— ". 1/4"MAX. SHIM �-�— _ No. fir=:05 =' E 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION iw METAL INSTALLATION 1070 TECHnraoGYDRIVE ° ^ = ' 4 s �" F ' N.VENICF-a 34275 ANCHORAGE DETAILS (941)480-1600 � o Revad By. Data. Revidbim REG�srRanav#29296 SERIES 670ALUM. SGD-NON-IMPACT JR 03/26/20 © NO CHANGES THIS SHEET. r �Y, Drawn Br. Dare: cracked I pram. ® Se scmaIsta,82t ►te c A.LY41 IVINCER\P.�. JR 02/20H4 SGD6670 NTS 22 D P.E.#58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE TABLE A, SHEET 1 A, SHEET 1 2-1/16"* PER TABLE 2-1/16"* PER TABLE 2-1/16"* ON MIN.ALLOWED. A, SHEET 1 A, SHEET 1 1/4" *DIAGONAL O.C. IS EXTERIOR " •y .' .. MAX. MIN 411(HEAD&SILL) } 1 SHIM OR 6"(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/411 EXTERIO DETAILS, SHEETS SEE TABLE A, MAX. MAX. 10& 11. SHEET 1 SHIM a SHIM a PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES& 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 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX.) SHEET 1� SHEET 1 (1/4" MAX.) �.. :..,:.:y.. ;; I (1/4' MAX.) EXTERIOR tl EXTERIOR EXTERIOR ' S b."• 4 a 2-1/16"* CONCRETE 2-1/16"* 2-1/16"* PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 6 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL CONCRETE INSTALLATION Ec CONCRETE INSTALLATION 0 CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ale; EMBEDMENT: SEE TABLE A, SHEET 1 —� EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 TABLE A, SHEET 1 —� TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED A EDGE DISTANCE: NOTES&TABLE A, SHEET 1. SEE TABLE A, SHEET 1 1X WOOD BUCK TYP., SHEET 1 ' SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16" SHEET 1 TYP., SEE ANCHOR 2-1/16"* PROPERLY SECURED CONC./CMU ANCHOR NOTES &TABLE A, TYP., SEE ANCHOR '« 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES &TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU o t{; I SHEET 1 PER TABLE OR CMU PER TABLE 5` t ,SHEET 1 CONCRETE EXTERIOR 9•.' � ' EXTERIOR OR CMU A, SHEET 1 -r_J1, PER TABLE EXTERIOR A, SHEET 1 �tl « 1/4"MAX. SHIM 1-t A, SHEET 1 ID 1/4" MAX. SHIM - NO- 5870 1/4" MAX. SHIM �— S 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMBCONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION} 41j 1 A TE F / 1070 TECHNOLOGY DRWE N.VENICE,FL 34275 ANCHORAGE DETAILS (941)a60-1600 „w 0 ., Rend Sr. Date: ReWdM -NON-IMPACT JR 03/26/20 D NO CHANGES THIS SHEET. REGlSTRATION#29296 SERIES 670 ALUM. SGD NOIV IMPACT � Dam Dam ® sI'NTSI'13 txa nro Rer A.LYNN MILLER,P.E. JR 02120114 SGD-670 22 IPGTO128 D I P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2. EMBEDMENT: SEE TO PREVENT :.` .�. DISTANCE SHEET ARE FO FIGURES FOR THIS WATER SR WOOD FRAMING TABLE A, SHEET 1T P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: &TABLE A, SHEET 1 26 ANCHOR NOTES& TABLE A, SHEET 1 FOR SEE TABLE A, 28 u (ALSO SEE TYP. TABLE A, SHEET 1 ALL APPROVED SHEET 1 ILLUSTRATION, SHEET 9) • 1-1/4 MIN. EDGE DISTANCE SUBSTRATES. ..n,'• • :�1 w EDGE DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, 8 SHEETS 6-8 FOR TABLE A, SHEET 1 EMBEDMENT: •' REQUIRED P-HOOK P-HOOK MOUNTING 26 SEE TABLE A, 4 '' .,:• ... . ; ., AND P-HOOK EXTERIOR SHEET 1 " ;• ; ;,, , .�,:.: . :�•'.',':, ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., ANCHOR TYP., SEE MOUNTING ADAPTER P-HOOK " A .... 'r. . . . ANCHOR QUANTITIES. SEE ANCHOR NOTESDFJ ANCHOR NOTES&TABLE &TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"EDGE DISTANCE CMU PER TABLE MIN. A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP, ON SHEET 9. ILLUSTRATION, SHEET 9) ILLUSTRATION, SHEET 9) EDGE e P-HOOK FOR USE WITH FLAT SILL RISERS T P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18, #20, #22 OR#24, PARTS#18, #20, #22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE TABLE A, SHEET 1 CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL -- ANCHOR NOTES ae'..;. .... ,... . '.:;• . .,'. ...: .. A, SHEET 1 SUBSTRATE &TABLE A, SHEET 1 ' ' ' :,.. :' (ALSO SEE TYP. 28 (ALSO SEE TYP. EMBEDMENT: • ' ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A, 28 SHEET 1 EMBEDMENT: SHEET 9) •` SEE TABLE A, LEDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 i'.. ' .e.`.`:�;s' 1-1/4" MIN. EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP., SEE &TABLE A, SHEET 1 ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2D93„ MIN. EDGE DISTANCE ILLUSTRATION, SHEET 9) E P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERSt` I Kw PARTS#19, #21, Kc PARTS#19, #21, #23 OR#25, l`',\ 4 ' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR : ' �j '`'4 MOUNT MOUNT ' ' (SEE TABLES 1A, 2A&3A (SEE TABLES 1A, 2A&3A N 5,8705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY 1070 TECHNOLOGY DRIVE T,7 E Ct,e .. N.VENICE,FL 34275 ANCHORAGE DETAILS (941)460-1600 Thar �i t � '=�011 Rend Sr. Data: Rev{k=. f d' 1 P i S 4 a£ JR 03/26/20 D NO CHANGES THIS SHEET. REGISTRATFON09296 SERIES 670 ALUM. $GD—NUNvIMPACT Dimm Sr. Delia Chadod Deb. ® SeemsNodit safe Sneer �8M/aND R°'' A.LYNN MILLER,P.E. JR 02(20/14 SGD-670 INTS 14 a 22 PGTO128 D P.E.#58705 CONFIG. EXAMPLES MAX. UNIT WIDTH —MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH HEADER DETAIL'A', DLO TYP. PER TABLES 1-3 INTERIOR SHEET 18; INSTALLATION WIDTH DETAILS'Aw'&'Ac',� EXTERIOR ` SHEETS 12 & 13 ' 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE lQSI 'AS' TYPE SHEET 19 &CORNER 'A' K' ANCHORAGE SHEET 11 ' NOM. MAX. UNIT MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL ; WIDTH TYPj3j DLO PER 'M', SHEET 19 HEIGHTUE'E HEIGHT TABLES EXTERIOR INTERIOR 1-3 JAMB DETAIL'G3', SHEET X 18; INSTALLATION DETAILS X 'Gw'&'Gc', SHEETS 12 & 13 90° SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER, 4 PANELS - XX/XX 'Dw' &'Dc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH-7" DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" SILICONE PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" BY OTHERS #8 X 1" #10 X 1-1/2" PH SMS PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL 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. = :' r" ' 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ANCHORAGE DETAILS I EXAMPLE ELEVATION ;. (941)480.IWO '`,j °'' ",JAI .. Rand Sr. Data RevWons: REGISTRATION#292s� SERIES 670 ALUM. SGD—NON IMPACT JR 03/26/20 0 NO CHANGES THIS SHEET �� ct ede ® � s Na Ref' A.LYNN MILLER,P.E. JR 02/2a/14 sGD-s7o NTS 15 a 22 PGT0128 D 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. Zj r1XIED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18;ET 18; INSTALLATION DETAILS'L1'& 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw'&'Ac', WIDTH JAMB DETAIL'G3', SHEET DETAILS 'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 SHEETS 12& 13 TYP, 18; INSTALLATION DETAILS SHEETS 12 & 13 90° '`�'Gw'&'Gc', SHEETS 12& 13 ' m PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL � X 'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE INTERLOCK DETAIL MAX. A 'CS' 'QS' K MAX. 'M', SHEET 19 / NOM. / / UNIT / UNIT ' PANEL / HEIGHT SILL DETAIL NOM. / I HEIGHT DE OUTSIDE CORNER / DETAIL'N1', SHEET 19& WIDTH TYP. PER 'D', SHEET / PANEL / PER MAX. PER SEE TABLES 18; MAX• / WIDTH TYP. / SEE PER CORNER ANCHORAGE DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO NOTE 2, SHEET 11 HEIGHT SHEET 15 HEIGHT PER SHEET 15 1-3 DETAILS TABLES 1-3 INTERIOR 'Dw' & 'Dc', O x X X SHEETS 12 �-� a EXTERIOR `—✓ NOM. PANEL ( & 13 , X X X X WIDTH TYP. •� �.' i PER TABLES SEE FRAME& MAX. UNIT WIDTH MAX. UNIT WIDTH 1-3 PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'Dw'&'Dc', SHEETS 12 & 13 EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw'& L2, SHEET 19� ,'1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12& 13 -1 u HEADER DETAIL / - HEADER DETAIL'C', SHEET JAMB DETAIL'H2', SHEET P-HOOK DETAIL 'J' &'K', SHEET '13% SHEET 18; t, 1 18; INSTALLATION DETAILS 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw', INSTALLATION JAMB DETAIL '12', SHEET1 8; INSTALLATION 'Cw' &'Cc', SHEETS 12 & 13 'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' &'Kc', SHEET 14 DETHEET w'&'Bc', DETAILS 'Iw' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 7 MAX. UNIT WIDTH MAX. UNIT WIDTH — PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE M' P' 'R' 'L' 'M' 'F' I F' 'F' Q I MAX. MAX. UNIT NOM. o i NOM. UNIT HEIGHT PANEL z a i PANEL HEIGHT PER WIDTH TYP. ti Q I / / I WIDTH TYP. / PER TABLES MAX. / SEE PER / Q i SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 Q. a OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 c i SHEET 15 HEIGHT �} a � E I �t . , f O X X if X I X X X O ' �'e •` lw�t , L{< EXAMPLE: OXXXp SILL DETAIL'E', SHEET 187 EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; f -TRACK(3 , RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS f ' XEw & Ec, SHEETS 12& 13 Fw & Fc, SHEETS 12& 13 V r ATE 1070 TECHNOLOGYDRNE < N.VENICE,FL 34275 EXAMPLE ELEVATIONS (941)480-1600 nee A�° >ZOINA t oR `1 df 1�� 41 ty}}t RAW. Dab. REGISTR47701VW9296 SERIES 670ALUM. SGD-NON-IMPACT JR 03126120 D NO CHANGES THIS SHEET. �, �. cad Dal,* ® serro�,tslodek sue:NT s �6 hort aswaeyl+fo. Rev.• A.LYNN MILLER,P.E. amm JR 0=0114 SGD-670 S a 22 PGT0128 P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 35 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE #118 W/HANDLE W/HANDLE s #120 #119 #61 #118 461 #61� #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. W Box IN LEFT 4INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE (80"D PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F-- ASTRAGAL STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOX OUT 3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES moxoun (eoxoun (#61), CORNER RECEIVER(#118)AND EITHER PANEL E SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND LL ASTRAGAL EXTERIOR(#119)OR INTERIOR(#120)CORNER LLI Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. (eoxrN) (soxuv) 4. 1350 ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE (#61)AND CORNER ADDON (#31). wEXT CORNER W/HANDLE #120 SILL RISERS OPTIONS 232" -"' 232' z 90 LOCKSTILE Q W/HANDLE .232" EXTERIOR IZ #119 EXTERIOR EXT CORNER#61 232 EXTERIOR 062" 90 RECEIVER EXTERIO 062" 4.055" W/HANDLE 062" 3.305" *� #118 2.555" INT CORNER #61 -n 1.567" 90 RECEIVER .062" 44 111 W/HANDLE #118 EXT CORNER #118 18� SILL RISER FLAT* 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT 90 RECEIVER#61 ur FLUSH, 1-1/2' O LOW, 2-1/2" O MEDIUM, 3-1/4 OHIGH,4 EXT CORNER #31 VT VS VF750 -�I I� .750" 1 W/35 RECEIVER EXTERIOR 062" #31 EXTERIOR EXTERIOR i 750 EXTERIOR 062" INT CORNER j .906" 062 a a 4.055" 35 RECEIVER a I a W/HANDLE #61 3.305" , st 062" 2.555" g SILL RISER, BOXI* SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX y . 593 `05 19* FLUSH, 1-1/2" 21 LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH, 4" *NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8ti°, T" r 1070 TECHNOLOGY DRIVE ° "' �� '•, j7?r'f . � �` N.VRrv(CE FL 84275 PANEL TYPES (941)480-1600 rme d°%1 dt" Revd Br. Date: Revidww i REGISTRAT►oN#29296 SERIES 670 ALUM. SGD-NON-IMPACT JR 03/26/20 NO CHANGES THIS SHEET. �� �° amdwas Daft ® 1'17 °i ^"� RB14 A.LYNN MILLER,P.E. Aate. 14 SGD-670 NTS d 22 PGTO128 P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART 17 14 106 FULL JAMB LENGTH 14 E 75&107-110 -- 5 G3 60 OR 61 5 60OR61 E G1 60 OR 61 2-TRACK JAMB 16 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 105 6" LONG CLIP#105 WITH _ FOR FIXED W/RETAINER#106 OPERABLE PANEL CLIP LOCK PART 113 @ PANEL) 80 75&107-110 MIDSPAN (SHOWN WITH SEE DETAIL G2 5 FIXED PANEL TO n__EXTERIOR 103 LOCK PART 103 THE INTERIOR) J 113 75&107-110 FOR FIXED 5 103 60 OR 61 EXTERIOR PANEL CLIP 14 15 5 112 16 17 123 FULL LENGTH G2 40 G4 60 OR 61 # X 3/4" OF JAMB 2-TRACK JAMB 2-TRACK JAMB D.EXTERIOR EXTERIOR EXTERIOR EXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN ID 6" LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH E (SHOWN WITH %IE2 (SHOWN WITH MIDSPAN * FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 aEXTERIOR 53 a a OPT.. SC E Ll SHOWN IEN ffi2-TRACKWFRAME H A/DCREEN 3-TRACK 4-TRACK MAX. UNIT B FRAME HEAD C F ME HEAD EIGHT PER TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 a 72 OR 73 � 72 OR 73 46 11 113 9 10 11 48 47 p g 11 EXTERIOR 112 5 113 113 a �l It Irt,°°t ffi2-TRACK W/SCREEN E 3-TRACK 4-TRACK . ' C FRAME SILL @FRAME SILL @FRAME SILL = N o. 58,705 fir` t.4. ._ *ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 10707ECHNOLOGYDRIVEfir } N.VENICE,FL 34275 VERTICAL SECTION DETAILS 1 A° r ; �- 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILE. (941)480•1600 Rand Sr. Dat: RBA REGlSnMnON#29296 SERIES 670 ALUM. SGD—NON—IMPACT `'f i 0t�11 I'1,0 JR 03/26/20 0 NO CHANGES THIS SHEET. A.LYNN MILLER,P.E. - cne�ced ® k spa sneer DnmftNo. RB" JR 02/20/14 SGP-670 NTS �8 22 PGT0128 P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �-\ 5 4 INTERIOR 61 113 118 28 28 f 7 }-- - 30 7 9- (60 27 63 27 63 11 26 OR 61 60 OR 61 62 111 63 60 OR 61 _ 29 65 29 14 120 + 65 65 5 lu EXTERIOR 111 62 EXTERIOR 111 62 900 EXTERIOR E P-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR 8j (EXT. OR INT. MOUNT) eK EXT. MOUNT ONLY a INTERIOR 90° LOCK PART 60 OR 61 103 LOCK PART 103 LOCK PART 75&107-110 75&107-110 75&107-1 o 61 5 e INTERLOCK M 14 113 60 60 61 61 118 5 113 113 11 EXTERIOR ID EXTERIOR 113 103 119 �EXTERIOR 7 67 68 * ITEM#61 (HEAVY-DUTY STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90' OUTSIDE 900 INSIDE LE) SHOWN, ITEM#60 L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN CORNER N2 2-TRACK SHOWN ER (STANDARD D STILE)ALSO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE, SEE TABLES (BOX-OUT) MAY ALSO BE INSTALLED (BOX-OUT) MAY ALSO BE INSTALLED 1-3, SHEETS 6-8 FOR DP TOWARDS INTERIOR (BOX-IN) TOWARDS INTERIOR (BOX-IN) (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 4 INTERIOR 75&107-110 5 135° 5 4 INTERIOR -- ` 11 IF72\ E: 7 135° 14 5 61 32 103 61 32 __ EXTERIOR 61 LOCK PART 31 103 61 �EXTERIOR 7 75&107-110 14 62-TRACK 135° INSIDE CORNER SHOWN o e1350 OUTSIDE CORNER E No c-ri7C,�5 01 2-TRACK SHOWN 1070TECHNOLOGYDRIVE N.VENICE FL 34275 HORIZONTAL SECTION DETAILS, CORNERS (94p^ �0/ 1)480-1WVTrdw /♦�rp p d'3..,..', `,,*✓'A`♦ RovedW. DO: Revktens d JR 03126120 D NO CHANGES THIS SHEET. REGISTRA710N#29296 SERIES 670 ALUM. SGD-NON IMPACT ENO RD1. A.LYNN MILLER,P.E. JJR o 10/14 ® SGD-670 J'NTS 1'19 a 22 IPGTO128 D P.E.#58705 TABLE 4: NOTES: Item PGT Item PGT 1 ALL ALUMINUM=6063-T6 # Dw # PGT#7- Description # Dw # PGT# Description ) 9• 9 1 17306 617306 2-TRACK HEAD 49 4344 643" SCREEN ASTRAGAL 2) ITEMS#33-39, 56-59, 66, 81, 84-99, 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 121 & 122 ARE NOT USED AND ARE 3 17309 617309 3-TRACK HEAD 51 1692 61692 SCREEN SPLINE-A65" NOT PART OF THIS APPROVAL. 4 17312 617312 4-TRACK HEAD 52 1694 61694 SCREEN SPLINE-A50" 5 17314 617314 FRAME SCREW COVER 53 61816C20 SCREEN CLOTH 3) USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 54 1725 1/2"X4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5 MIN. #10 SMS OR 3/16" MASONRY 7 17304 617304 2-TRACK SILL 55 1726 1"X4"X 1/16"SET. BLOCK,NEOPRENE 85+/-5 ANCHORS @ 24"MAX. O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 60 17325 617325 PANEL STILE 9 17307 617307 3-TRACK SILL 61 17326 617326 PANEL STILE(HEAVY DUTY) 10 17310 617310 4-TRACK SILL 62 17327 617327 INTERLOCK ADAPTOR 11 17313 617313 FRAME SILL TRACK INSERT 63 1225 6TP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) 12 17315 617315 FRAME SILL SCREEN ADD ON(SEE NOTE 3) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 67 17329 617329 ASTRAGAL 14 17305 617305 2-TRACK JAMB 68 17339 617339 HEAVY DUTY ASTRAGAL 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 69 17324 617324 TOP&BOTTOM RAIL 16 17308 617308 3-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 17 17311 617311 4-TRACK JAMB 71 1695 71695 1-1/2"X1"X3/4"HIGH FIN SEAL DUST PLUGS 18 17322 617322 SILL RISER-FLAT, FLUSH, 1-1/2" 72 8153 78153X TANDEM ST_STL ROLLER ASSY. 19 17319 617319 SILL RISER-BOX, FLUSH, 1-1/2" 73 8153 78153N TANDEM NYLON ROLLER ASSY. 20 17321 617321 SILL RISER-FLAT, LOW, 2-1/2" 74 SILICONE DOW-791,899, 983,995 OR GE-7700 21 17318 617318 SILL RISER-BOX LOW, 2-1/2" 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-FLAT, MEDIUM, 3-1/4" 76 71032XIFPFX #10-32 X 1"FL SS SCREW Wl TYPE"F'TIP 23 17354 617354 SILL RISER-BOX MEDIUM, 3-1/4" 77 7103239 10-32 STEEL ZINC U-NUT 24 17323 617323 SILL RISER-FLAT, HIGH,4" 78 17358 617358 3/16&1/4"BEAD 25 17320 617320 SILL RISER-BOX, HIGH, 4" 79 17357 617357 1"IG BEAD 26 17333 617333 POCKET P-HOOK 80 17359 617359 7/16"BEAD I FIXED PANEL CUP 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BULB WEATHERSTRIP 28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC, 1/2"X1/16"SGL. SIDE ADH.TAPE, POLYETH, 29 17335 617335 P-HOOK COVER 100 8052 48052 ROLLER ADJ. HOLE PLUG 30 17348 617348 POCKET P-HOOK FOR BOX RISER 101 72087 JAMB BUMPER 31 17376 617376 135 CORNER 102 1696 71696 DUST PLUG 32 17378 617378 135 FIXED MOUNT 103 8186 78186X 1"KEEPER ITEMS 40-53 ARE SCREEN PARTS: 104 653 7SDKEEP SCREEN LOCK KEEPER 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 105 17344 617344 FIXED PANEL CUP-6"LONG 41 7LOCKWGSK SCREEN LOCKSET 106 17352 617352 FIXED PANEL RETAINER-9/16" 42 41818 SCREEN KEEPER SPACER SET 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN, USED WITH#75 43 8152 68152 SCREEN INTERLOCK ADAPTER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE, USED WITH#75 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN, USED WITH#75 44 4 6 SCREEN DOUBLE INTERLOCK 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL, USED WITH 975 45 4317 17 612 28 256 SCREEN TOP RAIL 111 71OX34PPSDAX#10 X 3/4"PH. PN.TEK-S.S. 46 4318 612257 SCREEN BOTTOM RAIL 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 47 668 7SRAZ STANDARD ROLLER 113 1712 64066 .187"X.230"FINSEAL 48 668 7SRAX STANDARD ROLLER-ST. STL. 114 71OX115PPX #10 X 1-1/2" TABLE 5: 115 710XPPT #10 X 1" Material Min. Fy Min.F. 116 720XlX #14-20 X 1"S.S. #12 Steel Screw 92 ksi 120 ksi 117 72OX112X #14-20 X 1-1/2"S.S. #12 18-8 Screw 60 ksi 95 ksi 118 17336 617336 90 DEGREE CORNER RECEIVER `'��o "� "I!`''•, I or #12 410 Screw 90 ksi 110 ksi 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL ' 1/4"DeWalt/Elco Aggre-Gator® 57 ksi 96 ksi ' r 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 1!4"Elco UltraCon® 155 ksi 177 ksi N . 587Q5 123 17352 617352 FIXED PANEL RETAINER, 7/8" 7 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 c t1: a Ld A36 Steel 36 ksi 58 ksi 1070TECHNOLOGYDRIVE ° 0m �, '• ATIw Or 441 Gr.33 Steel Stud 33 ksi 45 ksi N.VENICE,FL34275 PARTS LIST i ''�rs" �C'R1D� •' z � (941)480.1600 7Woo// / a� Raved Sr. Dare. REG►srRarloNAr29z9s SERIES 670ALUM. SGD—NON—IMPACT 'f r/!I i I I i s JR 03126120 D ADDED BACKBEDDING&MATERIAL PROP. TABLE sc�e �B,. Dats: aneciW Date. ® A.LYNN MILLER,P.E. JR 02/20/14 SGD-670 NTS 20 of 22 PGTO128 0 P.E.#58705 5.069" 8.562" I --j 1.36" 71.36" 0.080" 1.872" 1.211" 1.505" u 'li l�, rT 1 0.081" -L 0.062" 7�C 1.019" 0.081" 0.081" 1t�2-TRACK HEAD 10 4-TRACK SILL EEN(6063-T6 AL) (6063-T6 AL) LE 6.198" (6063-T6 AL) 6.198" 6.526" 7. 5.069" 0.0801, [EEL F 1.211" 1.505 1.993" 0.062" FIF 1--t eH--T-W-� rrwir::�m i 0.081 2O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL E i (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB STOP (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" 2-TRACK JAMB W/ 6.221" 15 SCREEN TRACK 0.080" � (6063-T6 AL) � 1.36" 1.211" 1.505" 0.875" 1.993" 0.062" 0.081" @ 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081" (6063-T6 AL) (6063-T6 AL) SCREEN 48 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" -►I 0.081" 0.080" " Lii--JLJ- 1.2111.505" 7.105" �0.081" 9.141"4 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) --j 1.514" 0.060" 0.062" 760" L- 1.260" 0.532" 0. ®-- 0.060 1.516" 1.990 � tttlsl,tr/;, OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �y� ,.I:•.7,;�`r;Ir '°rr ADD-ON 12 ADD-ON 13 END ADD-ON 16 3-TRACK JAMB �� ''', t°4 .: ;1z,® (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) �r REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS €o 87105 OR 3/16"MASONRY OR 3/16" MASONRY 17 4-TRACK JAMB ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) (•�t� �� ATE CJ� 1070TECHNOLOGYDRIVE SEE SHEET 17 FOR SILL RISERS. N.VEN►CE FL34275 EXTRUSIONS % �� '' •`��� � `` �®e` (941)480-1600 rso> /0AI a L Rnsd Br. Dare: RevIsklm REG►sTRATION r929s SERIES 670 ALUM. SGD-NON-IMPACT JR 03126120 D NO CHANGES THIS SHEET Dew greeds Dsre ® s ods s DraMv� Ra`P A.LYNN MILLER,P.E. JR 02/20/14 SGD�670 NTS 21 22 PGTO128 D P.E.#58705 :D 0.718" 0.83" 2.304" � 3.802" �� 3.802" -�{ 0.752" T0.752" I 0.885" 0.574" 0.796" 1.163" 0.062'0.264" 0.080" 0,062" 0.233" 100062- 0.07 •LE O5 FRAME SILL 26 P-HOOK 28 P-HOOK MOUNTING 29 P-HOOK SCREW 30 P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR COVER 0.080 O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) _ " 1.488" 4" 4" 155" 2.30 - 0.080" 0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303" 016 '080" 1.870" 1.888" �� I 0.325" 1.974" -►-1 2.44" -J3.125" 3.125" 0.062" O39 135 INTERLOCK INTERLOCK CORNER 32 135° FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE 62 65 (6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) OADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3 3.979" .979" 4.125" 1.050" 1.050" 1.050" 0.075" 0.075" 1. 45EO. � 61.645" 1.304" .289" .611" .849" 045" .045" � ,045" �- 0.125"" 0.281" 3.25" 67 STANDARD ASTRAGAL 6s HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING (I G.) 80 BEAD,/16" FIXED �$ /16" 1/ (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" 5.621" 0.757" 0.080" 0.050" FIXED 105 PANEL CLIP _j T10.709 2.893" 0.133" (6063-T6 AL) L 1.498" 0.133 1.498" .550" -I0.863 0.080" FIXED PANEL 5.621" 0.709' 123 ORETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL 0.080" -�II-Q- (6063-T6 AL) 2'826 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 90° INSIDE/OUTSIDE (6063-TEAL) ® r 106 RETAINER, 9/16" CORNER RECEIVER = YNo. 56705 $.Y (6063-T6 AL) (6063-T6 AL) r 1070 TECHNOLOGYDRIVE 0 3 TA E.C N.VEND FL 34275 EXTRUSIONS o . (941)480.1600 � R&adBy: Dam: RewWom, REGISTRATION#29296 SERIES 670 ALUM. SGD-NON-IMPACT rf 0"VAL JR 03/26/20 D NO CHANGES THIS SHEET s� s m n� �, j/! i r _ Dimm Br. Dam, ClekedB Dam, ® A.LYN�J'MIl LL��,4� P.E. JR 02/20/14 SGD-670 NTS 22 ot 22 PGTO128 P.E.#58705