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HomeMy WebLinkAboutNOA, SLIDING GLASS DOOR i ' MIAMI•D E MIAMI-DADS CO TY EM 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 i 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-770"Aluminum Sliding Glass Doors w/90'& 1350 corners—L.M.I APPROVAL DOCUMENT: Drawing No.PGTO130 Rev C,titled"Series 770 Alum. SGD-LM Impact",sheets 1 through 22 of 22,dated 10/10/14 and last revised on 11/22/19,prepared by manufacturer, signed and sealed by Anthony 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: Large and Small Missile Impact Resistant Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&I, 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,1 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. j i 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#17-0420.12 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. I NOA No. 19-1126.03 %MIAMIOADE COUNTY Expiration Date: February 17,2025 Approval Date: January 09,,0 0 i PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 1. Evidence submitted under previous approvals under file 915-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files See below) 2. Drawing No. PGT0130,titled Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14,with revision A dated 10/08/15,prepared by manufacturer, 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 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.(Submitted under NOA No. 14-0123.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.:, FTL-5980-R,FTL-6001-R and FTL-6015-1; ,which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E.(Submitted under NOA No. 09-082610) Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL- 6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) ` 3. 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 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-1126.03 Expiration Date: February 17,2025i Approval Date: January 09,2020 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their"Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`Edition(2014), dated October 8,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries,Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90°&135' corners-L.M.I. expiring on 02/17/20. 2. Evidence submitted under previous approvals under file 916-2609.06 A. DRAWINGS 1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference 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/ PS, 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, alll signed& sealed by Idalmis Ortega,P.E. C. CALCULATIONS (Submitted under previous NOA) 1. None. D. QUALITY ASSURANCE I 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition(2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries,Inc. for their Series "SGD-770' Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I., expiring on 02/17/20. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-1126.63 Expiration Date: February 17,2025i Approval Date: January 09,2020 E-2 PGT IndustriesInc.,I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file#17-0420.12 A. DRAWINGS 1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed,by Anthony Lynn Miller,P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-6`h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90°&135' comers -L.M.I., expiring on 02/17/20. i 4. 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. I C. CALCULATIONS(submitted under file#17-0420.12) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6t'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# 17-0420.12, expiring April 07, 2025. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge Min.O.C. Min. 0 o Group Anchor Type Member Substrate Distance Distance �hedmentor INCLUDING POCKETS & 90 /135 CORNERS Metal Thickness 01218-8SMS, Southern Pine(SG=0.55) 9116' P718' 1.3/8, GENERAL NOTES IF,=60 ksi,F„=95 ksi) 6D63-T5 Aluminum 318" 0.090° 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 Ss SMS, AnA36 steel 318" 0.050, 2)DESIGN PRESSURES: A (Fy=90 ksl,F„=110 ksl) Gr.33 Steel Stud 31V 0.045'(18 Go) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min 2.22 ksi 1-1/2' 1-Tr B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114°FJcoAggre-Gator® Jamb I P-hook Filled Block ASTM C90 2" 2' C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksi,F-96 ksi Jamb I P-hook Hollow Block ASTM C90 Y 3' 1-1/4' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS A9 Southern Pire(SG-0.55) 1' 1° 1.318• PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel SMS(Gr.5) Southern Pine(SG=0.55) 9116' 719 1.318" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min of3 threads beyond All 6063-T5 Aluminum 318" 9116' 0.090' CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 3 8" 9116, 0.050' Gr.33 Steel Stud 3/8" 9116" 0.045' 18 Ga 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Eico UltmCorlm All Concrete(min 2.85 ksi) 1' 4' 13 8 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C F,=155 ksi,F=177 ksi Jamb 1 P-hook Hollow Black(ASTM C90) 1' 6' 1-114' NARROW JOINT SEALANT. All Concrete(min 285 ksi) 2-1/2' 4' 1-3/8' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4"Elco UltmConO WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. F,=155 ksi,F=177 ksi Jamb I P-hook Filled Block ASTM C90) 2-1/2' 4' 1-3/4'Jamb I P-hook Hollow Block ASTM C90 2-112' 6' 1.1/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head I Sill Concrete min 3.35 ksi 1' 4' 1314' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 114.410 SS Elco CreteFl.@ Jambi P-hook Concrete(min 3.35 ksi) 1' 6' 1-3/4' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi,F=189.7 ksi Jamb/P-hook Hollow Block(ASTM C90) 2.11Z 6' 1-1/4" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. AO Southern Pine SG=0,55 1' 1' 1-3f8' 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B.SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE Glass Description(Listed from Extedorto Interior) ANCHOR NOTES Type G3 7/16'Laminated:(2)Utes of 3116'HS Glass with.090'PVB kdedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9/16'laminated:(2)Liles of 1146 HS Glass wish.090'PVB Intedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7/16°Laminated:(2)Utes of3116'KS Glass Wth.090'SG Imedayer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A 9116'Laminated:(2)Utes of 1/4'HS Glass with.090'SG Inlenayer G5 1'Laminated LG.:3116'T Exterior Cap+31W Air Space+7/16'Laminated;(2)Liles o13/16'HS Glass with.090'PVB Inlerlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA 1'Laminated I.G.:1/4'T Exterior Cap+5/164 Air Space+711V Laminated;(2)Ules of 3116'HS Glass with.090"PVB Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2°THICK. rHU11 L1CT RF.NtiWPD G6 1'Laminated I.G.:3116'TFxterior Cap+318'Air Space+7ltti Laminated;(2)Utes of 3/16'HS Glass won.090"SG Intedayer PROPERLY SECUREDx remplyiogwith thebb /A d GBA 1'Laminated I.G.:1/4'T Fxtedor Cap+6116'Air Space 71167 Laminated;(2)Ules of 31164 HS Glass with.090'SG Inted ,1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS aayer Duiding Code 1pp I1Z6,� G7 7/76'Laminate d:(2)Utes of 3116'ANN Glass v4th.09D'SG Intedayer DEPICTED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS pcceptancc Na3 G7A 9/16'Laminated:(2)Utes of 114'ANN Glass wi1h.090'SG trdedayer DEPICTED AS 2X ARE 1-112°THICK OR GREATER.1X AND 2X BUCKS 6apiratloa Date Z)� GB 1'Laminated I.G.:3/16'T Exterior Cap+318-Air Space+7116'Laminated;(2)Utes of 3/16'ANN Glass with.090"SG Intedayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER A �Sk 1 L •,,,�,-, Dy GSA Laminated I.G.:114'T Exledor CaD+6/16°Air SDace•7/18'laminated;(2)Utes of 3/16'ANN Glass vrith.090"SG Inledeyer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF tL�tead F7vdttf Cf� °ANN'=ANNEALED °HS'=HEAT STRENGTHENED RECORD&TO BE REVIEWED 8Y THE BUILDING OFFICIAL. 'r=TEMPERED o GENERAL NOTES.............1 :PVB*=.090°TROSIFOL PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS SG'=.090'SENTRYGLASP BY KURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 . REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4.5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES 6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 1 11 1 I 1 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, ' SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15.16 DONE BY OTHERS MUST FULLY �� Y LYNN PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �rpN, CODES/STANDARDS USED: CROSS SECTIONS............18,19 _,•' VICENSF -•�( o2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....... THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF - Q; ....20 •••'•••... SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED No.58705 e2014 FLORIDA BUILDING CODE(FBC),STH EDITION EXTRUSIONS....................21,22 7�f: oASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED- _ oANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. =p SIS(AREil oALUMINUM DESIGN MANUAL,ADM-2015 -A151S100.12 f070TECHNOLOOY DRIVE" %O ,(4�` eAISC 380.10 N VENICE.FL 34276 GENERAL NOTES AND MAP %'�� • '`coR1oP,.••��'� (941)480.1600 r i s "•......• G�� r w Few CERT.OFAUTH.929296 SERIES 770 ALUM.SGD-LM IMPACT JR Z05t17 C UPDATED TO FBC 2W 7,REVISED TABLES 1,Z 3 8 A sn..r ,,, I ® swvuar ama o,owc na A.LYIG1110 LL�b.P.E. ovn er wi•: ammey oara SGD-T70 NT$ 1 -22 PGTO130 aC P.E.#58705 JR 10/10714 TIONS NOTES: GU EXAMPLE CONFIGURATIONS ALLICONF) IGUURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jve,"Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE MOM.PANEL WIDTH MOMACN .PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 , 13 PER TABLES 1-3 1 13 CAN BE OXXXp. r t -t� i i O A &135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1z 19 i OF ANY 2 STRAIGHT CONFIGURATIONS. w Jc _ MAX.UNIT 13 / 1 1 w a:.w 3 19 14 1 i o c' 3 FOR MOM.PANEL WIDTH,SEE TABLES 1-3. 1� h MAX.UNIT ) HEIGHT - / - t 14 1°¢ HEIGHT / s PER TABLES 1-3 / i<a PER TABLES 1-3 "X"=OPERABLE PANEL, I 10�o z'w w "O"=INOPERABLE PANEL, 1 POCKET j a POCKET i s "P•=POCKET DETAIL LETTER x °w°=WOOD OR METAL INSTALLATION 1 PANEL 2-PANEL q"c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 1 13 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH c DLO WIDTH=MOM.PANEL WIDTH-7° c c DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MOM.PANEL WIDTH c MOM.PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 1 13 t _J\ _ PER TABLES 1-3 I Jw Jc Q!V1 Jw Jc I ¢ 113mt t 1 14 I i CLL9 19 14 14 I W W 19 19 I W O W MAX.UNIT ° c 1 o g o MAX.UNIT 1a to 1 o a o HEIGHT 1 13 1a 1 t a n HEIGHT I a y 19 1 ItiQ¢ 12 191PER Lu PER TABLES 1-3TABLES 1-3 POCKET a y w 3-PANEL CONFIGURATIONS E cJ 4-PANEL CONFIGURATIONS PRODUCTReNEwea 1 13 13 1 13AIg 13 m complying with the Flar{& Guiding Code Amcplenee No l i—I I26.03 MAX.UNIT WIDTH MAX.UNIT WIDTH E pimtiun Untejv2r MOM.PANEL WIDTH oy Is& MOM.PANEL WIDTH 3 , , , PER TABLES 1-3 3 Mtaml Ddu nACa+,Ne6 PER TABLES 1-3 1 3 Gc Jw Jc 1 1 13 1 13 19 1 19 19 4 1 I 19 K MAX.UNIT 1 t3 is t9 is 1s / 14 14 i z e h MAX. G TIT / p9 0 / NOTE HEIGHT 1 13 1s s 1s ` w PER ,y ' / z,THIS PER TABLES 1-3 / / / / // i uj` TABLES 1-3 0 / SHEET. „I1 I III, LYfVN POCKET I '" I EXTERIOR 1 3 �\ `r�•"..•.'•'•��/ oc 5-PANEL CONFIGURATIONS CORNER TYP.w F =� No.58705 13 , , , 13 _ (OUTSIDE CORNER SHOWN, _ - INSIDE CORNER SIMILAR) - 0 I� 1 1070 TECHNOLOGYDR/VE c1'4 %�� STATE F�.,•'.((�: N.VENICE,FL 34276 EXAMPLE CONFIGURATIONS " '" F<omo*.. I6411460-1600 %�S '••..... Q0�. oY tee' namo+s.' CERT.OFAUM.K29296 SERIES 770 ALUM.SGD-LM IMPACT �'�,/CNAL JR 04/05ti7 C NO CHANGES THIS SHEET, y,m s snax a,,,,yb - A.NV AMI(LA'P%.E. JR 10110114 SGD-770 NTS 2 °'22 PGTO130 C P.E.#68705 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 A w " C EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 12 3 t pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —J r--- CAN BE OXXXp. Jw Jc 1 1 13 t 182)90°8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 13 19 1e 1 1 14 14 12 ao OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 i3 s 1e i'a I w w 3)FOR NOM.PANEL WIDTH,-SEE TABLES 1-3. 96'OR120° / / / / / / I0�re i n W "X"=OPERABLE PANEL, POCKET i y "0"=INOPERABLE PANEL, _l�r___� "p"=POCKET 6-PANEL CONFIGURATIONS E 1 13 13 1 1 DETAIL LETTER MAX.UNIT WIDTH x w =WOOD OR METAL INSTALLATION "c""=CONCRETE INSTALLATION NOM.PANEL WIDTH c• SHEET NUMBER PER TABLES 1-3 t 13 1 13 t 13 Jw J i DLO WIDTH=NOM.PANEL WIDTH-7" Ent. is 19 1 t t 1st4 t4 DLO HEIGHT=DOOR UNIT HEIGHT-10.125" UNIT 19 19 19 19 1 14 z¢oPANEL HEIGHT=DOOR UNIT HEIGHT-1.866° HEIGHT t9 t is 9 I F Q PER TABLES 1-3 POCKET j ti 7-PANEL CONFIGURATIONS 1 1 1 1 13 rRODUCP RENME V e'<owpMc eYA IGe FIuAiL Du{ding Code (q�j126,Q3 MAX.UNIT WIDTH Accepwnm Na �,�"���X�/ Eipimtim Da1eJ}-µfry NOM.PANEL WIDTH w t3 1 13 1 3 l Sh l PER TABLES 1-3 mia�6" r0444c4ont I Jw I 1 13 19 1 1 1 1 14 1 i woo MAX.UNIT 1 13 19 1 19 19 9 19 19 14 14 i 2¢ HEIGHT t 13 t9 9 9 9 is t W PER TABLES 1-3 w`POCKET ja •......�..I� 8-PANEL CONFIGURATIONS _ No.5870.5 X- 5 ATE —-p 1070 TECHNOLOGYORIVE PCp(2 ON .'•\ N VENICE,FL 34179 EXAMPLE CONFIGURATIONS ',F 19411480-1900 //SS/ONAI ECG `\ tee' Res' CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT /1 l l l I il I1'1 JA 04/0&17 C NO CHANGES THIS SHEET sw.+em s.. svu u-h.e�m ne, A LYNN MILLER P.E. °aq' uea0y SGo-nO NTS 3 -22 PGTO130 C P.E.#58705 JR 10/10114 GLAZING DETAILS(G3, G3A, G4, G4A, G5& G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3/16'HS GLASS 3/16"HS GLASS 3116°HS GLASS .090"PVB .090"PVB 090"SG 3/16"HS GLAS 3/16"HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74 82 82 3/16"T GLASS --- ^— --—-- - - --- 83 EXTERIOR 3/4"NOM. EXTERIOR ^-� �; 3/4"NOM. GLASS GLASS 1Y4_127 3/4"NOM. a BITE a SITE , GLASS BITE 'y / 7 / EXTERIOR 80 4 80 a 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 114"HS GLASS .090'PVB 090°PVB AGLA 3/16"HS GLAS 1/4"HS GLASS 74 1 5/16"AIR SPACE 74 1/4"T GLASS 82 83 rROU ULTRENEWED comp,),ag whb Me Fjad& 3/4"NOM. Wdlag CdsEXTERIOR EXTER '� 3/4"NOM. Ac pt-mNO GLASS ,24,27BITE GLASS Eap,tad0a Dalc rBITE I S>. .`L"--EXTERIORa, 54 / 55 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A 0\?LYN/y GLAZING NOTES: No.58705 "ANN"=ANNEALED - "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. v '•P (�ou q T"=TEMPERED, 7� f070 TECHNOLOGY DRIVE 0 STATE Or C LU PVB"_.090"TROSIFOe PVB BY KURARAY AMERICA,INC. N.VENICE.FL 34275 R V "SG"=.090"SENTRYGLA4'BY KURARAY AMERICA,INC. GLAZING DETAILS (CS�. LORIOF,• G� (941)460.1600 -el am' R",uvn CERT.OFAUTH.029296 SERIES 770 ALUM.SGD-LM IMPACT ''�r oNAL JR OaiD5�17 C NO CHANGES THIS SHEET. vsw sc.° • n••. a irNNunfLl�}t P E o-,J er w0 cr,wmer. wee: ° �scD nD NTS 4 d 22 �PGT0130 C P.Ep 58705 JR f0/f0/14 GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A) 1"NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS 3/16"ANN GLASS .090"SG .090"SG 3116'HS GLASS .0901,SG 3/16'ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8°AIR SPACEk 3/16"T GLASS 3116"T GLASS _ - 82 83 83 f `. 314"NOM. 3/4"NOM. EXTERIOR 124-127 GLASS a GLASS t2a-t27 BITE BITE EXTERIOREXTERIOR79 55 54 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9/16'NOM. 1"NOM. 3/16"HS GLASS 3/16'ANN GLASS .090"SG 1/4°ANN GLASS .090"SG 3116"HS GLASS .090"SG 3116"ANN GLASS 5116'AIR SPACE 74 114°ANN GLASS 74 5116°AIR SPACE 74 1/4"T GLASS 1/4"T GLASS 82 rftODUCf RENEWED 83 83 uc 000plTiegwfth Me Bnidlog Code 3l4"NOM. A.Ipt-ceNo,�-1126•0� 314'NOM. EXTERIOR 3I4°NOM. 124 727 I GLASS a GLASS t2a-127 GLASS E+PhduoBam � BITE BITE BITE By EXTERIOR Miemt Dade (' ' 81 EXTERIOR 79 � 79 54 55 55 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE GSA u„I I I III ` pNY....NN�y ' GLAZING NOTES: lk No.58705 "ANN"=ANNEALED - - "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ' T'=TEMPERED �' T, ,A?,TE1070 TECHNOLOGY DRI %O 1[V` "PVB"_.090"TROSIFOE�PVB BY KURARAY AMERICA,INC. N.VENICE.FL 94275 GLAZING DETAILS '��` '•.`Como \� "SG"_.090"SENTRYGLAS©BY KURARAY AMERICA,INC. r940480.1600 SS/ CMG JR 01/OY77 C= NO CHANGES THISSHEEi. CERT.OFAUTH.#29296 SERIES 770 ALUM.SGO-LMIMPACT �+ '77/01`1A' �°^•�°�+ s u•,..y M0 A.LYNN I.�I�.L IR,P.E. a"e,er: o 01 SGD-770 NTS 5 d 22 PGTO130 C P.E.A 58705 JR 10/10/14 I TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +60/-60 psf (Water Infiltration Rating) For corner astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height (+)Design Door Unit Height (Flat or Box,see Pressure,psf Table applies to Glass Types 3, 80, 84" 90" 96" Sheet 17) 3A,5,6A,7,7A,8&8A and 69-7/6°DLO 73-718"DLO 79-718'DLO 65718"DLO Flush-1-1/2' see note 3 the SlllelAstragal Types shown Low-2-1/2" +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4' +60.0 A B C D A B C D A B C D A B C D High-4" HeadlSiIt C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 +1 C4+1 C4+1 C4+1 C4+1 Cq+1 C4+1 C4+1 04+1 SEE NOTES 1-3 24" DLO - Jamb--- 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cy4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 $ 30' DLO Jamb 8 8 8 8 8 B a 8 8 8 B B 8 8 8 8 v P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+1 C4+1 CA+1 C4+1 C01 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 8 1 8 1 8 8 8 8 a 8 8 8 8 1 8 8 8 8 8 a P-hook 6+7 6+7 6+7 1 6+7 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 OH LENGTH Head/Sill C4+1 C4+1 C4+1 G1+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 04+1 C4+1 E 42" 35° Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8M7+87;8 z OLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+18 7+ wHead/Sill C4+2 Gi+2 CA+2 C4+2 Cq+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2M+ C4 2 OOI OH RATIO>_1 48° 41' Jamb 8 8 8 8 8 8 8 8 8 8 8 B 10 8 = ❑DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+6 7+6 7+8 7+8 7+6 7+ FOR EXAMPLE ON USING TABLE,SEE SHEET 8. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125' rRODOCT RF.NEWBD ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. m c..plyiagwlth the Eloji& 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Guiding Code 03 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" A7glnacc No I 11 ` 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Epiretioo Date L'C By I . I..--� Mia aet Comual Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 900Astragal 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 _ � Ouuide Corner Corner ,... ...• n tIIIIIrI,,y Inside� � ,��•� . /L// ' Comer Outside Cl,' �tCEWSF•.C�'. Inside Corner Corner :-D Part#61(Stile) Part#61(Stile) =1"T r No.58705 Part#60(Stile) Part#119(Out.) — yr Part#60(x2J Part#60 Part#60 Part H60 Part#118(Corner Parts#31&#32 Part#61 _ Part#67(Astragal) Part#120(In.) _-� Receiver) (Corn.&Fxd Mount) rATE 'O , (� IO70 TECHNOLOGYDRIVE aebM�: '•:c/Oii1DP.. \'S'L� N.VENICE.FL 34275 DP AND ANCHORAGE '' `S' •.•••' �G l94r1460-1600 '77 S/D •aC. . CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT JR 04Po5/17 C REVISED TABLE 1. a an J ey: w0 rseum ana: s"�"1O0tl a'"'c"4 a°' A.LVNN MILLER,P.E. JR 10/f0/14 ® SGD-770 NT$ 6 d 22 PGT0130 C P. 58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60!-60 For comer astragal anchorage an 901 or 1350 comer units•see sheet 11 (May be limited by Table 2A) Door unit Height Table applies to Glass Types 4,4A, 80° 84' 90" 96" 1 102, 108" 1 4' 120" 6,6A,7,7A,8&9A and the 69-7/8'DLO 7 718"DLO 79.718"DLO 85-7/8"DLO 91-718"DLO 97.7t8°OLO 1037/8°D O 109-7 8`DLO Stile/Astragal Types shown below. Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A 8 C D A 8 CID A BIG D A B CID A B C D A B CID A B CID Head/Sill) C4+1 G1+i + C4+ C4+1 +1 +1 CA+1 +1 C4+1 + C4+1 C4+ C4+1 C4+1 C4+1 CA+1 + C4+1 a1 + + C4+1 C4+1 C4*1 CO+1 C4+1 +1 C4+1 CA+1 +1 +1 24' ALTO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4xmk 6+7 6+7 6+7 6+7 7+8 7+8 7+8 748 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 C4+1 CA+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 C4a1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 30" DLD, Jamb 8 8 -8 8 8 a 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 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 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 29* Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 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 a 36" DLO Jamb 8 8 8 8 B 6 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 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+6 7+8 7a8 8+9 8+9 6+9 8+9 8a9 8+9 8+9 8+9 9+10 9+10 g+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cq+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+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 C5.1 C5+1 C4+1 C4+1 ti 42' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7.8 7+8 7+8 7+8r7+ 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSill CA+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 04+2 C4+2 C4+2 C4+2 C4+2 C5+2 CS+2 C4+2 C4+2 C542 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Z 48° DLO Jamb 6 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 P-hcok 6+7 6+1 6+7 6+7 7+8 7+8 7+8 7.8 7+8 7+1 1+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+99+108+10 9+10 9+10 9a10 9+10 9+10 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 04+2 C4+2 CA+2�° DLO Jamb8 8 8 B 8 8 8 8 10 8 8 10 8 8 8 P-tmok 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+8Not available In these sizes ��aadfStll C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 Cba2 C4+2 C4+2 C4+2 C4+2 F DLOmb 8 8 8 B 8 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 i 7+8 i 7+8 1 7+8 1 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES: NOM.PANEL WIDTH-7" 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT=, POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DIP DOOR UNIT HEIGHT-10.125" (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3 4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL HEIGHT= Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. re Design Y DOOR UNIT HEIGHT-1.866" (Flat or Box,see w ) POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17 Pressure,psi x � OH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS x o FRODUC1'REt1EWED NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 0 mcomplyfagwlti tkribtl�8 Low-2-112" +46.67 Bung Ode 26•D 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Amptmw ft ..Datehart:.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +60 E P r�Z`23` 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' +60.0 SEE NOTES-1-3 OH RATIO OH LENGTH B l t� L�� INSTALLED. =OH HEIGHT y Mlem Dade l P ,d Cosad 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 Lockstlle @ lamb 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 a� Corner a� a� 11tt1111/ Inside -��--'� p�y-�I+ Corner Outside ��?•'•�tGF.NSF'•��,! ' Inside Corner-I I Corner Part#61(Stile) Part#61(Stile) =yi No.58705 Part#61(Stile) Part#119(Out.) Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 _ k Part#67(Astragaq Receiver) Part#120(In.) (Corn.&Fxd Mount) �to '�Z" f070TECHNOLOGYDRIVE N.VENICE.FL 3427s DP AND ANCHORAGE Cc '•.FL oRIDP. G\�;` Rwa4aY � anns.+•a' CERT.OFAUTH.#29296 SERIES 770ALUM.SGD-LM IMPACT ///ONAL JR 04/OS/r7 C REVISED TABLE 2,REMOVED EXAMPLE. y .�. sm ... o-.",R rn. A.LYNIG�.il�L�fi.P.E. a„_er — cn _r — ® SGD-770 NTJ� sr 7 22 PGTO130 C P.E.#58705 JR 10110114 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135"comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, so, 84" So" 96" 102' 108, (+)Dest9n 6,6A,7,7A, 8&BA and the 69-7 8"DLO 73-718"DLO 7-".-D O 85-718"DLO 91.718°DLO 97-7/8 Sheet 17 DLO (Flat or Box,)see f Pressure,ps S#le/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anc or Group Anchor Group Flush-1-1/2" see note 3 A I B I C L D A B C D A B C D A B C D A B C D A B C D 67 Design Pressure V-90.0 ps ps +. ps Medium-3-1/Low-2--1/4° + 00+46.. 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 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 9 24' DLO Jamb 8 8 8 a 8 B 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 High-4" + 0.0 , P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+g 8+9 8+9 8+9 8+9 SEE NOTES 1-3 —--- '- - Design Pressure +1-90.Opsf +1-82.5 psf +/-75.0 psf - ---_ - - - - - 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4i1 t DLO Jamb 8 8 8 8 8 8 8 8 10 8 BIB 10 8 B 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 5+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 8+9 8+9 8+9 8+9 8+9 1 8+9 1 B+9 1 8+9 Design Pressure +/-90.Opsf +/-82.5 psf +/-75.0 psf 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 05+1 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 a 36° DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 B 8 12 10 10 10 10 10 .10 10 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 8+9 8+9 8+9 B+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 1 8+9 o Design Pressure +/-90.0 psf +1-82.5 psf +/-75.0 psf II Z 35" Head/Sill C4+ 21 C4+2 I C4+2 C4+2 C4+2 C5+2 I C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 OH LENGTH F� 42° DLO Jamb 10 8 B 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Piessure +1--90.0 psf See fya A low +/-82.5 psf +1-75.0 psi = 0 OH RATIO 2 1 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C6+2 C6+2 +2 CS+2 CG+2 C6+2 CS«2 C5+2 C6+2 C6+2 CS+2 C5+2 = t] 48" DLO Jamb 10 1 8 1 8 1 8 1 12 10 1 B 8 1 12 1 10 1 8 8 14 12 8 8 14 1 12 10 10 14 10 10 10 P-hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A:+/-90.0 PSF FOR GLASS TYP S ,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT 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 DLO WIDTH= NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 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 DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN rBODOCT RENEWED TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= m`m°plyFnywhb the Ft lift BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. pt Cale 4)SEE SHEETS 10-14-FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR UNIT HEIGHT-1.866" Amptmallo(`1'(126"0 3 Fsplmd°u Oate 2 21 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. E91am1�piadtxr C1a�tp 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 @lamb 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 '—+� I n side Outside side a� Corner a� 1111...... !y• `— Insideide Cor Corne Corner Outside C1�, 410ENSF /�( ' r �', -•;�� Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) =>#: No.58705 Part#61(x2) Part#61 Part#61 part#68(Astragal) Part 1161 Part#118(Corner part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) 1070 TECHNOLOGYDRIVE p.,"b� .(�'•, R ATE OF N.VENICE,FL 34276 DP AND ANCHORAGE '.�S• •L Of21 D.F•• ���` f941)480-1600 /O/�(AL CERT.OFAUTH.029296 SERIES 770 ALUM.SGD-LM IMPACT rI'll l/I I I�111111` JR 04r05n7 C REV/SED TABLE 3,ADDED EXAMPLE y,°,,�, m,.r. A.LVNN MILLER,I p,..,er pro cnea"a sy pro Orb °loop"° �.. .E JR f0/f0/f4 sGD-no NTS 8 >22 PGT0130 C P.E.4 58705 NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE MAX."C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL „ PLANE DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR )SEE TABLE 2,SHEET 7 24°MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE / THIS j AND 48'NOM. DETAILS,SHEET 11 / x SHEET SEE POCKET 10 P-HOOK WIDTH / ff x x x JAMB (MOUNTING r 6"MAX. (xx" xx xxxxx xx x x ! x xxx� xx x x xx x x 6"MAX. INSTALLATION, ADAPTERI x x THIS SHEET ANCHORS MIDWAY , 1 0� f-3•MAx. &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF • ANCHORS&AT 3" O' —FRAME FRAME x x ANCHORS --- — —1-- --� FROM TOP& i o 14°MAX.O.C. I OI ANCHORS -96' (TOTAL 8 UNIT BOTTOM o 21"MAX. ANCHORS) 4.051" MAX.TO OPENING i y'Qq I I®I D n®=P-HOOK HEIGHT 0'C' PER JAMB EDGE OF POCKET INSTALLATION SEE 0°¢ I O ANCHORS x x� (SEE JAMB I®I 1a MAX.o.c. Z DETAIL• i DETAILS'Jc'&'Kc', imp i0 MO=P-HOOK - BELOW) END PANEL SHEET 14&PART a I ® ° MOUNTING x ANCHORAGE DETAILS'J'&W. vW y j I OI r 3"MAX. ADAPTER x 24'MAX. (2 ANCHORS) SHEET 19 FOR ANCHORS % x O.C. P-HOOK -----6°MAX• "+2^ ANCHORS `Oooll�--x--' x� x xx - x x x 6"✓M .. ANCHORAGE E(SE EENDPANEL ANCHORAGE ANCHORAGE *2 SKETCH BELOW) END PANEL x, x ETCH BELOW) •+2• +2" 2' ANCHORAGE ANCHORAGE CENTERLINE 8-MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. I EXAMPLE'5-PANEL 2 TRACK 90"OUTSIDE CORNER-DXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR ExCEPTION, *1-ANCHORAGE ONLY: AS NEEDED TO ALIGN THE 7— I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT EXTERIOR T QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6 8: CLUSTERTo eE HEAD OR SILL IF A SPLICE 48' CENTERLINE OF 24'O.C.,OR LESS 21" ET OCCURS AT THE P-HOOK. • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. NOM. MAX. PANEL SEE"C5'CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE p,C, rRODUCrAENEWED WIDTH TABLES,SHEETS 6-8 AT EACH INTERLOCK AND CENiE IAEOFEN�PANEI u'mmyfyfaGwh6Ux4taY11R DETAILS,SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, °gCOde ( II26>3 FOR INTERLOCK ANCHORS AFTHE D.C. I NT OF DISTANCE OTHENE NEXTARE 564. AcnplanceN• Y— PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE .C.DISTANCE TO THE NEXT ANCHOR Esphatlon Dater "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLuSTERIS OVER 24•,OTHERWISE ANCHORS ARE NOT ADDITIONAL ANCHORS 24°O.C.MAXIMUM. REQUIRED AT THE MIDSPANASPER THE FIGURE ABOVE: Dy 1( ,n- 3.5" 6"MAX. Gltami Dade d•d Cast+at CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 1 I OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE } 2-TRACK -� P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMBANCHOR PAIR "+2"ANCHORAGE REQUIRES SEE°C5'CLUSTER END PANEL CENTERLINE CENTERLINE I °C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) g^ INTERLOCK ASTRAGAL (� 4.051' —I_ 3.5" I MAX. I u I l I I I r I EXTERIOR CENTERLINE CENTERLINE CENTERLINE No.58705 "+2^ANCHORAGE "+2"ANCHORAGE I+OF PANEL 3 I�OF PANEL 4 I~OF PANEL 5 __-D ✓n, : SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070TECHNOLOGYDRIVE iC�,-•, SATE F" 1 �44/\ N.VENICE.FL 34275 ANCHORAGE SPACING&EXAMPLE PLANS ;C<`5; F<oRIDI�..•' ���� 1941I499.1600 is7ONAL.�NG�`• wm ao,awn CERT.OFAVTH.#29296 SERIES770ALUM.SGD-LMIMPACT JR 04/05N7 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. ae".nwe.r so° A.LYNN MILER.P.E. n,•.n 6x Oam: cnx�"46v o°°: ® SGD-770 NTS 9 a 22 PGTO130 C P.E.p I58705 L JR 10110114 LICE ASTRAGAL OR I 6"DIAG. ASTRAGAL ERL CK�FNEEDED LOCATION ASNTTERLOCK—I CONDITION,TRAGAL OR (FOR USE IF NEEDED 204" 2.04" INTERLOCK CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I 1.75' EXTERIOR 6"DIAG. *3.5" 7" 7"1.753.5" DI G. MAX•O.C.. i EXTE4" 2.04" 2.04" 21' 5.64- MAX4"DIAG. 7" 3.5° O.C. EXTERIOR 7° EXTERIOR -, I f� —6'MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL I i 15.64" Cat ASTRAGAL OR INTERLOCK (a?ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK 2-TRACK (USEi (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 6„MAX. FRAME JAMB 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 ORSPLICE LOCATION 6°DIAG. FRAME JAMB INTERLOCK�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK[_IF NEEDED 2.04" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3 5" -----'If ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT.' a MAX. TRACK(INT.SHOWN) 2.04 4°DIAG. D.C. 4.08" 4.08" 2 04" NOTES: I I 1.ALL DIMENSIONS SHOWN=L:F--- 4--====� I 1 1 1 * I I M I 5'6" ARE BASED ON MIN. EXTERIOR 7" EXTERIOR 7" 4"DIAG. ExrERIOR 3.5^ 3 5„ ALLOWED. 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HEAD/SILL 6"MAX. 2.FOR HEAD NC SILL SPLICE 3-TRACK FRAME HEADISILL LOCAT{ONS/ANCHORAGE AT OD,ASTRAGAL OR INTERLOCK (a.ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR rAODUCf RENEWED "mmplylag with the Florlta FOR SPLICE FOR SPLICED Widlag Cade ` —I I Z G l ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( CONDITIONS ONLY: A`Cepl""-NO INTERLOCK II (FOR SPLICE CONDITION,DO NOT E pira/iu"pate }7re2( IF NEEDED INTERLOCK�I INTERLOCK SPLICE LOCATION CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) By kg,L-, 1.75" C6°CLUSTER DETAIL) IF NEEDED tN"�DedcProlad6>�e�1 3.5" 3.5" 3.5" 3.5" 7" 2.04" 4°DIAG. 2.04" 4"DIAG. 2.04° 2.04" 5.37"DIAG. 4"DIAG. 4.08' 2.04" 4"DIAG. EXTERIOR EXTERIOR 7„ EXTERIOR 7" 3.5° �x�OP1Y LY,y/yti' v 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEADISILL ��.•' 10ENSF'•I���i -ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK No.56705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,°C6") xr- ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION f0707ECICE.FL YORIVE Oeaa"` s rE OF N.VEN/CE,FL 34275 ANCHORAGE,EXAMPLE CLUSTERS ' '�` a •'-��'� /941/490.1600 .W": %�S <.ORIDt�.•''�j\�,� narsa Dew: R"nsbnc CERT.OFAUTH A29196 SERIES 770 ALUM.SGD-LM IMPACT �'��S�CNAL JR LYN61 AdIU-�� 04/05/17 C NO CHANGES THIS S o-aw,ey:aam: cneume.aam: p s.,.w.mea sam o-s„n,¢w PE. HEET. JR 10110114 SOD-770 NT$ s 10 n 22 PGTO130 C EA 58705\ 2.04" 2.04" 2.04" INTERIOR 2.04" INTERIOR "+1"ANCHOR INTERIOR INTERIOR 7" ?4'"'DIAG. 4"DIAG. 8.94° 6.12" 6.12' 3.5" 3.5° INTERIOR INTERIOR 7" INTERIO 1 ° INTERIOR 1 j CENTERLINE 90 3, " 90 EXTERIOR EXTERIOR 4"DIAG. �' 4"DIAG. OF PANEL 3.5"a 4" 3.5"° 4" 3.5"" 3 4„ "+2"ANCHOR - —.2.04° _._EXTERIOR_- - 2.04° �" 2.04" EXTERIOR- 4" 2.04 EXTERIOR -8.94"_ EXTERIOR 2.04" 4"DIAG. 90°CORNER 90°CORNER 135°CORNER 135°CORNER ° 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE ANCHORS ARE REQUIRED,"C4 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4) ANCHORS ARE REQUIRED,"C6") f OF PANEL 4.08" INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR "+3"ANCHOR 4" 7.41" INTERIOR 3.5" INTERIOR 90"J j" 135° 2.04" 4"DIAG. EXTERIOR .3 1 3.5" 3.5" 4.08" 4.08" 7„ 7" 5.37" AG. 5.37" AG. CENTERLINE CENTERLINE OF PANEL 3.5" 4" 3.5"° OF PANEL 2-TRACK FRAME HEAD/SILL ON INTERMEDIATE ANCHOR LAYOUT EXTERIOR 7" EXTERIOR 7" 4" INTERIOR ALL "+2"ANCHOR EXTERIOR 90°CORNER 135°CORNER n_ VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V ("C6'ANCHOR CLUSTER REQUIRED ("C62 ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIAG. r110DUC7 RBIIEWED �rnmplTlegwhh l6t FkaIAO INTERIOR 6.12 INTERIOR 2.04" HuldingC d, 1126.0 Aacpraare No 3 12° 3.5° Expiralloo -- 2.04" J�}2oZf EXTERIOR CENTERLINE �� ��..� 4° INTeaIOR 5.88 OF PANEL BY a4Iml Dale rudad;i w INTERIOR an 4° 3.5" 135° "+3"ANCHOR D AG. 7" 2.04" 6.12" 4"DIAG. 6.12" 3'S" 4.08" 7" EXTERIOR `II111111/1I 2.04" 3.5° 4" 4"DIAG. 3.5" 3.5" I \ 7�7 7" EXTERIOR 4" 2 04" CENTERLINE \��.t\�� EXTERIOR OF PANEL 90°CORNER 135°CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL No.58706 ` ("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 0 NOTES: •. 11 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. a �a %O STATE O ` 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE 70 N.TVENICE.FL 34275NE '•F ORIOPP,.•' � IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (9a11480-1600 ANCHORAGE,EXAMPLE CLUSTERS 7SS/ NAL Gera: a°"vme CERT.OFAUTH.#29296 RT SERIES 770 ALUM.SGD-LM IMPACT '1111111100 I. JR 04/0517 C NO CHANGES THIS SHEET. s"".wmt sw,: s+ax. der nn. aa: ore°a er tiara cn°uaa o.m: A.LYNN MILLER,P.E. JR 70/10/14 SG6770 NTS 11 ^'22 PGT0130 C P.E.p 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 �"— SEE 114•• 1/4" 1.ALL DIMENSIONS G7MAX MAX. MAX. SHOWN ARE BASED SHIMTERIOR SHIM E�RIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: TSUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SEE SHEET1 TYPES PER TABLE A, 2XWOOOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. R NOTES TYP., 8 TABLE AO SHEET 1 NOTE 3E SHEET I &TABLE AO SHEET 1S NOTE 4,SHEET 1 METAL INSTALLATION&TAEA HEETSEE ANCHOR E1 MIN 4G DIAGONAL &SILL) ANCHOR TYP.,SEE ANCHOR SEE ANCHO NOTE 3,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Aw WOOD INSTALLATION Bw WOOD INSTALLATIONOR 6 (JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHO41N�+E SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A, 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEET 1� 1 SHEET 1 J. (1/4"MAX.) 1 (114"MAX.) EXTERIOR T EXTERIOR EXTERIORT EMBEDMENT:SEE TABLE A,SHEET 2-1116"' 2-1116"' �2-1116`" EDGE DISTANCE: 1 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 da 2-TRACK ME SILL aa 3-TRACK FRAME SILL 6EI�4mTRACK FRAME SILL WOOD INSTALLATION U WOOD Fw INSTALLATION METAL INSTALLATION EMBEDMENT:SEE yiWDUCT RENEWED TABLE A,SHEET 1 m compiylog witb the F)oA!h Duldiog Cnde VI"11Z6•o"3 EMBEDMENT:SEE Asteptunre No TABLE A,SHEET 1 �I EDGE DISTANCE: EipirmlontmreZr SEE TABLE A, ' k_ . 1 .- EMBEDMENT:SEE METAL TYP., SHEET 1yp�p tCahe&• TABLE A,SHEET 1 'I EDGE DISTANCE: SEE ANCHOR EDGE DISTANCE: D SEE TABLE A, NOTE 4,SHEET 1 2X WOOD SEE TABLE A, 2X WOOD O SHEET 1 NOTE 3,SHEET 1 TYP.,SEE ANCHOR �I SHEET 1 TYP.,SEE ANCHOR �I 2-1/16°, NOTE 3,SHEET 1 � SMS ANCHOR TYP., SEE ANCHOR NOTES 2-1/16"' WOOD ANCHOR TYP., 2-1116'* &TABLE A,SHEET 1 WOOD ANCHOR TYP., (� MIN.OF 3 SEE ANCHOR NOTES I&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS N P/N 77, D &TABLE A,SHEET 1 EXTERIOR BEYOND THE �0,.•• •..,,A�� 7, EXTERIOR I 111 METAL \ 1/4"MAX.SHIM EXTERIOR 15 = a' P '•�� SUBSTRATE 1l4°MAX.SHIM - Ir 1/4"MAX.SHIM _ Y': No.58705jbih - 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB *- Gw WOOD INSTALLATION - Hw �r WOOD INSTALLATION Iw METAL INSTALLATION I jY S TE 1070 TECHNOLOGYORIVE �'^�"' ��T'•• SATE (V\ N.VENICE,FL 34275 ANCHORAGE DETAILS �`''•.:`LOR,O�..•' ���, (941)480-1600 f s`S��NAL ECG,, ey: oere Rona>u: CERT.OFAUTH.#29290 SERIES770 ALUM.SGD-LMIMPACT '/, 111 JR 04/05h7 C NO CHANGES THIS SHEET. yr spa s".m- --. aswn eY mre: cr„uaaer.o.e: p A LYNN MIL 5 P.E. JR 10/10/14 SGD-770 NT$ 12 d 22 PGT0130 C PEA 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 1 2-1/16"' PER TABLE 2-1/16"• PER TABLE 2-1/16•• ON MIN.ALLOWED. 1 A,SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS EXTERIOR r ; MAX. MIN 4"(HEAD&SILL) a OR 6°(JAMB)SEE EMBEDMENT: J L 1/4" EXTERIOR 1/4 EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. MAX. 10 8 11. rffri SHEET 1 SHIM SHIM PROPERLY SECURED 1XTCaONCRIETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE CHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 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 Ac NCCK EME D 3- ME TRACK NC CK FRAME ACORET INSTALLATION CONCRETE INSTALLATION 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.) - - -- I (1/4"MAX.) 1 EXTERIOR EXTERIOR , EXTERIOR CONCRETE 2-1/16" 2-1/16° �2-1/16°' 1� 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 aa 0c 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE rRODUCTRENEWED TABLE A,SHEET 1 .c­Pbft with the Flod& H ddiog Code l9-lf2 d _ EMBEDMENT:SEE A.-Vl-.No `' 3 TABLE A,SHEET 1 -'I EDGE DISTANCE: Ecpiratioo Uaie Z y� SEE TABLE A, EDGE DISTANCE: PROPERLY SECURED HEET 1 S EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., •� lo3�titiael,d' TABLE A,SHEET 1 �1 TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, 1 SHEET 1 SEE TABLE A, SHEET 1 1X WOOD BUCK TYP., SHEET 1 2-1/16' SEE ANCHOR NOTE 3, ; CONC./CMU ANCHOR SHEET 1 TYP.,SEE ANCHOR I 2.111 • PROPERLY SECURED I NOTES&TABLE A, CONCJCMU ANCHOR {I' . 1X WOOD BUCK TYP., TYP.,SEE ANCHOR -� I SHEET 1 CONCRETE NOTES 8 TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU 1 T SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE ANY L..1Vn EXTERIOR OR CMU EXTERIOR PER TABLE n ,.`�,.......�...p/� n I `.' j A,SHEET 1 V 1/4"MAX.SHIM I� PER TABLE nn� A,SHEET 1 �:. F '•.�� 13 A,SHEET 1 V 1/4"MAX.SHIM 1/4"MAX.SHIM I _ T No.56705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ja 4-TRACK FRAME JAMB _ - Gcj CONCRETE/CMU INSTALLATION W CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION •� I Lr= 1070TECHNOLOGYDRIVE oc.ewd. �0�•• 5 ATE •.'(v�� N VENICE,FL 34275(941)460-1600 ANCHORAGE DETAILS ;,(�S, •.°coal°�•' r CERT OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT ''7S;�+VA�I N S'\ JR 04/OYf7 C NO CHANGES THIS SHEET. a.".y P.E. axn er oath: rnwm er.oar" ® sa,..,ww ra na.: A.LVNt✓Jr1)LLER, JR 70/10114 SGD-m -NT$ 13 d 22 PGTO130 C P.E.p 58105 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS y 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 Cow, WOOD ANCHOR TYP., INFILTRATION ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED SHEET 1_ Zs ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. _ DISTANCE:SEE I EXTERIOR 3.SEE TABES 1-3. TABLE A,SHEET 1 EMBEDMENT: �il SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR PHOOK WOOD ANCHOR TYP., J l_ 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 CMU PER TABLE ON SHEET 9. A,SHEET 1 (ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER Jw 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 P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 ,SHEET 9) &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP, rRODUCT RENEWED (ALSO SEE TYP. ILLUSTRATION ILLUSTRATION, SEE TABLE A, m vmplyiagaith the FkrW6 SHEET L28 - Duiding Code SHEET 9 Ea intiao Date 2 EMBEDMENT: ) Areeplmcc No f 26°3 SEE TABLE A. DISTANCE:SEE p SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE gy Miami Dada Cdamat 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE l 8 TABLE A,SHEET 1 Rp— ANCHOR NOTES&TABLE vv �K (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) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, �`� �yY LYN METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ` ���.••'""'N!%9/ (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ONLY FOR WATER RATINGS) ONLY FOR WATER RATINGS) No,58705 61 1070 TECHNOLOGY DRIVE Oemµo": _`� N.VENICE,FL 34175 ANCHORAGE DETAILS -O,r'• rnrEo v� (941)480.1600 m (�` '•.RC ORIO P•,,•' tea' CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT 8/01 JR 04/05/17 a C NO CHANGES 7HIS SHEET �,,,,�. yr" m.: °'""e SGD-77d NTS 14 d 22 PGTO130 C JR 10/70,14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'N, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'Ac', WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL11, r PANEL CONFIGURATIONS AS 90" APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE U//' HEIGHT CORNER DETAIL'N2', PANEL HEIGHT AND WIDTH.SEE TYPE OS' 'AS' SHEET 19&CORNER SHEETS 18&19 FOR SECTION A' ANCHORAGE SHEET 11 NOM. MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. PANELMAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANELO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. TABLESEACH LOCKSTILE,LOCKING INTO SEE PER EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1-31-3 OR ASTRAGAL. � JAMB DETAIL'G3%SHEET 3)PLEASE SEE APPLICABLE X X 18:INSTALLATION DETAILS ASTRAGAL&INTERLOCK X 'GW&'Gc',SHEETS 12&13 COMBINATIONS PER DP/ANCHOR / TABLES. 90 / DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-1D.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX . PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Dw'&'Dc,SHEETS 12&13 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3/16'NOM. BY OTHERS POLYISOBUTYLENE 1!4'NOM. FOAM WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS #8X1" #10 X 1-1/2" PH SMS rROBUCr RENEWED PH SMS m complying with the MrWA INT.GLASS INT.GLASS Buldlag Cute Acceptance No Capitation Datc 2 r ,24 KODISPACE 4SG TPS +26 SUPER SPACERS NXT'"' hiiuml Dadd Product CORW ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA PANEL CORNER FRAME CORNER BUTYLENE 6/16'NOM. 6l+6'NOM. SEAL BUTYL& SILICONE SEAL DETAIL DETAIL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS Part# Description Material EXT.GLASS 124 Kommerling 4SG TPS Spacer System See this 0• """' ��� 125 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for INT.GLASS INT.GLASS �a��•'' ceN,,'•.���� 126 Quanex Duraseal Spacer Materials No.58705 127 Cardinal XL Edge Spacer s6 DURASEALO SPACER 7 XL EDGET"SPACER REFERENCE TEST REPORTS:FTL-8717,8968&8970 �. 1070 TECHNOLOGY DRIVE n.."pm.' ��17 •7gTE .'•'4 N.VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATION ; �,•. FloMOP (941)e60-I600 b. RJR O4A75^I7 R C NO CHANGES THIS SHEET. CERT.OFAUTH.p29196 SERIES 770ALUM.SGD-LM IMPACT ''�,,/OIVAI E,��' ma.W— rmime. m": ® s...SG su" c.++.a na a... A.L1/r,E.9 8705'A.E. JR 10110114 scD-77D NTS 15 d 22 PGT0130 C P,E.N 58765 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; ( I�INSTALLATION DETAILS'GW&'Gd,SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX' IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AuJ&'Ac', WIDTH JAMB DETAIL'G3',SHEET DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ad,SHEETS 12&13 SHEETS 12&13 TYP 18;INSTALLATION DETAILS SHEETS 12&13 90° "�'Gw'&'Gd,SHEETS 12&13 PANEL E PANEL PANEL PANEL PANEL TYPE TYPE TYPE PANEL PANEL R' D' A' TYPE TYPE TYPE TYPE M a INTERLOCK DETAIL MAX. A CS' OS' K MAX. M',SHEET 19 / / / UNIT / UNIT 90°OUTSIDE CORNER HEIGHT SILL DETAIL NOM. / HEIGHT DETAIL'N1',SHEET 19& / / / PER D',SHEET / PANEL PER MAX. SEETABLES 18; MAX.I / SEE TABLES CORNERANCHORAGE WIDTH TYP. NOTE2, SHEETDLO NOTE 2, 1-3 INSTALL DLO PER 1-3HEIGHT SHEET15 HEIGHT TABLES 1-3 SHEET15 NTERIOR DETAILS0 x x SHEETS 12 a a EXTERIOR NOM.PANEL ( &13 ' _IC X X X X WIDTH TYP. \\ PER TABLES SEE FRAME 8 MAX.UNIT WIDTH SILL'D',SHEET 18;� 1-3 MAX.UNIT WIDTH PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dd,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'ld& 1 L2,SHEET 1g->_, INTERLOCK DETAIL'M',SHEET 19 'Id.SHEETS 12&13-\ HEADER DETAIL'C',SHEET HEADER DETAIL ", 1 18;INSTALLATION DETAILS --JAMB DETAIL'H2',SHEET P-HOOK DETAIL'S&'K',SHEET 'B',SHEET 18; Cw'&'Cc',SHEETS 12 8 13 18:INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Hc,SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bd, DETAILS'lw'&'Id,SHEETS 12&13 IWIiuC f RENEWED SHEETS 12&13 a—mplyl.g Mth t6c Flul& r MAX.UNIT WIDTH �-- MAX.UNIT WIDTH �I ¢uidin>Cale �( A—pt.m.No�al—I(2(,•O3 —� EXPI.1w. PANEL PANEL PANEL PANEL i rNE PANEL PANEL PANEL ®r I,t,_ TYPE TYPE TYPE TYPE j TYPE TYPE TYPE Bilanl0mk qC , R, L, M, F, i F, F, P, MAX. MAX.UNIT NOM. $o' I NOM. UNIT HEIGHT PANEL i a j I PANEL HEIGHT PER WIDTH TVP c I / WIDTH TYP. / PER TABLES MAX./ /SEE PER / i SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 ° j OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 1E HEIGHT a b b NY LYfJA' o x x x x x x o ........... EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18�J EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; =r No.SBi05 (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS EW&'Ed,SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 -^v :�1�� 1070 TECHNOLOGYORIVE STATE N.VENICE,FL 34275 (941)4MI600 EXAMPLE ELEVATIONS ;,` .,••F; `( >•' da' 6nwwur CERT.OFAUTH.929296 SERIES 770 ALUM.SGD-LM IMPACT " JR 04/O5/17 C NO CHANGES THIS SHEET. s,.,m,aa.• s°.° xmn a.+Mc ^^ q,LVNN MILL�a.P.E. S01770 NTS 16 d 22 PGTO130 C RE458705 JR 10/f0114 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER ExT CORNER EXT CORNER IN CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTIL 90 RECEIVER 90 RECEIVER 35 RECEIVER 135 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN WI HANDLE W/HANDLE W/HANDLE WI HANDLE WI HANDLE WI HANDLE 90 RECEIVERWI HANDLE WI HANDLE A — �a116 a116 a91 a31 -ECA 'cam _� - $ _ L� c[T�.ifl U U a1z0� a119 as1 jJ a11s as1 a61 a61 SINGLE �— F PP K ,a , TR TQ TIC TA TV TW INTERLOCK SINGLE INTERLOCK 8 E P A C C IC SQ SC SA SV SW -_- -- -IN FIXED STILE FD FC FV FW �- RR R S S fBOX OUT) ffiOX INI LOCKSTILE WI HANDLEf V V D M l60X 0ut7 16Dxav) � w ASTRAGAL L R j a Box OUT PANEL NOTES: W/HANDLE (e0Xo0T) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL A/ SIZES&DESIGN PRESSURE. W Box IN �V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (W-W) .J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T U STILE EXTERIOR (n STILE AND ARE NOT AVAILABLE. Box ouT f60x 0U71 �60x 0uT1 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER LLLL. ASTRAGAL T U EXTERIOR(#119)OR INTERIOR(#120)CORNER LV Box IN ❑�.1- APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. ...I feox1N) f90XN INT CORNER RT Cl 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES (n W LoOKSTILE (#61)AND CORNER ADDON(#31). J W/HANDLE a12p z EXTCORNER SILL RISERS OPTIONS --I r- .232° z 90 LOCKSTILE* QT QS / 232• Q WI HANDLE#1 .232' OR EXTERIOR a• EXT CORNER#61 '232• EXTERIOR EXTEI .062' sm.plyT RENEWED 90 RECENER r T CS EXTERIOR I .D62• uinuslCe it6 IAe Flotldc, WI HANDLE V V •062• 4.055' a116� �� �p � 2.555' 3.305• Aacptnun Nn 1�7—1 L�'03 IN CORNER a61 AT AS DF LJLJLJ 1.567' I , I � Eaplratlun Dalc 2I12e�,� 90 RECEIVER* r�U 062" _1L UJi. py W/HANDLE(('",1g� �7T' ULuW Bade rodulCootM- EXT CORNER #718 /'+ SILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90RECENER CF 18•FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4' EXTCORNER,#31� �{ �--• 750" EXTERIOR ~— 750• 135 RECEIVER y VT VS VF I I W/HANDLE #61/T: �I .750' EXTERIOR .062" -CO CORNER #31 EXTERIOR EXTERIOR 062" 35 RECEIVER WT WS WF �Y� 906' G] ,062. a4,055" WI HANDLE #6 2.555' R33005". .062' 1,567 f� T1 'I-if�j� ��.r)f-'-- �• ,. VICENSF••,���`�' aSILL RISER, a a SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX _ No.58705 FLUSH, NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 iz _ qTE F 4Q 1070 TECHNOLOGYDR/VE Qp1bm0pr �(� '•,FC ORIDP,.•''�'C�� N.VENICE,FL 34T75 PANEL TYPES �/ S p•�•.• '( �-,, f9411460.7600 /T7/q/ONA,L -�v&\" .. R o rosn7 N C NO CHANGES THIS SHEET CERT.OFAUTH.U29296 SERIES 770 ALUM.SGD-LM IMPACT /1111 I 1 1 10\ o nn 6r:twe cn°C oN ® 10d — — n'°"•- — A.LYNN MILLER,P.E. JR 10110114 SGD-770 NT$ 17 a Z2 PGTO130 C P.E.#5g705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 61 105 106 FULL PANEL JAMB LENGTH 60 LOCK PART FULL LENGTH 14 7s a 107-11 17 14 �__ ms OF JAMB 5 so OR 61 BO OR 61 G3 i6 5 G7 fio OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN s SEE DETAIL G1 �r WITH CLIP#105 I. ._ FOR FIXED 11 105 6"LONG OPERABLE LOCK PART W/RETAINER#106 B0 PANEL CLIP 7s a 1D7-11 113 MIDSPAN (SHOWN WITH PANEL) t:� ��-5l FIXED PANEL TO LOCK PART SEE DETAIL G2 �J THE INTERIOR) EXTERIOR 103 113 75 a 107-11 103 FOR FIXED 5 fi0 OR 61 15—RIOR PANEL CLIP 103 14 � 15 5 _ ® 0 ® 16 17 123 FULL LENGTH G2 4o Ca4 60 oR st #10 X 311- OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR ,TZ,EXTERIII OR �L,EXTERIOR EXTERIOR SMS.X3 CLIP#80 OR#105 51 52 WI SCREEN vv VV 6"LONG J �J W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 60 l .�� (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH MID SPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) so OR 61 THE EXTERIOR) 53 , THE EXTERIOR) THE INTERIOR) �L,EXTERIOR TI,EXTERIOR 2 �/ 112 3 4 45 5 113 N')@ 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 ., PRODUCPREN&WED SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT 9udmsryCodewlm me Fkrld6 OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER Amptaace Nn q rr zs'O3 TRACK TABLES 1-3 EaQirelim Dare201 By wad Dais wad "w" 53 1pn8 69 69 ... EXTERIOR 52 51 EXTERIOR � 72 OR 73 � 72 OR 73 46 11 9 10 11 11 48 47 0 EXTERIOR 112 5 113 113 as s 2-TRACK WlSCREEN 3-TRACK 4-TRACK .`�_��''0c FRAME SILL (P FRAME SILL FRAME SILL No.58705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1070 TECHNOLOGY DRIVE auk N.VENICE,FL 34275 VERTICAL SECTIONDETAILS :0�'•., FA-rE i� :'•��� (941)4847600 n„ �s '•.�ORIUF`..''G\�� CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT '�,'s'/ JR 04/05/17 C N.C.GES THIS SHEET. — waW" om°: erMex°4 0ai.: ® sw,emer a.."eA.ILYNEAA58705 P.E. JR 10110114 SGD-770 NTS 1S d 22 PGTO130 C P.E.q 58705 ASSEMBLY DETAILS , (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 4 61 113 118 28 28 7 30 11 113 63 63 27 26 27 103 62 111 63 60 OR 61 7.RIOR 600R 6165 29 1429T�j 120 65 65 5 62 V 90, 111 0 EXTERIOR i l l 62 EXTERIOR INTERIOR EXTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a a INTERIOR ID KD(EXT.OR INT.MOUNT) �EXT.MOUNT ONLY 90° LOCK PART 60 OR 61 LOCK PART LOCK PART 75 a 107-11 5 7s a to7-n 75 a to7-1t st ®INTERLOCK M 14 I 113 60 60 61 61 118 5 7,,XTERIOR D 113 _I-I_EXTERIOR 113 11 °ITEM#61(HEAVY-DUTY `J 113 103 11s EXTERIOR 7 STILE)SHOWN,ITEM#60 67 66 (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 4a HEAVY-DUTY ASTRAGAL#68 90'OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE,SEE TABLES L1 ID WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 Nt 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3,SHEETS 6-8 FOR(PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT RENEWED ut eumplying with the tu-106 31 LOCK PART a-idiog Cale 75&107-11 Accepm 1 tce NO(9- 124.O 3 4INTERIOR I 6 INTERIOR EtplrstwnDate -zI, 5 Q 135° 64inmi D.& ealau CatLd 11 7 135° 14 5 61 32 103 61 EXTERIOR 32 V/ 61 11 5L It., 103 61 EXTERIOR `��.` �•.."' LOCK PART 31 7 �' 75 a 107-11 14 135°INSIDE CORNER �ICENSF 02 2-TRACK SHOWN = °-' '•,-r� ;_ 135°OUTSIDE CORNER _ NO.58705 01 2-TRACK SHOWN _ J° =0��1s(nr�o I • 1070 TECHNOLOGY DRIVE n,+°Y+w°' �! N.94�1i48o-FL 75 HORIZONTAL SECTION DETAILS,CORNERS ;Ccss/o,0RIOI;� G��'� JRy 04/OY77 Q C NO CHANGES7HlSSHEET. CERT.OFAUTH#29296 SERIES 770 ALUM.SGD-LM IMPACT �,,,I NAL I`t�� o °""°"' A.LYNN MILLER.P.E. JR t0/1a14 y sco-no NTS 19 d 22 PGTO130 C RE.Y,58705 Item PGT PGT# Description Item PGT pGT# Description NOTES: Dwg.# Dwg.# 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#33-39,56-59,66,78,84-99, 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 ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16'MASONRY 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 8 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 314'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 617392 2-TRACK JAMB Wmi SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILDING TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032X1FPFX 91032 X 1"FL SS SCREW W/TYPE'F'TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 79 17357 617357 1"IG BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 80 17359 617359 7116"BEAD I FIXED PANEL CLIP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 81 17360 617360 9116'BEAD 21 17318 617318 SILL RISER-BOX LOW,2-11T 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 ISILL RISER-FLAT,MEDIUM,3-1/4' 83 61745 1745 LOWE INC,10 X 1/16"SGL.SIDE ADR 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 POCKETP-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 F D PANEL CLIP-6"LONG 29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116' 30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 173711 1 1173711 1135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 1 617376 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 'RODUCT RENEWED 4D 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 I 1710)C34PPSDAX#10 X 3/4-PH.PAL TEK-S.S. >x comptyl.g wi16 Ne 11.,I& Bolding Code 44 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, X.170-FIN SEAL A'cIrf ,.No'/—/Iu'03 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .18T X 230"FINSEAL E:piraJUan p4t� 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-112" 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1' 6Fin1n1 � ��C4rttNl --• 45 4317 612256 SCREEN TOP RAIL 116 720X1X #14-20 X 1"S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X 04-20 X 1-1 2-S.S. 47 668 7SRAZ ISTANDARD 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 123 17352 617352 FOXED PANEL RETAINER,718' 51 1692 61692 SCREEN SPLINE-,16F 52 1694 61694 SCREEN SPLINE-.150' I I I I I I 53 61BIBC20 SCREEN CLOTH \�.�`�Vy LYlVN� 54 1725 1/2'X 4'X 1/16"SET.BLOCK,NEOPRENE 85+l-5 ���,.•-�CEN-V "1" O 55 17R 1'X 4-X 1/16'SET.BLOCK,NEOPRENE 85.1-5 F •'-�((� *,,,^^,, No.68705 .V`�ATE -' 33 1070TECHNOLOGYDRIVE o..nyrm.N.VENICE.FL 34275 � • V w r (941)460-1600 PARTS LIST �CS�J'°GORM�"��` JR 04/05�17 C NO CHANGES THIS SHEET. CERT.OFAUTH.P29296 SERIES 770 ALUM.SGD-LM IMPACT 77jIIICI1VAL 44 `1•�1�� �JRY 10/10/14 co.naa oar �•SGO-770 NTS 5 20 °'22 � �PGTO130 C A LYP.E.#58705 P E 5.069" 8.562" -�j 1.36" 1.36" 0.080" -y 1.872" 1.211. 1.505" 0.081" 1.019" 0.062" 0.081" 0.081" O2-TRACK HEAD to 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" � 6.526° 5.069" 0.080" _ 1" 1.505" ` 0.081" O2-TRACK HEAD W/SCREEN TRACK Os 3-TRACK SILL L (6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB 45 SCREEN (6TRAC AL) TOP RAIL (6063-T6 AL) 7.105° 2-TRACK JAMB Wl 6.221" t5 SCREEN TRACK 0.080" (6063-T6AL) � 1.36" 1.21 V I 1.605" I 0.875" 1 � 1.36° 1 1.993" 0.081" 0.062" O3-TRACK HEAD Oa 2-TRACK SILL W/SCREEN TRACK 0.081" L (6063-T6 AL) (6063-T6 AL) SCREEN 46 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" F-I� 1!1 0.080" PRODUCT RENEWED rTT' 1.211" 1.505" 7.105" as annWn�with th,Fkwh 6 8uidiog.c lz 0.081" 9.141" O4-TRACK HEAD O2-TRACK SILL ®y ISM- L1.- (6063-T6 AL) - (6063-T6 AL) G7>rmblbtte rat 1,514" 0.062" L_I 1.260" 0.532" 0.760" y 0.060" 1.516" 1.990" J- OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN .` ' .V LYNiV O ADD-ON 12 ADD-ON 13 END ADD-ON t5 3-TRACK JAMB ;�`t\ •'••....•' (6063-T6 AL) (6063-TE AL) (6063-T6 AL) (6063-TE AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.58705 OR 3116"MASONRY OR 3116"MASONRY 64-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) (�, 1070 TECHNOLOGY DRIVE %�0 s/i��,�C/� N.VENICE,FL 34276 EXTRUSIONS (941,14804600 JRY 04iD5/17 R C NO CHANGES THIS SHEET CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �PJAL11,,\��` 7r":n er:ow cronm nr oem: p - &LY IN Iv�ILL�.R,P.E JR 10/10/74 SG0.770 NTS 21 a 22 PGTO130 RC P.EX 58705 3 0,718" y +I0.83" 3.802° 2.304° 0.752 � 3.802" +( le 0.752' � � ' I 0.574' 1.163" 0.885' 0.062" 0.080" 0.062' 0.796" 0.264" � 0.075" 0.233" 0.062" s FRAME 11 SILL zs P-HOOK ze P-HOOK MOUNTING 29 P HOOK SCREW 3o P-HOOK FOR BOX RISER COVER OTRACK O OADAPTOR OCOVER 0.080" O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4„ .1E 4" - " - 0" 1.488° 0. 1.739F�:: -L ' -� 0.062" 1.600 0.133" 1.�OD 0.06F2" - 1.303" .080° 1.870" 1.888" 016° 1- 3.125" 0.325" 1.974" 2,44" 3.125" ITZ at 135°CORNER s2 135°FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE sz INTERLOCK INTERLOCK ss (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6053-T6 AL) (6063-T6 AL) (� 3.979" I 3.979" 4.125" } 1.050" 1.050" 1.050" 0.075" 0.075" I .645" 0.062" 1.304" 1.645" 3.25" �� 289' 611" �I�- 4 f 5•.045" 045" qT0.125'". � 045" 0.281" s7 STANDARD ASTRAGAL sa HEAVY DUTY A0STRAGAL ss TOP/BOTTOM RAIL 7s GLAZING eo7/16"GLAZING 9/16"GLAZING et (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD(6 A BEAD,FIXED BEAD ---plyTRE01 th.F (6063-T6 AL) PANEL CLIP (6063-T6 AL) m mmPlYiag wkh the F1atiC: (6063-T6AL) OWdingC& )e1_ (z(•d 1.003" Am,l-.No ?i 1.03" f- E=pimfloa Dare• 2r- 5.621" Niaad ProdugCoadd 0.757" � 0.080" 0.050" 705 FIXED PANEL CLIP 0.709° 2.893" 0.133" (6063-T6 AL) I 1.498" 0.133" 1.498" .550" 0.863 I� 0.080" FIXED PANEL 4" tzs 5.6 0.709° 21" � ." 0.080° -►II (6063-IT6 ALNER 7/8 t20 90°INSIDE CORNER ASTRAGAL Q��r fN... I 2.826" t is 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL tie 90°CORNER RECEIVER (6063-T6 AL) No.58705 108 RETAINER,9116" (6063-T6 AL) _ x (6063-T6 AL) 9 a 1070 TECHNOLOGY DRIVE aemtra°,' ST IT OF ��..�- ' Q EXTRUSIONS N.VEN/CE,FL 34275 •� (941)480L7600 rw-CERT.OFAUTH.#29296 p 4SERIES 770 ALUM.SGD-LMIMPACT ,,SA/". O'•N...A�.�JRY C NOCHANGESTHISaHEET, $ a Y �.�•o^^" LNN MLLER,P\.�E✓`.0R u1e0110114 N 22 ° C ; P.E.N 58705