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APPROVED SGD670NOA
MIAMh MIAMI-DADE COUNTY ® DADE 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 C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/179, signed and sealed by Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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 renews NOA# 17-0420.09 and consists of this page 1 and evidence pages E-1, E-2 &E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMI DADE COUNTY NOA No. 19-1126.01 e Expiration Date: April 07,2025 Approval Date: January 09,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.. Evidence submitted under previous approvals A. DRAWINGS I. 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 l 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/ TP , 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 06/20116, 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. (AII 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, sighed & sealed by Marlin D, Brinson, P.E (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 AT172138.01-401-18. 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 414-0123.11) 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 POT, 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 1.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration date: April 07,2025 Approval Date: January 09,2020 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 (5"'Edition)and"No financial interest",prepared by PGT, signed& sealed by Lynn Miller, P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1, This NOA revises #15-1013.14, expiring April 07,2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5 h 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 04118/I7 and last revised on 08/09/17, complying with FBC-217(61'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTMS-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(51n edition) & FBC 2017(6�1 Edition) and letter of no financial interest, prepared by POT, 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. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C,titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer,dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller,P.E. 1 slti...� 1 ." b%�-�— lihaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07,2025 Approval Date: January 09,2020 E-2 1'GT Inelustries,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 (5th Edition) and"No financial interest", prepared by PGT, signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07,2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (5'h 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 04/1 SY17, 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 0S/09/17, complying with FBC-217 (6°h 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(51h edition) &FBC 2017(61h Edition) and letter of no financial interest, prepared by PGT, dated 04/18117, signed and sealed by Lynn Miller,P.E. G. OTHER 1. This NOA revises NOA# 16-0629.03,expiring April 07,2020. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact'°, sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. Isbaq I.Chaada,P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07,2025 Approval Date: January 09,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. 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 Rcsources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6`h 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. Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07,2025 Approval Date: January 09,2020 E-4 TABLE A: SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Min.O.C. Min. 0 o Group Anchor Type Member Substrate Distance Distance Embedment or INCLUDING POCKETS & 90 /135 CORNERS Metal Thickness #12 18-8 SMS. Southern Pine(SG=0.55) 9/16" 7/8" 1-3/8" GENERAL NOTES (Fy=60 ksi, Fa=95 ksi) 6063-T5 Aluminum 3/8" 9/16" 0.090" 1)GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET& GLAZING DETAILS ON SHEETS 4 &5. #12410 SS SMS, All A36 Steel 3/8" 9/16" 0.050" A (Fy=90 ksi, F,= 110 ksi) Gr. 33 Steel Stud 3/8" 9/16" 0.045"(18 Ga) 2) DESIGN PRESSURES: All Concrete(min. 2.22 ksi) 1-1/2" 3" 1-3/8" A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 1/4"Elco Aggre-Gator® LtLamb/P-hook Filled Block(ASTM C90) 2" 3" 2" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Fy=57 ksi, F=96 ksi I Jamb/P-hook Hollow Block(ASTM C90) 2" 1 3" 1 1-1/4" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. I All Southern Pine(SG=0.55) 1" 1" 1-3/8" #12 Steel SMS(Gr. 5) out ern Pine(SG=0.55) 9/16" 7/8" "1-3/8 3 ANCHORAGE:THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 6063-T5 Aluminum 3/8" 9/16" 0.090" B (min. of 3 threads beyond All PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO metal substrate) A36 Steel 3/8" 9/16" 0;' (18 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Gr. 33 Steel Stud 31" 9/16" 0.045" / 8 Ga) CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. ,=1 5 k Ultra Con® All Concrete(min. TM ksi) 1" 4" 1-3/4" C Fy=155 ksi, F�=177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1" 6" 1-1/4" 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 1/4"Elco UltraCon® All Concrete(min. ksi) 2-1/2" 4" 1-3/8" Fy=155 ksi, F�= 177 ksi Jamb/ P-hook Filled Block (ASTTMM C90) 2-1/2" 4" 1-3/4" 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH Jamb/P-hook Hollow Block ASTM C90 2-1/2" 6" 1-1/4" D Head/Sill Concrete(min. 3.35 ksi) 1" 4" 1-3/4" NARROW JOINT SEALANT. 1/4"410 SS Elco CreteFlex® Jamb/P-hook Concrete(min. 3.35 ksi) 1" 6" 1-3/4" Fy=127.4 ksi, F,,= 189.7 ksi Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4" 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR All Southern Pine SG=0.55 T. 1" 1-3/8" WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 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. 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3)FOR STEEL STUDS,MIN. =L KSI,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAA Y ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 9)TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE FTL-7554 AND ATI 72138.01-1401-18 DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. rRODUTABLE B, SEE DETAILS ON SHEETS 4 &5: 3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. ascawp�g with the F ) R5 f9liatr3yia�;cN?Stt tJ;k Ftee•k6 Glass PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS sikwr.-Cwia Description(Listed from Exterior to Interior) AccLTtaycc No Type INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS G1 3/16"TEMPERED GLASS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS E"p"`a'`°°Date a G1A 1/4"TEMPERED GLASS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By s A ^ LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS VieWDwk roductCO°a0 G2 1" I.G.: 3/16"TEMPERED GLASS+ 5/8"AIRSPACE +3/16"TEMPERED GLASS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF G2A 1" I.G.: 1/4"TEMPERED GLASS+ 1/2"AIRSPACE+ 1/4"TEMPERED GLASS RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL. GENERAL NOTES.............1 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACT RATING ANCHORAGE.....................6-14 GROUT OR OTHER MATERIAL IS SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE DESIGN PRESSURES.......6-8 5) IF SILL IS TIGHT TO SUBSTRATE, � SHEETS 6,7&8 IMPACT RESISTANCE INSTALL DETAILS..............12-14 NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, �N,,....., , MAX. 1/4"THICK&3400 PSI MIN., (DONE BY OTHERS) MUST FULLY \LENS •. ELEVATIONS..................... 15,16 '� L CODES/STANDARDS USED: PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO IF AND TRANSFER SHEAR LOAD TO SUBSTRATE. , 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION CROSS SECTIONS............18,19 THE SUBSTRATE, � No. 58705 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION PARTS LIST....................... 20 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED oASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS.................... 21,22 BY THE AUTHORITY HAVING JURISDICTION. I i PI °ALUMINUM DESIGN MANUAL,ADM-2015 Descrption ST 0AIS1 S100-12 1070 TECHNOLOGY DRIVE i rc oAISC 360-10 N. VENICE,FL34275 GENERAL NOTES AND MAP ;��`s '•.t-O RID P.•' \\�� (941)480-1600 T'Ue /"�`S/ONAL Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 670 ALUM. SGD - HON-IMPACT l,,,, I ,,, ` JR 04105117 C UPDATED TO FBC 2017.REV. TABLES 1,2,3&A. sedes/Modec state: sneer Drawing No. Rev: A.LYNN MILLER,P.E. Drawn B ' Date: Checked B: Date. JRy 02120114 y SGD-670 NTS I °t 22 PGT0128 C 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 Ac pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 A2 Ag PER TABLES 1-3 12 13 CAN BE OXXXp. I 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 12 I 12 I OF ANY 2 STRAIGHT CONFIGURATIONS. 12 I Q 12 19 I Gc Jw Jc I > Gc Jw Jc I MAX. UNIT 13 / 14 14 I w°w 13 19 14 14 i o°0 3 FOR NOM. PANEL WIDTH, SEE TABLES 1-3. w Kc IZ�� MAX. UNIT / M / Kw Kc IZa� ) HEIGHT / 14 14 I Q � HEIGHT / 19 / 14 14 I Q w PER TABLES 1-3 / i r = PER TABLES 1-3 / / i Y Q "X" = OPERABLE PANEL, Q w 1° w "O"= INOPERABLE PANEL, a POCKET POCKET POCKET i � p DETAIL LETTER 1-PANEL 2-PANEL �\� —J "c" = CONCRETE ROTEMINSTALLATION ETAL ATION CONFIGURATIONS 12 13 CONFIGURATIONS 12 D3 SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH — DLO WIDTH = NOM. PANEL WIDTH-7" NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH Aw Ac w Bc Cw Cc DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" PER TABLES 1-3 12 13 12 13 PER TABLES 1-3 12 13 12 13 12 13 PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" I L1 1 I Gw Gc L1 L1 L1 Jw Jc Gw Gc 19 19 Jw Jc I Q 12 13 19 19 19 14 14 1W 1C 19 19 Kw Kc l o R p MAX. UNIT 12 13 14 14 19 19 19 14 14 MAX. UNIT 12 13 14 14 I a HEIGHT Iw Ic HEIGHT 19 19 i w w w PER 12 13 19 19 19 i w w PER TABLES 1-3 IYQ � w w CL W TABLES 1-3 I POCKET I / POCKET rW I I 4-PANEL CONFIGURATIONS CONFIGURATIONS 1 E t'tg3t3C1C9 RENEWED 12 13 12 13 its complying with the l kWW Buiding Code 2.( O 1 Acceptance No I MAX. UNIT WIDTH MAX. UNIT WIDTH Expira4ion Date yl� NOM. PANEL WIDTH NOM. PANEL WIDTH 12 A3 Aw Ac w Bc Cw Cc PER TABLES 1-3 12 13 12 13 12 13 PER TABLES 1-3 w Bc 12 13 I Cw Cc Gw Gc Jw Jc I N 1 12 13 12 13 19 19 19 19 14 14 I ¢ 19 12 13 19 19 19 19 14 K4 1 0,,C, MAX. UNIT 19 SEE MAX. UNIT I z a HEIGHT / O1 0 / NOTE HEIGHT 12 13 19 19 19 19 1~Q 0- PER 19 " / 2,THIS PER TABLES 1-3 / / / / / i Y Q TABLES 1-3 02 /10 SHEET. Iv�w 19 NIV `� NY ... / POCKET I a l EXTERIOR 12 1D3 O \`\\\ C`O I 1 ��.. CENsF 12 13 5-PANEL CONFIGURATIONS w Dc w Ec w Fc CORNER, TYP. 12 3 - �r No. 58705 12 13 12 13 12 13 (OUTSIDE CORNER SHOWN, - INSIDE CORNER SIMILAR) '�3 •. • 11 ° Descri fion. ® S ATE dF 1070 TECHNOLOGY DRIVE ��� �ORIDP.• ��`N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS Revsd By: Date: Revisions: CERT90FAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT �ONAL JR 04105117 C NO CHANGES THIS SHEET. I series/Model Scale: sheet: Drawing No. Rev' A.LYNN MI LER,P.E. Drawn By.' Date: Checked By: Date: JR 02120114 SGD-670 NTS 2 �f 22 PGT0128 C 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 Bc cw Cc EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE PER TABLES 1-3 12 13 12 13 12 13 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -���---i CAN BE OXXXp. Gw Gc Jw Jc 12 13 19 19 19 19 19 14 14 w He wt Kc I > 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 12 13 19 19 19 19 19 14 14 i o°o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT Iw Ic M M M M I z a HEIGHT, 12 13 19 19 19 19 19 96"OR 120" / / / / / I w lu-1= 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. Cl I°a w "X" = OPERABLE PANEL, POCKET I "O" = INOPERABLE PANEL, "p" = POCKET 6-PANEL CONFIGURATIONS w Dc w Ec w Fc 12 13 12 13 12 13 DETAIL LETTER MAX. UNIT WIDTH - Xx - w" =WOOD OR METAL INSTALLATION U "c" =CONCRETE INSTALLATION NOM. PANEL WIDTH Aw Ac w Bc Cw Cc SHEET NUMBER PER TABLES 1-3 12 13 12 13 12 13 Gw Gc Jw Jc i DLO WIDTH = NOM. PANEL WIDTH -7" 12 13 19 19 19 19 19 19 14 14 I Q DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" MAX. UNIT 12 13 19 19 19 19 19 19 K4 K4 i a o PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" Sa M M M M M M HEIGHT 19 19 19 19 19 19 Lu PER TABLES 1-3 low POCKET 7-PANEL CONFIGURATIONS w Dc w Ec w Fc 12 13 12 13 12 13 trRfldfUC'y RENMO as complying with the onift om,wing Code MAX. UNIT WIDTH — kcceptanceNo 2- Expirateoa NOM. PANEL WIDTH Aw Ac w Bc cw Cc I, 4«•--� PER TABLES 1-3 12 13 12 13 12 13 . I Gw Gc t L1 t t t L L1 Jw Jc I 12 13 19 19 19 14 14 I Q c L2 L2 Kw Kc12 131919 14MAX. UNIT Iw Ic M M M / I aHEIGHT 12 13 19 19 19 / j w w w PER TABLES 1-3 ��\i I I/ c) POCKET 8-PANEL CONFIGURATIONS w Dc w Ec w Fc No. 58705 12 13 12 13 12 13 O ST 1070 TECHNOLOGY DRIVE Desc ipe°n. i '. F`OR I O N.VENICE,FL 4 75 ,EXAMPLE CONFIGURATIONS 6/0 /..• NG� �. Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT � '7,,QNAL`: JR 04105117 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: 7ne serleslModec Scale: sheet: Drawing N°. Rev: A.LYNN MILLER,P.E. JR ate: 14 SGD-670 NTS 3 °t 22 PGTO128 C P.E.#58705 GLAZING DETAILS (G1 & G1A) 3/16"T GLASS 74 EXTERIOR 82 a O3/4" NOM. GLASS BITE 78 EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4"T GLASS 74 PRODUCT RE t tyi a EXTERIOR 82 \0 as eom1°tmceNo 1 -ol-� L� Eip{mt1w Date GLASS 78 BITE 54 -Z4 �ti�l1i111// , 1/4" TEMPERED GLASS, TYPE G1A L.... LIGEN6, i Qom' F llt� No. 58705 Description: 1070TECHNOLOGYDRlVE � T �•. GLAZING NOTES: � ' N. VENICE,FL34275 GLAZING DETAILS i �.(11 '4ORIDP.•' \�� "T"=TEMPERED �J (941)480-1600 rue: lS� /� \ Revsd By: Date: Revisions: '/// oNAL �� \ JR 04105117 C NO CHANGES THIS SHEET. CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT f ?n@F Series/Modes Scaie: sheet. Drawing No. Rev: A.LYNNIMILILER,\P.E. Drawn By: Date: Checked By: Date: JR 02120114 SGD-670 NTS 4 �i 22 PGT0128 i✓ 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 a INT. GLASS INT. GLASS 83 124-127 3/4" NOM. 12a KODISPACE 125 SUPER GLASS a 4SG TPS SPACER@ NXTT"" BITE f 79 55 ALUMINUM hANT INFORCEMENT POLYISO- DESICCANT FILL AREA 1" I.G. GLASS, TYPE G2 BUTYLENE NOM. SEAL BUTYL NOM. BUT SILICONE SEAL DESIC ROLL-FORMED F STAINLESS STEEL EXT.GLAS1" NOM. EXT.GLASS 1/4"T GLASST.GLASS P9F©DLIC'1!'RENFWKU 1/2"AIR SPACE INT.GLASS as complying with chelier,& Buiding Code �.�, �' 1/4"T GLASS DURASEALO XL EDGET" Acceptance No / 126 127 Expiration bate 4 �.�2 T EXTERIOR 74 SPACER SPACER a 8 INi 83 sad B+e�' 124-127 3/4" NOM. Part# Description Material GLASS 124 Kommerling 4SG TPS Spacer System BITE See this f 125 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for 126 Quanex Duraseal Materials 79 127 Cardinal XL Edge Spacer 55 \�111 (I11 REFERENCE TEST REPORTS: FTL-8717, 8968&8970 _,CENSF 1" I.G. GLASS, TYPE G2A _ No. 58705 1070 TECHNOLOGY DRIVE Description: O SATE OF GLAZING NOTES: N.VENICE,FL 34275 GLAZING DETAILS "T"=TEMPERED (941)480-1600 TiOe i �s '•.�OF�IDP.. '�\C�� , / \\ Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT ��S/ONAL E.N. \\ JR 04/05/17 C NO CHANGES THIS SHEET. model /I I!I 1'\\ Drawn By: Date: Checked By: Date: O Series SGD scales sheet: Drawing No_ Rev: A.LYNN MILLER,P.E. JR 02120114 SGD-670 NTS 5 of 22 PGTO128 C 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 90`or 135`comer units, see sheet 11 (Water Infiltration Rating) Door Unit Height Table applies to all Glass types and Sill Riser Height OH LENGTH the Stile/Astra al es shown below. 80" 84" 90" 96" (+) Design g types 69-7/8"DLO 73-7i8" DLO 79-7!8"DLO 85-7/8"DLO (Flat or Box, see Positive(+)DP may be limited by Sheet 17 Pressure, psf = Anchor Group Anchor Group Anchor Group Anchor Group Table 1A. OH LENGTH W � A B C D A B C D A B C D A B C D Flush- 1-1/2" see note 3 OH RATIO= OH HEIGHT = O OH RATIO >_ 1 Design Pressure +90.0/-127.1 +90.0;-120 +90.0/-110.8 +90.0;-102.9 Low-2-1/2" +46.67 = O 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 p 24 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 Medium -3-1/4" + 60.0 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 High-4" + 90.0 Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0;-92.2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3 30" 23 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 10 8 8 8 10 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 1 7+8 7+8 7+8 7+8 7+8 7+8 NOTES: Design Pressure +90.0/-92.9 +67,3,-87.3 +80.0/-80 +73.8/-73.8 36" 29„ Head"Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. s DLO Jamb 10 8 1 8 8 10 8 8 8 10 8 8 8 10 8 8 8 15 P-hook 6+7 1 6+7 1 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 2)WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE Design Pressure +63.7/-83.7 +78.4, -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 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 WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. a DLO Jamb 175 0 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+8 7+g 7+g 7+g 7+8 7+8 7+8 E Design Pressure +7'.1,'-77.1 +72.0/-72 +65.5/-65.5 +so.o/-so 3)4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS z 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT 48 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN 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+a 7+s 7+8 7+8 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Design Pressure +72.5/-72.5 +67.4/-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 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 INFILTRATION. DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +6R1/-69.1 +64.01-64 +57.6/-57.6 +50.s/-50.s 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT 53" Head/Sill G4+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 INFORMATION. 60" 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 1 7+8 1 7+8 1 7+8 1 7+8 1 7+6 1 7+8 1 7+8 7+8 1 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" PRODUCTRENEM as esmptyMg with the gkdk PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" RaWngCode Acceptance Expims.ion Date 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. B It►�. �,1� g. 1� Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ mi-� . 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 C Inside Corner Outside Inside Corner Corner \��� ��`( LY,1 A/ Part#60(Stile) Part#61(Stile) ( part#119(Out.) part#61(Stile) ��• Part#60(x2) Part#60 Part#60 Part#60 Part#118 (Corner Parts#31  Part#61 ' L�GCNSF Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) No. 58705 1070 TECHNOLOGY DRIVE Description: '•, SATE OF N. VENICE,FL 34275 DP AND ANCHORAGE %t�`�,''• c�ORIDP .•' N��: (941)480-1600 rli e: / '' 0 Revsd By: Date. Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT �S�OPJAL JR 04105117 C REVISED TABLE 1. i 1 i 1 ! Drawn By: Date: Checked By: Dale: O Series/Model Scale: Sheet: Drawing No. Rev: A.LYNN MILL�R,P.E. JR 02/20/14 SGD-670 NTS 6 of 22 PGTO128 C 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 astraoal anchorage on 90`or 135`comer units.see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and Door Unit Height the Stile/Astragal types shown 80" 84" 90" 96" 102" 108" 114" 1zo" Sill Riser Height + below.Positive al DP may be 69-718"DLO 73-718"DLO 79-7.8 DLO 85-7/8"DLO 91-7/8"DLO 97-7 8"DLO 103-7/8"DLO Design g 109-7/8"DLO (Flat or Box, see ( ) limited by Table 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 i-140.0 +90.0/433.0 +90.0/422.0 +90.0 i-114.0 +90.0/-106.0 +90.0/-99.0 +90.0/-93.0 +88.0;-88.0 Flush- 1-1/2" see note 3 24" 17" HeadiSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 c4+1 C4+i C4+1 C4+1 C4+1 C4+1 34+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 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 10 1 10 1 10 10 10 10 10 10 P-hook 7+8 1 7+8 17+8 7+$ 7+8 1 7+8 1 7-8 7+$ 7+8 1 7+8 1 7+$ 1 7+8 7+8 7+8 1 7+8 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 9+10 9+10 19410 9+10 9+10 9+10 9+10 9+10 Medium-3-1/4" + 60.0 Design Pressure +90.0/-141.8 +90.0/433.6 +90.0/-122.9 +90.0/-113.8 +90.0 i-105.9 +90.0/-99.1 +90.0/-93.1 +87.8/-87.8 High-4" + 90.0 30" 23" HeadiSill CS+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 CS+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+i C5+1 C5+1 C5+1 C5+1 SEE NOTES 1-3 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+g 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 i-i23.9 +90.0/-116.4 +90.0/-106.7 +90.0/-98.5 +90.0/-91.4 +85.3;-85.3 +80.0/-80.0 +75.3/-75.3 36" 29" Head/Sill C5+2 CS+2 CS+2 C5+2 CS+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+1 DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 1 10 10 10 /2 10 10 10 12 10 i0 10 12 10 10 10 `c 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 1 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0.1-111.6 +90.0,'-104.5 +90.0;-95.4 +67.8/-87.8 +81.3 -81.3 +75.7/-75.7 +70.8/-70.8 +66.5 i-66.5 35" HeadiSill C5+2 CS+2 CS+2 C5+2 CS+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 C5+2 C5+2 C5+Z C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C, 42 DLO Jamb 12 10 1 8 8 12 1 10 8 8 12 1 10 1 8 1 8 12 10 8 8 12 10 1 10 10 12 10 10 10 12 10 10 1 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+g 8+g 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 o Design Pressure +90.0;-102.9 +90.0 r-96.0 +87 3;-87.3 +80.0/-80.0 +73.8/-73.8 +68.6;-68.6 +64.0/-64.0 +60.0/-60.0 Z 41' HeadiSill 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 I 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 48 DLO Jamb 12 10 8 8 12 10 8 8 12 1 10 1 8 1 8 12 1 10 1 8 1 8 12 10 1 10 10 12 10 1 10 1 10 1 12 1 10 1 10 1 10 12 1 10 1 10 1 10 DLO WIDTH = P-hook 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 E 8+g 8+9 1 8+9 j 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOM. PANEL WIDTH -7" Design,Pressure +83.0;-63.0 +77.2.'-77.2 +69.8;-69.8 +63.81-63.8 54" 47" HeadSili 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 8 8 8 10 8 8 8 10 8 8 8 DOOR UNIT HEIGHT- 10.125" P-hook 7+8 7+8 7+8 7+8 !+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Design Pressure +79.2;-79.2 +73.3/-73.3 1 +66.0;-66.0 +60.0 -60.0 53" HeadiSill C4+3 C4+3 C4+3=7+8 3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 PANEL HEIGHT= 60" DLO Jamb 10 s 8 s s 10 s e a 10 8 a s DOOR UNIT HEIGHT- 1.866" P-hook 7+8 7+8 7+88 7-8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+$ 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 rRODUCT RENEWEDO g Outside Corner Outside Corner as complying whh thg Fkn& C Corner 33uidingCode C acceptance tVs 11-112�•a l Inside Expirs=ioaDate Inside Corner Corner Outside 0, ---�� Corner winniDada Cttal Part#61(Stile) Part#61(Stile) Part#67 Part#61 (x2) Part#61 Part#61 Part (Stile) Part#61 Part#118 (Corner Part#1 (Out.) Parts#31  Part#61 ((Astragal) Part#120(In.) 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. 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 T_ \\��� ONY LY,VA/ WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS `� ..••... Llj PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR = O OH RATIO>_ 1 �10ENSF �� WATER INFILTRATION. O= o ;*P No. 58705 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. _ 5 DR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH = ) OO SI OH RATIO= -p �PAF 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 ='� Descrition: I �� •' S 1070 TECHNOLOGY DRIVE ° � .(� • N.VENICE,FL 34275 DP AND ANCHORAGE %�� c<ORIpP .•'/����: (941)480-1600 rue: /// S/O .�\�J RevsdBy: Date: Revisions: CERT OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT i0/ JR 04105117 C REVISED TABLE 2. �// a I 1 Drawn By Date: Checked By: Date: O Series/Model scale: Sneet Drawing No. Rev: A.LYN�'VIILLER,P.E. JR 02/20/14 SGD-670 NTS 7 "r 22 PGTO128 C 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 corner astragal anchorage on 90`or 135'corner 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 4� (+) the Stile/Astragal types shown (Flat or Box, see F- 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) Anchor Type Anchor Type Anchor Type Anchor Type limited by Table 3A. Flush- 1-1/2" see note 3 W A B C D A B C D A B C D A B C D = � OH RATIO>_ 1 Design Pressure +90.0/-140.0 +90.0/-133.0 +90.0 -122.0 +90.0/-114.0 Low-2-1/2" +46.67 = 0 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 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 High-4" + 90.0 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 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 12 8 8 14 12 8 8 14 1 12 1 8 1 8 14 12 8 8 OH RATIO = OH HEIGHT 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 NOTES: Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8 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 C5+2 C6+2 C6+2 C5+2 C5+2 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 36" DLO Jamb 14 12 1 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 2)WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN Design Pressure +90.01-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-98.7 USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" C 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 C5+2 C6+2 C6+2 C5+2 C5+2 SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). 0- 42 DLO Jamb 14 1 12 8 8 14 12 8 8 14 12 8 8 14 12 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 9+10 9+10 9+10 9+10 o Design Pressure +90.01-115.7 +90.01-108 +90.0/-98.2 +90.01-90 3)4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION z 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 48 DLO Jamb 14 12 1 8 8 14 12 8 8 14 12 8 8 14 12 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 9+10 9+10 9+10 9+10 i 9+10 9+10 9+10 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831-83 +77.2/-77.2 +69.81-69.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT 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 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 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND Design Pressure +79.21-79.2 +73.3/-73.3 +661-66 +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+2 C4+2 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION. 60" DLO Jamb 10 8 8 8 1 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 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. rRODUCf RENEWED as complying with the FloddL DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" AcceptsdiRg ce N Acceptance No__,1=._L_.. PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" Expiration iDate_4_ ,r_ BY 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. MiarADa&3vdad Ceffift 4 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 f Corner - 1LJj II11 Inside 1�7 Corner Outside \\\` NY LYIv/� � Inside CornerT Corner Part#61(Stile) Part#61(Stile) C� % Part#61 (Stile) Part#119(Out.) Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61 No. 58705 Receiver) (Corn.&Fxd Mount) 44/ - Description: ® .S A TIE r- 1070 TECHNOLOGY DRIVE N. VENICE,FL 34275 DP AND ANCHORAGE �� �LORID�.•\' `\�� (941)480-1600 Tne: /77sIs \vG\\\ Revsd By. Date: Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT '�/�ONAL. � JR 04105117 C REVISED TABLE 3. Drawn By: Date: Checked By: Dale: O Series/M"deL Scaie: sheet Drawing No. Rev: A.LYNNII�ILLER,P.E. JR 02120114 SGD-670 NTS 8 of 22 PGTO128 C P.E.#58705 NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5"CLUSTER SEE JAMB (8) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10 REQUIRED 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 INTERLOCK REQUIRES "C6" SHEET 10 FOR INTERLOCK 24" MAX. O.C. THIS POCKETS AND 42" NOM. CLUSTER, SEE SHEET • , SEE POCKET (g) P-HOOK --______ X + � PANEL WIDTH DETAILS, SHEET 11 X X i JAMB MOUNTING -X X X X " X X x x / X X XX Xx xX X Xx X " X 6"MAX. INSTALLATION, ADAPTER 6"MAX._ (�j X X X 'X x x x x x X f THIS SHEET ANCHORS MIDWAY I o' L 3"MAX. & SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS &AT 3" + o X FRAME X ANCHORS t I X FROM TOP& 1a i r Q,I ANCHORS 96" (TOTAL 8 01 BOTTOM o O.C. O UNIT 21"MAX. ANCHORS Z¢ MAX.�® 14"MAX.O.C. o 4.051" 'jj-- 8" MAX. TO OPENING f I lo-� 0 e= P-HOOK HEIGHT O.C.�� � PERJAMB EDGE OF POCKET SEE w a ®' f 0 ANCHORS X X (SEE JAMB INSTALLATION o W O i f DETAIL DETAILS 'Jc'&'Kc', ro¢ i®' I o m o- P-HOOK BELOW) END PANEL SHEET 14& PART W MOUNTING ANCHORAGE DETAILS 'J'&'K', � "� -j 0 3"MAX. ADAPTERx24" MAX. (2 ANCHORS) SHEET 19 FOR _ I ANCHORS - O.C. P-HOOK L-__ 6"MAX. to- X X +2 ANCHORS X X X X - - x X x xxxxx �' `���END PANEL ANCHORAGE END PANEL X' x i x X X X X x X x x x X ' 6"MAX. ANCHORAGE(SEE ANCHORAGE '� X ' X X x x j' �„ SKETCH BELOW) (SEE SKETCH BELOW) +2 +2 "+2" ANCHORAGE +2 ANCHORAGE CENTERLINE 8"MAX.,TYP. 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 APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION,("+l"ANCHORAGE ONLY): ANCHORS MAY BE ADDED I ) DISTANCE TO NEXT 1 AS NEEDED TO ALIGN THE 1 2)ANCHOR LOCATION SPACING FOR ANCHOR f CLUSTER TO BE i 1 EXTERIOR HEAD OR SILL IF A SPLICE T QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24"O.C.,OR LESS 42" ) LCENTERLINE OF 21 � OCCURS AT THE P-HOOK. NOM. • INTERLOCK HEAD &SILL: 8" MAX. FROM FRAME CORNERS. USE MAX. PANEL - SEE "C5"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, O.C. NRDDIIC'n RENEWED WIDTH SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT —CENTERUNEOF END PANEL auidingyiegwit6the� DETAILS, SHEET 10 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Acceptance gCode FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR f Acceptapce 1Va���'d SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 5.64" Expiration iDaee11' "+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: Qy !S IA 3.5" O.C. MAXIMUM. 6" MAX. f VismiDoa PjwuctCelmvl' LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX.ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR 2-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. ANCHOR PAIR "+2"ANCHORAGE - REQUIRES SEE"C5" CLUSTER END PANEL "C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE (• 1 DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL �—AOSTRAGAL (2 ANCHORS) g 4.051" I 3.5" I MAX. • Ilt t , , \��`�6 .�Y LYNAI I � •��GENS�° ,�� i a EXTERIOR CENTERLINE +2"ANCHORAGE CENTERLINE +2"ANCHORAGE CENTERLINE _ No. 58705 OF PANEL 3 OF PANEL 4 OF PANEL 5Z _ SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS Description: !� I Q: 1070 TECHNOLOGY DRIVE O� S AT E O F � N ENICE,F 600 75 ANCHORAGE SPACING & EXAMPLE PLANS ( /�� F(ORIDA.. 'r -` Revsd By. Date: Revisions: CERT OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT �'SS/O -A t JR 04105117 C UPDATED EXAMPLE TO NEW ANCHOR QUANTITY. �/I �OI. \\ Drawn By: Date: Checked By: Date: 7noF Series/Model: Scale: Sheet Drawing No. Rev: A.L'IgN MILLI P.E. JR 02120114 SGD-670 NTS 9 22 PGT0128 C P.E.#58705 R ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL O SPLICE LOCATION 6" DIAG. 2.04" INTERLOCK—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK—]—IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE I r 3.5" r 1.75 EXTERIOR 6" DIAG. 1.75" 3.5 21" 4" DIAG. + 4" DIAG. + MAX. O.C. EXTERIOR 2.04" 2.04" 2.04" 21" f i67. 5.64" MAX. 7 � l lli I O.C. 3.5" 4" DIAG. 3.5" 1 EXTERIOR 7" EXTERIOR 7 i EXTERIOR ` 2-TRACK FRAME HEAD/SILL ID 2-TRACK FRAME HEAD/SILL D 2-TRACK FRAME HEAD/SILL 6" MAX. 1 5.64" ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK cD—ASTRAGAL OR INTERLOCK 1 2-TRACK 1 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") 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 II "C6"CLUSTER DETAIL) CENTERLINE 3.5" 2.04" 3.5" 3.5" 7„ ANCHORS MAY BE INSTALLED —00 21" EITHER IN THE EXT. OR INT. 2.04" 14" DIAG. 1 MAX. TRACK (INT. SHOWN) 4.08" 4.08" 1 O.C. I 2.04" NOTES: 5.64" 1. ALL DIMENSIONS SHOWN EXTERIOR 7„ EXTERIOR '�t7 4" DIAG. EXTERIOR ARE BASED ON MIN. 3.5" ALLOWED. R 3.5" r 6" MAX. 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL 2. FOR HEAD OR SILL SPLICE ASTRAGAL OR INTERLOCK @_ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR rRODVCT RENEWED (FOR SPLICE FOR SPLICED as complying with thefloc� ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: D�i®gCode INTERLOCK� INTERLOCK IF NEEDED (FOR SPLICE CONDITION, DO NOT INTERLOCK AcceptanceNo�--�• CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION Expiration Date—JI44-1.>2-.t IT- "C6" CLUSTER DETAIL) IF NEEDED ..,_.� 1.75, 3.5" 3.5" 7" 3.5'3. ��� 2.04" 4" DIAG. 2.04" 4" DIAG. 2.04" 2.04" 5.37" DIAG. 4.08" 4" DIAG. i I 2.04" Ilrr , � 777 EXTERIOR EXTERIOR 7"' EXTERIOR 7 3 5" 3.5 \�� N.. L.... � ��..• ICENS � � 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL I 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No. 58705 (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 CONDITION =-0 G• _ Description: ' F� 1070 TECHNOLOGY DRIVE O� S 1 ATE (V N.VENICE,FL 34275 ANCHORAGE, EXAMPLE CLUSTERS % ' .'O�ORIDP.• ' ti� Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM 10T . SGD - NON-IMPACT 's`S'O L JR 04105117 C NO CHANGES THIS SHEET. A./LYNN�IILI f4�P E. Series/Model Scale: Sheet: Drawinc No. Revr Drawn By: Date: Checked By. Date: JR 02120114 SGD-670 NTS 10 of 22 PGTO128 C P.E.#58705 2.04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR 1.ALL DIMENSIONS SHOWN INTERIOR P INTERIOR 7" / ARE BASED ON MINIMUM 6.12 / 4" DIAG. ° 4" DIAL. 8 94 ALLOWED. ° + 6.12" ° + 3.5" 3.5" 2. DETAILS DEPICT ANCHOR INTERIOR /� /� INTERIOR /� 7 INTERIO / 1 ° INTERIOR 1 ° QUANTITY AND SPACING, 903. 90° 3. EXTERIOR / AND WOULD BE IDENTICAL EXTERIOR ° EXTERIOR ° 4" DIAG. ° 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1"ANCHOR ° / ° ° 3.5" 4„ / 3.5" 4" 3.5" 3 5" 4r 4" 7" ° 2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 2.04" 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, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") "+2"ANCHOR 4.08" INTERIOR INTERIOR ° / 1 EXTERIOR 4.08" 2.04" 1 °+1"ANCHOR 4" DIAG. 4" �r INTERIOR 3.5" INTERIOR 7.41 3.5" 90° ° 7 135° CENTERLINE OF PANEL EXTERIOR ° t 3 I 3 5„ "+3"ANCHOR ° 4.08" 4.08" 7„ ° 5.37 DIAG. 5.37" DIAG. ° ° ° 2.04" CENTERLINE ° f 4" 3.5" 4 OF PANEL f 3.5' EXTERIOR 7 EXTERIOR 7" 4 INTERIOR ALL "+2"ANCHOR 7" ' DIAG. 90° CORNER 135° CORNER VIEWS EXTERIOR CENTERLINE OF PANEL n 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED ° AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. wtMODUCT RENEWED 6.12" ° as complying with the M INTERIOR INTERIOR 2.04 � Su>�ngCode 11J'^I12b'O.r r 2.04" Acceptance NO 6.12" 3 5" E:piratioo Uate__ 4rr EXTERIOR 5 88" ��OF NTERLINE ° ° INTERIOR PANEL "Lum IGROW, INTERIOR 90° ° 4' 3.5 135 2.04" "+3"ANCHOR l ° DIAG. 7" T ° 6.12" + 4" DIAG. ° 6.12" 3•5'/ 4.08" ° 7" EXTERIOR ° ° ° ° 2.04" 3.5" 4,r 3.5" ���llltl�l/ 4" DIAG. 3.5" EXTERIOR 7' EXTERIOR 4 2.04 CENTERLINE \���\�,O�Y.LY'v/V/�j//�ii 90° CORNER 135° CORNER OF PANEL ��� • L�GENSF 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ' ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL No. 58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT = s� (3-TRACK SIMILAR) .� •G 1 l 1070 TECHNOLOGY DRIVE Description: ATE OF� 41V N. VENICE,F 600 75 ANCHORAGE, EXAMPLE CLUSTERS LORIOP•.• /.�.... Revsd By: Date: Revisions: ,//v/ ONAL \��\ CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. /I I I I�� Drawn By.' Dale: Checked By: Date: IT Series/Model Scale: Shee(: Drawing No. Rev: A.LYNN MII ILR,P.E. JR 02120114 SGD-670 NTS °' 22 PGTO128 C 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: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/16"* 2-1/16"* 2-1/16"* NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS BASED a MAX. MAX. MAX.EXTERIOR Cif SHIM EXTERIOR e SHIM ON MVIN.AR OWED• SHIM _ 2. METAL OR WOOD EMBEDMENT: f f f f SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE7SEME NCHOR TYP., 2X WOOD SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A&ANCHORNCHOR 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 �a 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD e 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL) Aw WOOD INSTALLATION Bw WOOD INSTALLATION Gw 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 ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1 (1/4" MAX.) SHEET 1- 1 SHEET 1� 1 (1/4"MAX.) 1 (1/4" MAX.) — 1 EXTERIOR EXTERIOR EXTERIOR LEMBEDMENT: 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 S 2-TRACK FRAME SILL S 3-TRACK FRAME SILL E4-TRACK FRAME SILL WOOD INSTALLATION WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 rRODUCPRENEWBD "eomptying with Ut nedit EMBEDMENT: SEE Buiding Code I'dlTABLE A, SHEET 1 EDGE DISTANCE: Aceeptdoua —!6 Il2b•6 anee a'ton d--7 I SEE TABLE A, Exp'r Date EMBEDMENT: SEE METAL TYP., SEE SHEET 1 TABLE A, SHEET 1 EDGE DISTANCE: TABLE A&ANCHOR Misaii Dade QedRnctGaYb ° 2X WOOD EDGE DISTANCE: 2X WOOD O SEE TABLE A, NOTE 4, SHEET 1 � TYP., SEE ANCHOR I SEE TABLE A, TYP., SEE ANCHOR SHEET 1 NOTE 3, SHEET 1 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 i WOOD ANCHOR TYP., MIN. OF 3 &TABLE A, SHEET 1 �I SEE ANCHOR NOTES THREADS I I I I t t &TABLE A, SHEET 1 BEYOND THE , pNY LYNN� EXTERIOR j EXTfE�RIOR METAL �v v�� ' LIGENS 1/4" MAX. SHIM Imo- EXTERIOR V !HL SUBSTRATE Q�' 1/4" MAX. SHIM --�� 1/4" MAX. SHIM No. 58705 DE 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION �\ 1070 TECHNOLOGY DRIVE oescnpho" - 0, . SATE /F Cv\ N.VENICE,FL 34275 ANCHORAGE DETAILS (941)480-1600 True / � Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT //''`S�onlAL JR 04105117 C NO CHANGES THIS SHEET. 1 Senes/Model scat.: Sheet: Drawing No. Rev: A.L T UI L R',\P.E. Drawn 6y: Date: Checked 8y: Date: JR 02/20/14 SGD-670 NTS 12 �' 22 PGT0128 C P.E.#58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE * PER TABLE * PER TABLE * ON MIN.ALLOWED. A, SHEET 1 2-1/16" 2-1/16' 2-1/16" A, SHEET 1 A, SHEET 1 1/4" * DIAGONAL O.C. IS EXTERIOR _ ' ° - SHIM MIN 4" (HEAD & SILL) a _ 1 - 1 _ OR 6" (JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIO� DETAILS, SHEETS SEE TABLE A, MAX. MAX. 10 & 11. SHEET 1 SHIM SHIM 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 pE 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.) � 1 (1/4" MAX.) EXTERIOR EXTERIOR 1 EXTERIOR 2-1/16"* 2-1/16"* �2-1/16"* CONCRETE 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 6E pE 2-TRACK FRAME SILL 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION \,EcJ CONCRETE INSTALLATION Fc)CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —�a PRODUCT RENEWFD as complying with We Flmrwkk EMBEDMENT: SEE BnidingCode TABLE A, SHEET 1 ~� EDGE DISTANCE: Accept"Ce NO — —I<�'O EDGE DISTANCE: SEE TABLE A, Exp"•at1O° PROPERLY SECURED SHEET 1 �1.1.� •��---5� EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., ntif— ��,�: TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: NOTES &TABLE A, I SHEET 1 1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1/16" SEE ANCHOR NOTE 3, SHEET 1 I i CONC./CMU ANCHOR a 2-1/16" SHEET 1 TYP., SEE ANCHOR CONC./CMU ANCHOR a 2-1/16"* PROPERLY SECURED NOTES &TABLE A, TYP., SEE ANCHOR ml i 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, CONCRETE CONCRETE NOTES &TABLE A, I •` OR CMU III I 1 SHEET 1 OR CMU PER TABLE �� �i SHEET 1 ( CONCRETE EXTERIOR i PER TABLE I 4 � NY LYNN EXTERIOR I OR CMU EXTERIOR A, SHEET 1 A, SHEET 1 ��` �\>.�..°••..• •..��j ��� V 1/4" MAX. SHIM Ir PER TABLE •' �1GENSF A, SHEET 1 1/4" MAX. SHIM �� ' 1/4" MAX. SHIM IF No. 58705 DE 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB _ Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION \,LcJ CONCRETE/CMU INSTALLATION �. 1070 TECHNOLOGY DRIVE Description: STATE O (V�� N.VENICE,FL 34275 ANCHORAGE DETAILS F (941)480-1600 rise. i/��1 ' .�Or21�P.•'' \`\� : Date: Revisions: 7 T. CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT /7 Revsd By. /S/0 l\I/�� JR 04/05/17 C NO CHANGES THIS SHEET Drawn By: Date: Checked By: Dale: O Series/Model Scale: Sheet: Drawing No. JR 02120114 SGD-670 NTS 13 ct 22 PGTO128 C 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 EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU O c SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: &TABLE A, SHEET 1 26 ANCHOR NOTES & TABLE A, SHEET 1 FOR ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SHEET 1 28 ILLUSTRATION, SHEET 9) e 1-1/4" MIN. EDGE DISTANCE SUBSTRATES. EXTERIOR EDGE DISTANCE: SEE 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: °. 2s SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 AND P-HOOK EXTERIOR SHEET 1 ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., fZ ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE E P-HOOK FOR USE WITH FLAT SILL RISERS pE P-HOOK FOR USE WITH FLAT SILL RISERS �^ PARTS#18, #20,#22 OR#24, Jc 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 EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; 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 A, SHEET 1 SUBSTRATE 28 &TABLE A, SHEET 1 EMBEDMENT: ° (ALSO SEE TYP. (ALSO SEE TYP. ILLUSTRATION, SHEET 9) rRODUCT RENEWHO ILLUSTRATION, SEE TABLE A, ° ° 28 as complying with fledds EMBEDMENT: SHEET 9) SHEET 1 : ° ° . Acceptance e SEE TABLE A, ° Excirai�ne�e' 1 ,D y EDGE DISTANCE: SEE p -� L SHEET 1� TABLE A, SHEET 1 _ ° ' 1-1/4" MIN. EDGE DISTANCE By MiamiDstde f 30 f 30 t fff--lij P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP., SEE ID &TABLE A, SHEET 1 ANCHOR NOTES &TABLE ::j:v (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) eP-HOOK FOR USE WITH BOX SILL RISERS pE P-HOOK FOR USE WITH BOX SILL RISERS NN Kw PARTS#19, #21, #23 OR#25, Kc PARTS#19, #21, #23 OR#25, "' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR � ' ��FNSF (SEE TABLES 1A, 2A&3A MOUNT (SEE TABLES 1A, 2A&3A MOUNT No. 58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY !tATEO 4�S Description: 10 TECHNOLOGY N. VENICE,, 34275 DRIVE ANCHORAGE DETAILS %�(� .F<OP,IDP.•w'\ \�� (941)480-1600 Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT �'�� /if®IV�L \\�� JR 04105117 C NO CHANGES THIS SHEET. SerieslMdel Iscale: Sheet: OrawingNo. Rev: A.LYNN MILLER,P.E. Drawn By: Date: Checked By: Date: JR 02120114 SGD-670 NTS 94 nt 22 PGT0128 C 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 WIDTH SHEET 18; INSTALLATION -� DETAILS 'Aw' &'Ac',� EXTERIOR SHEETS 12& 13 ' 90° PANE PANEL TYPE PANEL PANEL CORNER DETAIL'N2', TYPE 1QS1 'AS' TYPE SHEET 19 & CORNER A' NOM. MAX. UNIT W ANCHORAGE SHEET 11 ' MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL ' WIDTH TYP. DLO PER 'M', SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS Gw' &'Gc', SHEETS 12& 13 90° SILL DETAIL'D', SHEET 18;7' INSTALLATION DETAILS EXAMPLE: 90' 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" tRODUCT RENEWED #10 X 1-1/2" PH SMS as complying with the l+lori" PH SMS 33"ngCode Acceptance NaZr Expiration Dice I PANEL CORNER FRAME CORNER DETAIL DETAIL ��!IIIII NOTES: ���\�oNY LYN ��i'',% 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. ` �`� ,•''OGENSF' PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Q-•' ,_ 2) (1) LOCK(ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ PLO. 58705 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. -)3 G I►� �A1 1 Description: 1 ` 1070 TECHNOLOGY DRIVE Q�'. S ATE F N_ ENICE,F 600 75 ANCHORAGE DETAILS/EXAMPLE ELEVATION �Title. ���5 .•F(ORIDt' N��� Revsd By: Date: Revisions: CERT OF ALITH.#29296 SERIES 670 ALUM. SGD — NON—IMPACT ''�S/ONAL JR 04/05/17 C NO CHANGES THIS SHEET. series ModeC Scale: sheet: Drawing No. Rev: '1 I�1( I t Drawn By.' Date: Checked By: Date: 7noF A.LYN MtLL��,P.E. JR 02120114 SGD-670 NTS 15 0' 22 PGTO128 C P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 �V, SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; � 1INSTALLATION DETAILS 'Gw'& 'Gc', SHEETS 12& 13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET 2SHEET HEADER DETAIL'A', SHEET 18; MAX. 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 rP7 PANEL PANEL PANEL 'R' 'L' 'D' 'A' TYPE TYPE TYPE x ° INTERLOCK DETAIL MAX. 'CS' 'QS' K MAX. 'M', SHEET 19 M. UNIT UNIT ' PAONEL HEIGHT SILL DETAIL NOM. HEIGHT 90° OUTSIDE CORNER / WIDTH TYP. / / PER 'D', SHEET / PANEL PER DETAIL'N1', SHEET 19 & MAX. PER SEE TABLES 18; MAX. I / SEE CORNER ANCHORAGE DLO / WIDTTH TYP. NOTE 2, TABLES SHEET 11 TABLES 1-3 NOTE 2, 1-3 INSTALL DLO HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR Dw' & 'Dc', O X SHEETS 12 a EXTERIOR NOM. PANEL & 13 WIDTH TYP. X X X 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: 90' 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� �MB HEADER DETAIL'C', SHEET - HEADER DETAIL'B', SHEET 18; 1 _� 18; INSTALLATION DETAILS JA DETAIL'H2', SHEET P HOOK DETAIL'J' &'K', SHEET INSTALLATION JAMB DETAIL'12', SHEET 8; INSTALLATION 'Cw'&'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw', 'Hw'& 'Hc', SHEETS 12 & 13 'Jc', 'Kw'&'Kc', SHEET 14 DETAILS 'Bw' &'Bc', DETAILS 'Iw'&'Ic', SHEETS 12 & 13 SHEETS 12& 1777 MAX. UNIT WIDTH MAX. UNIT WIDTH V MICTRENEWED as� F with the l�bd&, ----- ActeptuceNa 1MIng Code 9 i -01 PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL E�,uatio�Date a# TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE t u, ,R, ,L, ,M, ,F, I ,M, ,F, ,F, ,p, Q I MAX. MAX. UNIT NOM. W'o i NOM. UNIT HEIGHT PANEL z a PANEL HEIGHT PER WIDTH TYP. ui W / / WIDTH TYP. / PER TABLES MAX. / / SEE PER / cY,Q I SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 --NOTE 2, DLO TABLES 1-3 1-3 HEIGHT W I HEIGHT SHEET 15 I SHEET 15 I `���Ilrrrrl a a a a a ANY LY/V O X X X I X X X O \ / J � � EXAMPLE: OXXXp SILL DETAIL 'E', SHEET 18; EXAMPLE: XXXO SILL DETAIL'F', SHEET 18;�✓ = ;' No. 58705 INSTALLATION DETAILS BY-PASS) INSTALLATION DETAILS (3-TRACK, RIGHT POCKET) Ew' &'Ec', SHEETS 12& 13 (4-TRACK, 'Fw'& 'Fc', SHEETS 12 & 13 1070 TECHNOLOGY DRIVE Description: o� N.VENICE,FL 34275 EXAMPLE ELEVATIONS �� .'`OR10 % (941)480-1600 Title: /// \\\ Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT '��;s'OnIAL JR 04105117 C NO CHANGES THIS SHEET. I I/I I I `�`, Drawn By: Date: Checked By: Date: 2 TSeries/Model Scale: Sheet: Drawing N°. Re°: A.LYNN MILLER,P.E. JR 02/20/94 SGD-670 NTS 16 22 PGTO128 C 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 INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER 135 RECEIVER 135 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER W/HANDLE W/HANDLE #118 #118 #31 #31 #120 4 t119 061 #118 #61 #61/ #61 0 #61 �0 SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW OUT (BOX OUT) SINGLE INTERLOCK O Q E P A C C I C SQ SC SA S V S W I N (BOX OUT (BOX IN) FIXED RR R S S FD FC FV FW STILE (BOX OUT) (BOX IN) LOCKSTILE D n A W/HANDLEfy- '�// (BOX OUT) (BOX IN) uJ ASTRAGAL PANEL NOTES: L R 0- BOX OUT >_ W/HANDLE (BOXOUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL F- ASTRAGAL A/ SIZES & DESIGN PRESSURE. JBOX IN I V LEFT 4INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (BOX IN) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL T I I STILE EXTERIOR STILE AND ARE NOT AVAILABLE. (n BOX OUT v 3. 90'ASTRAGALS TO USE HEAVY-DUTY STILES (BOX OUT) (BOX OUT) (#61), CORNER RECEIVER (#118)AND EITHER PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND LL ASTRAGAL T U EXTERIOR (#119)OR INTERIOR(#120)CORNER LU BOX IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J (BOX IN) (B INT CORNER 4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES RT Cl #61 AND CORNER ADDON (#31). 90 LOCKSTILE ( ) ( ) J W/HANDLE#120 LLJz EXT CORNER SILL RISERS OPTIONS �{ 232" 232" z 90 LOCKSTILE Q W/HANDLE#119 Q T QS .232" EXTERIOR 232" I EXTERIOR -� .062" EXT CORNER#61 CT CS Fi EXTERIOR90 RECEIVER` EXTERIOR .062" !'4+:OIDiJC3'RENEWED W/HANDLE .062" 4.055" as complying with the Ffurwfi #118 a 2.555" 3.305" Buiding Code INT CORNER #61 1.567" Acceptance Na 90 RECEIVER .062" Ezpiratio�e i[kte W/HANDLE #118 AT , AS DF E" l�1` #118 SILL JAT mumt god13Y EXTCORNER CF 18* FLUSH,SER2 20 LOW, FLAT 22 MEDIUM,I31/4AT 24 HIGH,4"ER, FLAT 90 RECEIVER " #61 EXTCORNER #31 -�{ 750" -- 1 r- .750" 135 RECEIVER� VT VS VF I EXTERIOR W/HANDLE #61 � .750 EXTERIOR .062" #31 EXTERIOR EXTERIOR i 062" INT CORNER 906" a 4.055" 35 RECEIVER W T WS WF I a 062" Ll 3.305" W/HANDLE #61 062" 2.555" \_ICENS1A_ O 19. OX SILL RISER, B * 21 SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER, BOX ` \I- .. ' FLUSH, 1-1/2" O LOW, 2-1/2" O MEDIUM, 3-1/4" O HIGH, 4 _- �. No.58705 * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 =-D � . c� : ,�Z Description: 1070 TECHNOLOGY DRIVE N. VENICE,FL 34275 PANEL TYPES �0� •, ATE F &\ (941)480-1600 rue: �� 40RIOP.•'' N Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT �'/SS/(� JR 04/05/17 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: OT Series/Model: Scale: Sheet: Drawing No. Rev: JR 02120114 SGD-670 NTS 17 "t 22 PGTO128 C P.E.#58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 FULL LENGTH 14 75&107-110 14 106 OF JAMB 5 G3 60 OR 61 5 60 OR 61 DE 16 F7XG1 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6" LONG CLIP#105 WITH FOR FIXED W/ RETAINER#106 OPERABLE LOCK PART 113 105 �p PANEL) gp PANEL CLIP 75&107-110 MIDSPAN (SHOWN WITH SEE DETAIL G2 FIXED PANEL TO LOCK PART 5 THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 600R61 EXTERIOR PANEL CLIP 103 14 15 5 C 112 pE 16 17 123 FULL LENGTH G2 4o G4 60 OR 61 #10 X 3/4" OF JAMB EXTERIOR SMS,X 3 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR 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 Sp ��I^ (SHOWN WITH pE (SHOWN WITH pE (SHOWN WITH e(SHOWN WITH (SHOWN WITH MIDSPAN FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR ID EXTERIOR 2 112 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 e a aA PRODUCT REHKWED SHOWN WITH pE pE 2-TRACK W/SCREEN E 3-TRACK 4-TRACK MAX. UNIT as complying with the nalft Buidita Code OPT. SCREEN FRAME HEAD eFRAME HEAD C FRAME HEAD HEIGHT PER Acceptance I -J(24 01 TRACK TABLES 1-3 Expiration Dat r< <. ��Dale . 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 � 72 OR 73 � 72 OR 73 46 11 113 D9 10 11 11 48 47 p 8 EXTERIOR 112 5 113 113 i 5 5 n�AY.I.YN/V�''%, DE 2-TRACK W/SCREEN pE 3-TRACK pE 4-TRACK \ L�CENSF e FRAME SILL F FRAME SILL �•' f3 eFRAME SILL _ No. 58705 '.Description: * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1070TECHNOLOGVDR/VE 4u 1-3, SHEETS 6-8 FOR DP PSF ASSOCIATED WITH STILE. N. VENICE,FL34275 VERTICAL SECTION DETAILS ��� T.gTE CORiD�,• ' ���� ( ) (941)480-1600 Title: / S RevsdBy: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670ALUM. SGD - NON-IMPACT �'�,S�O�jqL JR 04105117 C NO CHANGES THIS SHEET, l SerieslModet Scale: Sheet Drawing No, Rev: A.LYtJI�MILLEI�,`Y.E. Drawn By.: Date: Checked By: Date: � JR 02120114 SGD-670 NTS 1' nt 22 PGTO128 C P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 JEXTERIOR 2a 7 30 113 ID 63 27 63 11 26 103 62 Ill 63 60 OR 61 600R61 29 65 29 14 M II 120 65 65 5 62 EXTERIOR 111 62 90° EXTERIOR eE P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR (EXT. OR INT. MOUNT) e EXT. MOUNT ONLY INTERIOR LOCK PART 60 OR 61 103 LOCK PART 103 LOCK PART 75&107-110 75&107-110 75& 107-110 61 5 DE INTERLOCK M 14 113 60 60 61 61 118 5 11 EXTERIOR 113 EXTERIOR 113 113 103 119 �EXTERIOR 7 67 68 * ITEM#61 (HEAVY-DUTY STANDARD ASTRAGAL#67 E WITH STANDARD STILES#60 DL2 WITH HEAVY-DUTY STILES 90' INSIDE ER STILE) SHOWN, ITEM#60 ES#61 E�\HEAVY-DUTY ASTRAGAL#68DN1 2 TRACK SHOWN 90' OUTSIDE CORNER N2 2 TRACK SHOWN (STANDARD 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 rrRODUCT REI4EWSD 4 INTERIOR LOCK PA-110 RT as complying whb dw Bbdb 75&107 guiding Code 5 Acceptance No tl^(���•�r 135° 5 4 INTERIOR gV Expiration[TateJ,� —�,�,Ey`S" 11 rt i . ---�� 11 � 7 135° 14 5 61 32 103 61 32 EXTERIOR 61 11 5 111111f! , 75& 107-111 PART 0 31 103 61 EXTERIOR 14 7 DE 135° INSIDE CORNER \ YCEN LY��'LJ���//ice 02 2-TRACK SHOWN . SF ! e135- N0. 58705 OUTSIDE CORNER2-TRACK SHOWN = �• :• ••. � 1070 TECHNOLOGY DRIVE Descripti°nr — O� . SATE OF ' �46 N.VENICE,FL 34275 HORIZONTAL SECTION DETAILS, CORNERS '•.'CORIDA.• \�; (941)480-1600 RevsJRy Date:04/05/17 ReviC ns: NO CHANGES THIS SHEET CERT.OFALITH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT ///ss//ONAL \� Drawn By: Date: Checked By: Date: Senes/Model Scale: Sheet: Drawing N°. Rev: JR 02120114 SGD-670 NTS 19 of 22 PGTO128 C A.LYP.E.#58705 P.E. Item PGT Item PGT NOTES: 9• 9• # Dw # PGT# Description # Dw # PGT# Description 1)ALL ALUMINUM =6063-T6 1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2) ITEMS#33-39, 56-59, 66, 81, 84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121 & 122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP. -THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16" MASONRY USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL M 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24" MAX. O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X 3/4" HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL. ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899, DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032X1 FPFX #10-32 X 1" FL. SS SCREW W/TYPE"F"TIP 17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT, FLUSH, 1-1/2" 78 17358 617358 3/16& 1/4" BEAD 19 17319 617319 SILL RISER-BOX, FLUSH, 1-1/2" 79 17357 617357 1" IG BEAD 20 17321 617321 SILL RISER-FLAT, LOW,2-1/2" 80 17359 617359 7/16"BEAD I FIXED PANEL CLIP 21 17318 617318 SILL RISER-BOX LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT, MEDIUM, 3-14' 83 61745 1745 LOWE INC, 1/2"X 1/16"SGL. SIDE ADH.TAPE, POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM, 3-1/4" 100 8052 48052 ROLLER ADJ. HOLE PLUG 24 17323 617323 SILL RISER-FLAT, HIGH,4" 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71696 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8186 78186X 1" KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6" LONG 29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16" 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN, USED WITH#75 31 17376 617376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE, USED WITH#75 32 17378 1 617378 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT. WITH THUMB TURN, USED WITH#75 ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL, USED WITH#75 PRODUCT11019M 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 71 OX34PPSDAX #10 X 3/4" PH. PN. TEK-S.S. as complying W t "M 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, 270 X.170-FIN SEAL guiding Code Acceptance 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230"FINSEAL Expiration Date0�—� 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2" By 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" Dnds Miami 45 4317 612256 SCREEN TOP RAIL 116 720X1X #14-20 X 1"S-S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20 X 1-1/2"S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST. STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 1 123 1 17352 1 617352 IFIXED PANEL RETAINER, 7/8" 51 1692 61692 SCREEN SPLINE-.165" 52 1694 61694 SCREEN SPLINE-.150" 53 61816C20 SCREEN CLOTH 54 1725 1/2"X4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5 \ �_ICENSF 55 1726 1"X 4"X 1,116"SET. BLOCK. NEOPRENE 85+!-5 _ No. 58705 l/ lq441 ; 1070 TECHNOLOGY DRIVE Des°dFN°n: 0� FTATE OF N.VENICE,FL 34275 PARTS LIST �ORIDP.• (941)480-1600 Title: ,O��1� Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT ��,l l l I I I JR 04105117 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: 2eT Seies/M°deL Scale: sheet: Drawing No. Rev A.LYNN MILLER,P.E. JR 02/20/14 SGD-670 NTS 20 °t 22 PGTO128 C P.E.#58705 5.069" 8.562" 0.080 -1 1.36" 1.36" 1 1 � � 1.872" 1.211" L-tJ 1.505" 7 f 0.081" 0.062" �!-71 1.019 FT0.081" 0.081" -� O(6063-T6 AL) 10 (6063-T6 AL)SILL 40 STIREEN f 6.198" (6063-T6 AL) 6.198" - 6.526" 0 5.069" 0.080" 1.045" 1.211" LJL 1.505" L-11. 1.993" 0.062" rFT, --f f 0.081" O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" - 2-TRACK JAMB W/ 6.221" I 15 SCREEN TRACK 0.080" � (6063-T6 AL) � 1.36 " 1.505" 0.875" 1.211 1.36" 1.993" 0.062" 0.081 ' O 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0081" - N- (6063-T6 AL) (6063-T6 AL) . SCREEN 46 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" �I 0.081" 0.080" rk0i3UC-r RCNFWEU 1.505" 7.105" as complying with the nod& FF1.2y11" l Buidiog Code �g_ 7L-C) Acceptance N10 1 _L Expiration fklt- 1-L.lWu-'-�2� 9.141' 0.081" 04-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) WudPjMk 1.514" 0.060" j0.062" 1 1.260" 0.532" 0.760" 0.060" f f 1.516" t If 1.990" ;`���iIIII�Iii FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN s ADD-ON 12 ADD-ON 13 END ADD-ON 1s 3-TRACK JAMB �icErvs� •��� (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) Z. REQUIRES MIN. #10 SMS REQUIRES MIN.#10 SMS = No. 58705 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) J �' lot T . 1070 TECHNOLOGY DRIVE Description: o STATE F ^ N.VENICE,FL 34275 EXTRUSIONS ORIOP•• G\�\ SEE SHEET 17 FOR SILL RISERS. S'i \\ (941)480-1600 Tine: / � ^� RevsdBy: Date: Revisions: CERT.OF AUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT I I Vj A1.,�\\`�� JR 04105117 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: Series/ModeC Scaie: Sheet DrawingN°. Rev A.LYNN MILLER,P.E. JR 02/20/14 SGD-670 NTS 21 °' 22 PGT0128 C P.E.#58705 0.718" -� 0.$3" n �1 I r+ 2.304" --��{{ r a 3.802 �-A i 3.802 � I � 0.752" 1 � 0.752" + I - 1 0.885" 0.574 0.796 „ 1.163" 0.062" 0.080" f 0.062" A L 0.264" 0.075 0.233" 0.062 i f SILL P-HO DFRAME VER 11 TRACK 2s P-HOOK 28 ADAPOTOR MOUNTING 29 C-OHOOK SCREW 0.080" J 3o P-HOOK FOR BOX RISER SCREW CO (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4 4 l 155" + 2.30" 1.488" 1 1.739" 0.080" 0.830" 0.062" 1.600 0.133" 1.600 0.062" 1 1.3103 l 080" 1.870" 1.888" 1 1 .016 1.974" -�1 11 � 0.325" 2.44" 3.125 3.125" 1 0.062 31 135° CORNER INTERLOCK INTERLOCK 32 135° FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE s2 O(6063-T6 AL) O(6063-T6 AL) O (6063-T6 AL) O(6063-T6 AL) O s5ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 1.050" 1.050" 1.050" f0.075" A 0.075' 1.645" 0.062" 1.645" 1.304" 289" f .045" � 611 .849" .045" � .045" �-- I-� 3.25' ►I 0.125"' 0.281., _J L s7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 79 BEAD (I.G.) GLAZING 8o BEAD, F XE GLAZING �$ /16" 1/4 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) t•RoDUCT filE;NEWBii (6063-T6 AL) PANEL CLIP BEAD as comph-mgWRb*eRma (6063-T6 AL) (6063-T6 AL) guiding Code _ 1.003" .hccfptanceN9 1.03" EzpiradOn __A_ ._=i:.G2-1- 0.050" J 0.757" 4" 5.621" A yJ, Dade • C. } E 0.080" FIXE 105 PANEDL CLIP � 0.709" 2•893�� � f 0.133" (6063-T6 AL) s- 1.498" 0.1353" 1.498" L 0.080" .550" + 0.863 - L4" - liiirrr/ 0.709" FIXED PANEL 5.621" �� � 77 123 RETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL \�� aONV LY,V/V�� 0.080" � - (6063-T6 AL) 2.826 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �t`�'i ( 6063-T6 AL) No. 58705 FIXED PANEL 118 90° INSIDE/OUTSIDE _ 106 RETAINER, 9/16" CORNER RECEIVER = (6063-T6 AL) (6063-T6 AL) � 3 �� Desoriplion. SO S I TE ) .'•/i 1070TECHNOLOGYDR/VE '. N.VENICE,FL(941)480-160075 TEXTRUSIONS - ;�ill. ��s � OR.... Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 670 ALUM. SGD - NON IMPACT IVAL JR 04105117 C NO CHANGES THIS SHEET. 11 I 1. ` Drawn By: Date: Checked By: Date: O Series/rtnodel: Scaie: Sheet: OrawingNo. Rev: A.LYNIV MILLER,P.E. JR ate: 14 SGD-670 NTS 22 °r 22 PGTO128 C P.E.#58705