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HomeMy WebLinkAboutProduct Approval ,4 MIAMI•DADE RfEVgE E® FOR MIAMI—DADE COUNTY bWAUUM ®®� �� ��0�� � ��G' PRODUCT CONTROL SECTION C�0� ®`}� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY@A1VD­E�ROUQMMAE URC S(RE ) '� e1` Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISI21 11 a�,t786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAQCC �e°�J`� ww�'•�aznidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: �•�� COPY 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"AIuminum Sliding Glass Doors w/90'& 135'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& 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#17-0420.12 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 L Chanda,P.E. NOA No.19-1126.03 htiahiwaDeeourm Expiration Date: February 17,2025 Approval Date: January 09,2020 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file#15-1013.15 A. DR'AVVINGS f 1. Manufacturer.'s.die drawings and sections(submitted under.files See below) 2. Drawing No:PGT0130 titled"Series 770 Alum. SOD=LM Impact",sheets 1 through.22 of 22,dated 10/10/14,with revision A dated 10/08/1.5,prepared by manufacturer, signed and sealed.by Lynn.Miller,P.E. B. TESTS I. 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 aluminum sliding glass door,prepared. by Fenestration Testing Laboratory.y,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 ori: 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).CyclicWind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3;23,and TAS 202-94 along'with marked-up drawings and rstalla"tion•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'-R,which have been revised and reissued on 12/29/09; all signed'and sealed.by Julio Gonzales,P.R(Submitted under NOA No. 09-0826.10) 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. 09-082.6.10) 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 sand structural analysis,complying with FBC-51b Edition (2014),dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.& 2a Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.104126.03 Expiration Date: Abruary'0,20Z5 Approval Date: January 09,2020' E-1 PGT Industries;'Inc. NOTICE OF.ACCEPTANCE:EVIDENCE,SUBMITTED E. MATERIAL CERTIFICATIONS i 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their"Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring on 12/1.1/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America;Inc.for their"SentryGlasO (Clear and White) Glass Inter-layers"dated 06/25/15, expiring on 07/04/1:8: F. STATEMENTS, 1. Statement letter of conformance, complying with FBC-5t11 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. 14A128.11,issued to PGT,Industries,Inc. for their Series"SGD-770" Aluminum Sliding Glass Doors w/90°&135'corners L.M.I. expiring on 02/11/20. 2. Evidence submitted under previous approvals under file:#16-2609.06 A. DRAWINGS L 'Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact";sheets 1 through 22 of 22, dated 10/10/14; with•revision B dated 05105/16 prepared by manufacturer signed and-sealed,by Anthony.Lynn Miller,P.B. B. TESTS 1, Reference Test report on 1)Uniform Siatic.Air Pressure Test,,per FBC, TAS 202-94 2)Large Missile Impact,,Test per.FBC,TAS 20194 .3) Cyclic Wind Pressure Loading per FBC,TAS 203=94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(wl PS; Super., Cardinal&Duraseal Spacers),,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970'atid`FTL-8968,dated 02/15/1.6,06/07/1.6 and 06/20/16,all signed&sealed by.Idalmis Ortega,P.E. C. CALCULATIONS(Submitted.under previous NOA) 1. None. 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, complying with BC-5eh Edition (2014),dated October 8, 2015,. J .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 0 corners?-L.M1,expiring on 02/17/20. Ishaq L Chanda,P.) .. Product Control Unit Supervisor NOA No.19-1126.63 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-2 I PGT Industries,Inc. :NOTICE OF ACCEPTANCE.- EVIDENCE SUBMITTED 3. Evidence submitted under°previous approvals under file#11-0420.12 A. DRAWINGS 1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact",.sheets 1.through 22 of 22, dated 1.6/10/14, with revision:C dated 04/05/17,prepared by manufacturer, signed and sealed by Anthony Lynn 1vlller,.P.E B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-6th Edition (201,7), dated 0.4/18/17 and revised on 08/10/17,prepared by manufacturer,,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-00 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,Inca 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-6111 Edition (2017), dated 08/10/1.7, 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 'S.GD-770" Aluminum Sliding Glass Doors w/90°&.135°corners-L.M.I.,expiring on 02/17/20. 4. New Evidence submitted A. DRAWINGS 1. Drawing No.PGT0128 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 11/22119; signed arid.sealed by Lynn Miller,P.E. 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 1. Notice of Acceptance No, 19-03051.0 issued to Kuraray America,Inc: for their"Tros fol Ultraclear,Clear and Color:PVB Glass Interlayers';expiring on 07/08/24. 2. Notice of Acceptance No. 17-08.08.02 issued to Kuraray America,Inc. for their"SentryGlaso (C.lear.and White) Glass Interlayers" expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to F13C 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 L This NOA renews,NOA#17-0420.12,expiring April 0:7;2025. Tshaq 1.Chanda,P.R. Product.Control Unit Supervisor NOA.No.19-1126 03 Expiration Date: February 17 2023 Approval Date: January 09;2020 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE a: Anchor Frame Min.Edge Min.O.C. Min' INCLUDING POCKETS&90°/135° CORNERS Group ""°"or Type Membe'- Substrate NSM11ce DisFance , jEmb hIenter Metal Thickness ti1278ESM5, Southern Pine(SG 0.65) TIT 71r I1-3/8" GENERAL NOTES (F:=60 ksi,F„=95,ksi) 60634B Attminum 318" 9116" 0.090, 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING'OETAILS ON SHEETS 4&5. #12410 SS SPAS, An A36 Steel Ns" 9116" 0:050, 2 DESIGN PRESSURES: A (F,=90 ksl,F=110 ksi) Gr.33.Steel Stud 318, 9116" 0.045-(18 Ga) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300, ALI Concrete(min.2.22 ksi) 1412" T, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1W Elco Aggre-Gatof* Jamb 1 P-hook Filled Block(ASTM C90) 21 3" T C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS.DESIGN,ASD. r-Y=57 ksi,Fr96 ksi Jamb 1 P hopk Hollow Brock STM C90 2" 3 t-t14' 3)ANCHORAGE:THE 33-1/3%c STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine(SG=0.55 1' 1 1418' Sownem Fine(SG=0.55) 9!16" 718' 1-318' PRODUCT. MATERIALS,INCLUDING.BUT NOT LIMITED TO STEEL SCREWS,THATCOME INTO 012St-I.SMS(Ga5) 605+TS Alumintmt 3t8" &'1G 0.090" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min,of3 threads beyond All 3-TSA]eel 318•. 9,16, 0 050 CURRENT FLORIDA BUILDING.CODE.FOR ANCHORAGE DETAILS SEE SHEETS 614, metalsubstatel Gr.33'Steel Stud 3r8^ 9ti6• 0,045^'18Ga 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. itd'EIcoUltraCotiE AO Concrete(min.2.85 ksi) 1' - 4° 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksi;F r=177 ksi Jamb I P-hook Hollow Block(ASTM C90) 1• 6" 1-014" NARROW JOINT SEALANT. All Cpnctete(min.2.85 ksi) 2-1t2 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,,ANSOAF&PA NDS FOR IM Sod UomConO 155 ksi,F=177 kai Jamb 1 P`hook .-Filled Block(ASTM CSD) 2-117 4" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. = Jamb/P-hook Hallow Block(ASTM C90 2_122" 61 t-114' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head 1 Sill Concrete min.3.35ksi 1' 4" 14 a CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). U4.410 SS Eieo CreteFlex0 Jamb!P4mok Concrete(min.3.35 ksi) 1' 0" 1 T4' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4'ksi;F.=189.7 ksi Jamb LP-hook Hollow'Block.(ASTM C9D &11Y 6' 1.114' CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. ACI Southern Fire(SG=0.55) 1" T 1-3e" 9)TEST REPORTS;FTL5980,FTL5993,FTL-6001,FTL-6014,FTL-6016,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,FTL76031,'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 3THREADS EXTEND BEYOND METAL SUBSTRATE. Glens _ Description(Listed from aterlor to Interior) Type ANCHOR NOTES G3 7i18•laminated(2)Utes ol3/15 HS Glass with..090°PVB imedayer "- 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY ' G3A 9t16-laminated:(2)Ules of 114•HS Glass wd1:i190'PVB Intwayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 WI(I'Laminated(2)Liles of 3n6•HS Glass Wtti.090•SG tntedayer DISTANCE AND SUBSTRATE REQUIREMENTS. CAA 9/16°Laminated:(2)Utes of 114'HS Glass with.090'SG Imedayer ' G5 1"Lamktsted LGzama"T Exterior Cap+31W All Spaoe+VIII'.Lamtnated;(2)Utes ora'16'.HS.Giass%Rh.o90"PVB Imedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA T Laminated I.G.:IW T Erte for Cap+VIV Alf Space*7l16"Laminated;(2)Liles of 3/16'HS Glass witb.119(1'PVBintedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. vR 711BGT 1ti A1EyYFJ2- G0 T Lamuv.Ied I G_3r1G 7Exterior Cad.+3r6"Air Space 7ne•Laminated;(Zi:Utes ofarl6'HS Glass xith.090'SG.Intedayer_ PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS xa comp)yiag.with Gte rWift GOA 1'Lem hated i G..1f4•T Extefior Cap+5116"AlrSpace+7116"Laminated;(2)Liles of 3z16'HS Glass wth.090'SG Iriedayer 23rndin Cade G7 7:16•Laminated.(2)Litea of 3or ANN Glass with.oW SG Intedayei INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS Aurspramce ILA=? •C G7A 9n6'Laminated:(2)Utes of li4'ANN GlasS tWh.09T SG intenayer -DEPICTED AS.2X ARE 1-1l2"THICK OR GREATER,1X AND 2X SUCKS Espiratioll �, x� GB 1'Laminated i G:3i..t6'TExterier Cap+3r8'Air Space+7/18"Laminated;(2).Utes of a'16'ANN.GIass with.090"SG Inteitayer (WHEN USED)SHALL BE DESIGNED.TO PROPERLY TRANSFER By 64 .��1 GS.A P Leminated LG.;1/a"TFxterior Cap+976"Air Space+7tt6"Laminated;.(2)Utes,of 3+16"ANN Glass udm:09V SG IMedayer LOADS.TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS ta-- p t ± "ANN•=ANNEALED THE RESPONSIBILITY OF THE ENGINEER'OR ARCHITECT OF "HS'=HEAT STRENGTHENED RECORD&.TO BE REVIEWED BY THE;BUILDING OFFICIAL. "T"=TEMPERED"P\B'=.090'TROSIFO'P PVB BY KURARAY AMERICA,INC. GENERAL NOTES 1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS •SG"=.090'SENTRYGLAS©BY KURARAY AMERICA,INC. EXAMPLE CONFIGS ....,.2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............6- ANCHORAGE.........._.........&-11 4 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACTRATING DESIGN PRESSURES....,.•6.8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLESY,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, � SHEETS 6,7&8 MISSILEAMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ��"\ 0xw Ly..%I, PANEL/SILL TYPES..,......17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �, �•' CODES I STANDARDS USED: CROSS SECTIONS............18,19 .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................'20 THE SUBSTRATE,AND TRANSFER SHEAR LOADSTI SUBSTRATE.IF o2014 FLORIDA BUILDING CODE FBC,STH EDITION SUBSTRATEIS WOOD,30#FELT PAPER MASTICI$REQUIRED No:J8705 (FBC), EXTRUSIONS....................21,22 -ASTM E1300-69 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED _ -ANSI1AF&PA NDS-2015 FOR WOODCONSTRUCTICN BY THE AUTHORITY HAVING,JURISDICTION. ALUMINUM DESIGN MANUAL,ADM-2015 dAISI S100-12 10707ECHNOLOGYDR/VE 0 - SATE 41 oAISC 360-10 N.VENICE,FL 34276 GENERAL NOTES AND MAP �,�S, -toRlop, ,X�` (941)460.1600 ra.: 7 S . CERT.DFAUTR*211296 SERIES 770 ALUM.SGD-LM IMPACT �� rt�QNAi 6 JR 04ro5r17, C UPDATED TO FBC 2017.REVISED TABLES 1.2,3&A sv,. �,+., a-...�,:nc � A�14N�IiMIL hC 4 P.EL SGD-770 NTS 1 22 PGTO130 C P.E.958705 JR 10lf0l1 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS )ALL CONFGURATIONSSHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL."J,w",'Jc','KW'OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM,PANEL WIDTH NOM.PANEL WIDTH .pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 721s PER.TABLES 13 tw 13 CAN BE OXXXp: 2)90"&135-CORNER CONFIGURATIONS CAN BE A COMBINATION ' s ' OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc 1 >10:0 "o Jw Jc MAX.UNIT 13 Ir t 1a i z a MAX.UNIT 13 ! 19 / 1a 1 �o a y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT i'¢ HEIGHT f w "X"=OPERABLE PANEL, PER TABLES 1-3 j�.1� PER TABLES 1-3 "0 INOPERABLE PANEL, 1 POCKET POCKET =POCKET rf—DETAILLETTER x w°=WOOD OR METAL INSTALLATION 2-PANEL ^c"- =CONCRETE INSTALLATION 1-PANEL- r r CONFIGURATIONS 1 1 CONFIGURATIONS k157k550 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM,PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT NOM.PANEL WIDTH n ac NOM.PANEL WIDTH HI 0:125" HT w PANEL HEIGHT=DOOR UNIT HEIGHT-1:6fi6" PER TABLES 13 1 1s., ,3 PER TABLES 1-3 + 13 1 t + G t - Jw J c 1 13 19 1 1919 } °�� MAX.UNIT , t3 1 19 191ar MAX.UNIT HEIGHT I HEIGHT w, PER 1 t3 t9 s: 79 m .� PER TABLES 1-3 f �r �! O.a W TABLES 1-3 /:j r �/ 0. w l POCKET 4y` I %j1 f4 POCKET y _1\r 3-PANEL CONFIGURATIONS ,w s 4-PANEL CONFIGURATIONS , ,3 ,z , ,° VRODUCr RENEWED earoa+ply4agaftiatlee rpta 13Fsiep e Cod T eenu Ha t: tl2b•a3. MAX.UNIT WIDTH MAX.UNIT WIDTH ExplmUva tfn �Sr NOM.PANEL WIDTH w ' Cc NOM.PANEL WIDTH 7IA-` QC , PER TABLES 1-3 1 + 1 13 t 3 PER TABLES 1-3 1 13 G Jw Jc 1 12 7 1 13. 79 -19 1 19 ,a1 I c I ,9 W>o MAX.UNIT ,s z SEE MAX.UNIT t 13 19 i (Littt9 t ,a io4y HEIGHT O o rj NOTE HEIGHT 1 is is 19 19 1 '-'cw PER �� s Z THIS SHEET. PER TABLES 1-3 %. /t t i E TABLES 1-3 J I I 1 J 1 f logy r 4 -7 a 1,y 1/ '/•, POCKETJ4 ut r_r 'fl!!'• s 5-PANEL CONFIGURATIONS W = No.5,703 13J CORNER,TYP. (OUTSIDE CORNER SHOWN, - INSIDE CORNER-SIMILAR), �'� c� '. 1070 TECHNOLOGYORP✓E a`"" a STATE-:.. 4% N.vEmCE FL 34275lm�� EXAMPLE CONFIGURATIONS % r� Gne, (941)4d41600 r - // Vt' "' CER7,or;,vTH.N2d2dd SERIES 770 ALUM.SGD-LM IMPACT /r/rS'()NAI- JR 04Po6/t7 C NO CHANGES THIS SHEET. a.w..ec - - saw: snag z Nm. "�• A LYISN JR 10110114 SGO.77Q NTS 2 22 PGT0130 Q P.E.058705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX:TESTED UNIT WIDTH= - 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@'120°HEIGHT LOCATIONS USING DETAIL°Jw9,"Jc,'Kw°OR"Kc°INSTALLATION. NOM.PANEL WIDTH Aw w e Ce EXAMPLE:4-PANEL XXXX.IN:POCKET(p).CONFIGURATION CAN BE PER TABLES 1'-3 t t3 t t t pXXXXp;pXXXX OR XXXXp.OXXX'IN POCKET CONFIGURATION —�`r -- CAN BE OXXXP. w Jw. Jc 1 t t3 t t 2)90-&135°CORNER CONFIGURATIONS CAN BEA COMBINATION MAX.UNIT 1z t3OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, t .ttJ. 19 1 is f f 1 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"'OR120" / I/ �/ Inc I "X"='OPERABLE PANEL, POCKET i y "O"=INOPERABLE PANEL, °p POCKET 6-PANEL CONFIGURATIONS t t3 t DETAIL LETTER MAX.UNIT WIDTH WOOD OR METAL INSTALLATION U V=CONCRETE INSTALLATION NOM.PANEL WIDTH w wSHEET NUMBER PER TABLES 1,3 tz.13 1 13_T 13 Jw Jc I DLO WIDTH=NOM.PANEL WIDTH-7" t 1 t DLO HEIGHT=DOOR UNIT HEIGHT-10.125" oPANEL HEIGHT=DOOR UNIT HEIGHT-1:886° a MAX.UNIT HEIGHT isfig y' w PER,TABLES 1.3 / txc } i -✓ % POCKET �. 7-PANEL CONFIGURATIONS - 1w 1 1 3 1W t3 Yp1V7€FL.'LT RENS� as 4x�ttgly!sg 9nidia$fiale Ig..-1126•p�. MAX.UNIT WIDTH teapexnaNe__ . Bgpiratim flAttr,,y,,.;S.� NOM,PANEL WIDTH. c Vel&AL3A PER TABLES 1-3: t to t3 3 Jc 4 Jw t1 13 19 79 7 19 19, 14 t4 tw t1I 3 s. 1s to to t9 % I o MAX.UNIT R CHHEIGHT Ir PER TABLES'1-3 Il IUBt ` t ttlr f ,f POCKET �� r �/� f � / 8=PANEL CONFIGURATIONS „; Na:687oti 12 13.1 13 '1 T — t �1., q -• ' �,1070TECHNOLOOYCRIVE],,,. __N.VENICE FL34275 EXAMPLE CONFIGURATIONS %� .Lat+.;.• 0aueMCERT:OFAUrif.1R9m SERIES 770.ALUM:SGQ-LMIMPACT rt,rll,erllt JR 0-4v-7 C NO CHANGES THIS SHEET. s."",a.�> sa"c -s+.M rxs++,enY ++°.: —wr— per onx pq m hLYNE.058 05 F:E. ' JR i0l10/44 _. SGO.770 MT$ 3 22 PGT0130 G P;EJ+58705 GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A) 7116"NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16":HS GLASS. 3116"HS GLASS 74 3/16"HS GLASS 74 318"AIR SPACE— PACE 74 82 82 3116"T'GLASS . EXTERIOR 314"NOM: EXTERIOR ! j i 3/4"NOM.. 88 .. GLASS i GLASS 124-127 3GLASS BITE BITE Y i BITE .. �' EXTERIOR 80 80 fr- I 79. 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 _ 9116"NOM. 9116"NOM. 1"NOM. 3116"HS GLASS 114"HS GLASS 1/4"HS GLASS .090"PVB;- .090 PVB 090"SG 3/16"HS GLAS 1/4"HS GLASS 74 114"HS GLASS 7a 5/16"AIR SPACE' 74, —82 82 1/4"T GLASS rrRODuc RfwewtD _ 83as cumpyiv,�attla P9e F'ha£ f� BeidioECade i 1 3/4"NOM. 3/4"NOM. Acts na Ns I t 2 t+3 EXTERIOR EXTERIOR '( 3GLASS 124-127 GLASS GLASS Exp£rnitna fla+'� a BITE a I BITE SITE Hy 11i, �.. I EXTERIOR k 79 54 54 55 9/16"LAMINATED GLASS,:TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A V LY lh/ GLAZING NOTES: "ANN =ANNEALED + - "HS =HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS p 'T" TEMPERED r 1 J Z l070TECHNOLOGYDRIVE '' 0 STe^,TE O 7f, "PVB =.090°TROSIFOEPVBBYKURARAYAMERICA.INC. N.VENICE.FL74275 GLAZING DETAILS -,�` 7�pRS1�a y SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC. (sai74eoasoo �,, i�S, C? r ate". CERT.OFAUTRPgW9G SERIES 770 ALUM.SGD-LM IMPACT �7 7�A 'rvN rx a?:E JR 04ib5h7 C NO CHANGES THIS SHEET. -' ""vcaa, hw. s°«r. aa.ro vas ­1 emu' ... 6 sca770 NT$ 4 22 PGT0180 C a•e.4 ?� JR 10/tOJ14 .. _. .. ..._. . - GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A) 1"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS 3116"ANN GLASS .090"SG .0901•SG 3/16"HS GLASS 090"SG 3/16"ANN GLASS 318"AIR SPACE 74 3/16"'ANN GLASS 74 31B"AIR SPACE 74 3116"T GLASS 3/16"T GLASS 82 83 83 3 4"NOM EXTERIOR. i ; 3/4"'NOM. t t; 314"NOM. t24•t27 I 'GLASS 1zd-iz ( _ - GLASS GLASS BITE SITE BITE EXTERIOR EXTERIOR a f f a 79 fr 64 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9116"NOM. 1"NOM. 3116"HS GLASS 3116'ANN GLASS .090"SG 1/4'ANN GLASS :090"SG 3/16'HS GLASS .090"SG - 3116"ANN GLASS 5/16"AIR SPACE 74 114"ANN GLASS ?4 5116"AIR SPACE 74 114"T GLASS 114"T GLASS 82 rRUUOCf 1tENEW61? 83 83 e�mmptyta>:a3ffi ffiS gnPriP�Cmie i ..;. � 314"'NOM. Acc;xuacetaal -1t26-�b3 124-127 3/4'NOM. EXTERIOR GLASS 124-t 27 3W'NOMc Ef6tirotPail -"E.. "jr' GLASS a I BITE GLASS K e BITE BITE MYinml DadsP EXTERIOR i,• f EXTERIOR 1 54 79 P r 81. 79 '� .. 55. 55 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A tv:llll:,• GLAZING NOTES: No:5870 , "ANN =ANNEALED HS =HEAT STRENGTHENED I' f SEE SHEET 15 FOR SPACER DETAILS q "T"=TEMPERED , , -- CO "PVB =.090 TROSIFOIPVBBYKURARAYAMERICA,INC. tme7ecICEFL342Rr.7 n a "$G'=.090"SENTRYGLAe BY KURARAY AMERICA,INC. N.vEw°(941)48CL16CO a'a75 �� IIIL`T\��1�r1/\/ �I{YIt41'�IIII� GLAZING DETAILS �5 .......... m..yaer. a^*• " CERT,OFAUTH.#29296 �J SERIES 770 ALUM.SGD-LM IMPACT �'I,/O1NA'L I JR 04N6/17 C NO CHANGES THIS SHEET, es+.vxwe.�- sra": *�� s+»w"*+ '++°' A.LYNNMI�.LE�R,P.E. n_'y a c. aer nw": - SGo-Y7o IVTS N5 22 PGTQ130. C P.E.r?o87o5 JR 10110114 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maxintum,DP-for all sizes" Sill Height to Max.(+)DP (for all approved.configurations on Sheets 2'&3) +60.1-60,'psf (Water Infiltration Rating) For comer astragal,anchoraga on 90"or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height (+)Design DoorUnit;Height _- _. (Flat or Box,see. Pressure,Psf. Table applies to Glm Types 3, 80- B4" -90, 96• Sheet 17) 3A,5,SA,7,7A,8 8.9A and - Flush-1-11T see note 3 ,the StilWAstragal Types shown. 69.7f8'DLO 73.7l8°DLO 79.7/8'DLO- __ 85-718"DLO -Low-2-112 +4667 ` below, Anchor Group Anchor Group Anchor Group AncharGroup Medium-3.1f4' +60,0 ..._..._ A B C D A B C D A B C D A I B I C D ,High-4' +.60,0 17, Head/Sill . C4+:1 C4+1 C4+1 C4+1. 'C4+1' C4+1 C4+1 04+1 04+1 C4+1 G4+1 C4+1 C4+1 C4+1 .C4+1� C4+1 SEE NOTES 1>3 24` DLO Jamb 8 8 8 8 _ 8 8 8. 8 8 8 a 8 I 8 8 1 8. 8 P-took -6+7 -:6t7 6+7 6+7 7+8 7+8. 7+8 7+8 7+6 7+8 -7+8 7+8 7+8 7+8 1 7+8 .7+8 HeadlShc C4+1 C4+1. C4+.1: 'C4+1. C4+1 C4+1- C4+1 C4+1. C4+1 04+1 04+1 C4+1' C4+1 C4+1 C4+1 C4+1: , 34 O Jamb 8 8 8 8 -B 8 6 8 8 8 8 B 8 8 8 - B a P-hook. 6+7_ 6+.7 6+7 6+7 7+8 7+8 7+8 7+8. 7+8.. 7+8 7+8 748 7+8 7+8 1 748 7-8. Head/Sill C4+1 C4+1 -C4+1 -C4+1 C44-1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 _ -W DLO - 'lamb 8 8 8 8 8 8 8 1 a 8 8 8 8 a 8 8 _8 I , o. P-hook 6+7 6+7 6+7 6+7-- 7+8. 7+8 7+& 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8351. OH LENGTH: Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1, 04+1 ..C4+1 'Cg+1 _C4+1-.C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Eo 42' DLO Jamb a 8 8 a .8 8 8 8 8 6 8 .8 8 8 8: 8 = a P.-hook 6+7 6+7 6+7 6+7 748 7+8 7+8 `7+6 7+8 .7+3 7+8 7+8 7+8 7+8 0 7+8 7+6 w HeadiSill -C4+2 C4+2. .C9+2 'C4}Z C4+2 C4+2 'C4+2 C4+2. C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2�G4+2 = OH RATIOz1 4F DLO Jamb 8 a - 8 8 8 8 8 �8 8 8 8. 8 - 10 8 8 8 o 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. 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 3414"SILL,POSITIVE WATER DP IS 60.0 PSF MAX WHEN.USING THE 4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4;3-1/4-AND 2-112"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" t'RUnpCT RENEWED ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. ft emptying With ik Ficedo 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= suidus Cbde 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" ScctPtaaecNa 6'b3 Expimriva Da ( ^I 1'��M'y�y'�ng.'C"- 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135`Astragal LOckstiie.@ 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 Inside Standard Astragal Outside Corner Outside A& Corner Corner Inside tip, Sr ,•,�� Corner Outside Insideide C°r Corner Part'#61(Stile) Part#61:(Stile) ; •'40''8705 Part 960.(Stile) Part#119(Out;) -• Part.#60.(x2) Part#61 Part#60 Part#60 Part#60. Part#118(Corner Parts#31&#32 = _ Part#67(Astragal) Receiver) Part#120(In.) l if, (Corn.&Fxd Mount) ATE c 1070 TECHNOLOGY DR/VE - om.ca.' i •�<GR1r1'", N-1 N.V ENICE.A 4275 DP AND ANCHORAGE ar Gm: awe CERT.OFAUTH,#29296 SERIES 770 ALUM.SGD-LM IMPACT JR 04/05/17 C REVISED TABLE I, ,,,,,, ,,, su,r a..an na �.� aaw"pg• c.rd - - aaxeue.one; ° A.LYNN MILLER P.E: r JR rtl/10114 .- _ ° scano, NTS 6 -22 PGTO130 C P.E.ttas7o6 TABLE 2: Design Pressure{DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&,3) Maximum DP for all saes +60!60 For comer astm9at anchorage on 9V or 135°comer units,see sheet 11 - (A1ay be limited by,Table 2A) - .Door unit Height Table applies to Glass Types 4.4A. 1. _ 84" 90'- S6` -102" 708 114' 120" ` 6,6A,7;7A,.a&BA and the 89-718" LO 73.7t8"DLO Tars-0 85.71$'�LQ.-. ..... ..:91-7i8" CO 97-7;8"DLO 103.7 8`:OL -109-718'ALO StiletAstiagal Types shown.below, Anohor Group Anchor Group .Anther Group Ancborwoup Anther Group- - Anchor Group -AnchocGroup- - -Anchor Group A- -B C D 'A : B C D A It C D A B C D A B. C D A- B C D A B C D A B C D __. I +1 C4+1.C4+1 -1'. eadtSia C4+1 C4+- +1 +1. +t a1 C4+1 C4+1 C4+1 +1. +1 C4+ C4+1 C4+7 Cott.C4+1 +1 +1 C4+1 C4r1. +1.. *1 C4+1 Cdrt C4�7 +1 C4+1 (A+1 24` DLO Jamb 8. 8 8 8 8 8 8 a 8 8 8. 8 8 8 8 _ 8 10 t0 10 10 10' 10 10 10 10 10 10 10 10 '10 +1 f0 9-10 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 8os 8+9 8+9 8r9. 8r9 9+10 9+10 9+10 9+70 9.10 9+10 9+70 C4+1 HeadtSill C4+1 C4+.1-C4+1 C4+1'.C40 G4+1 C4+1 C4+1 C4+1 C4+.1 C4+1 C4+1 C4+1 C4+1.Ct+t C4+1 C4+1 C4+1.C4+1 C441.C4+1 G4+1 C4+1 C4+1 C4+7,C441 C4+t C4+1 C4+1 C4+1'CA+23' t C4+1 30" DLO Jamb-- - 8 8 8 '8 ' _8 6 a 6 8 a .8 a 8 8,. a 8 10- 10. 10 10. 10 10 10 f0 10 10 10 10_ 10 10 10 10, P-hwk 6+7 '6+7 6+7 6+7 7+8 7+8 .7+8 1 7t8 .7+8 7+8 7+8 7+8- 7+8 7+8 7+8 7+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+1019+16 gt10 3+10 9+10 HeadfSili 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 CA+1 C4+1.C4+1 C4+1 C4+t,C4+1 C4+1 C4+1.C4+1 C4+1 C4+1 Cq+1. 36" 29° Jamb 8 8 -9 & --8 8 B a _ 8 8 8 8 8 8 -- 8 - 8" 10 10 10 10 14 10 10 10 10 10 10 -t0. 10 10• YO 10 n DLO P-hook 6+7 .6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+9 -7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9- 8+9 9+9 8+9- 849 8-9 9+10 9+10 9+10 9+10 9+10 9+10 9+10.9+10 `r S © HeadiSill C4+1.C4+1 C4r1 C4+1 C4+1 C4+•1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+7I.C4+1 C4+1.C4+1 C4+1 C.4+1.C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4r1 C4+7 a 42" DLO Jamb .8 8 8 8 8 8 8 8 --8 8 - 8 8. 8 a 8 '$. 10 t0 -tA' ..10 10 10 10. t0 10 10 t0 10 12 10 10 10 P-flock 6+7 6+7 6+7' 6+7 7+8 7+8 7+8 7+8 7+8 7.8 7+8 7+8 7+8 7+8 7+8 7+8 6+8 8+9 8+9 6+9 8+9 9+9 8+9 8+9 9+10.9+10 9+10'9+70 9+10.9+10'9+1U 9+10 c HeadiSili CA+2 C4r2 CA+2 C4+2 C4+2 C4+2 G4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2.C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 :z 48" OLO Jamb a 8 8 - 8. 8 8. 8 �8- 8 8 8 8 10 8 8 8 y0 10 t0 10' -�10 10 10 ^.0, 12 f0 10 10 12 10 f0 10... , P-hoak 6+7 6+7 6+.7. 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8-9 8+9 8+9 8+9. 8+9 8+9 8+9 9N0 9+10 9+f0 9-.10 9+10'.9r10.19+10 9+10 Hes&Silf C4+2 04+2 C4+2 C4+2 C4+2 GN2 C4+2.C4+2 C4+2 C4+2 CSt2 C4+2 C4+2 C4+2 C4+2 C4+2 54" DLo .. Jamb 8 8 8. 8 8 8 8 8 10 8_ 8 8 10' 8. 8�-8 P•hook- .6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+8 7+8 7+8 7% 7+a -7+e 7+8 7+8 +e Not available in these sizes HeaClSili C'4+2 C4+2 Cd+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 60" O Jamb 8 8 8 a' 'a' 8 8 8. 10 8 6 8 10 8 Br8 P-tuck G+7 6+7 8+7 6t7 7+8 7+8 7+8 7+8 7+6' 7+8 1 7+8 7+a 7t8 1 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. OLD WIDTH= NOTES: NOM.PANEL WIDTH-7" 1)POSITIVE PRESSURES IN TABLE 2-ARE BASED ON THE USE OF THEB=114"SILL. 2)WHEN USING THE 2-112-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"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 Slli'Height to Max.(+)DP DOOR UNIT HEIGHT-10:12Y (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3)4",3-114"AND 2-1t2"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. (+)'Design 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 77) Pressure,.psf = Ool OH RATIO 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = 0 Flush-1-1l2' see note.3, O mcampi $wl� t NOT RATED FOR WATER INFILTRATION. 2b-Oz, Low=z-1tz• �416.67 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND.EMBEDMENT INFORMATION. Axryraaallo I g-Medium-3-114 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. -6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY2 FOR PAIRS TO BE High-4+ OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT >diaM ade 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 8 Outside C Outside Corner Corner l t1l i 11 - InsideZTE:w `� aJSy t LY(VA/��l Inside Corner Corner 0 tside �� Corner t', '• .)' . Part H61(Stile) 0In) Part#61(Stile) - No,54OS Part:#61(Stile) Part Part prt11 Parts#31&#2 Part#61Part#61 2 ( Out Part.#61(x2) 1a1161 Part# Part#67(AstragaQ - Receiver) (Corn.&Fxd Mount) .3 it �� w= 1070 TECHNOLOGYORNE - acr,:ms: ... i-,K, S' N.VEN(CE.FL 3+275 OP AND ANCHORAGE i;,�1 Ft O .a o' ,N " L � cERr.oPAun+.aTSTs6 SERIES 770 ALUM.SGD-LM IMPACT Y'r`S��ttJf L JR 04lO6K7 C REVfSED TABLET,REMOVED - �r..c -- ++�± tt o�.,m,er:can;- uraeo- wm: a.+N.a.se sue.. aea A.LYNI�I.I.(I�tLEF`;.P.E. RJR f0/lOJt4 T. SG0.770 NTS 7 ''22 PGTO130 Q P,E:#58705 TABLE 3: TABLE 3Af 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"a 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)' Door Unit Height - Sill user Height Tabt,aPPl7,7A,Glass Types 4,4A, - 80° 84" 90' 9G 102` 1O8' 0)Design (Flat heel 17 see 6:6A.7,7A;8 8 BA:and'the 69-7/8°DLO - -73.7/3"DLO.. 79.7/8°DLO' 85-7 8" LO 91-7(8"DLO - 97-7/8"DLO Pressure,psf StifeiAstra i - - Sheet 17). ga types sfiown below, Anchor Group Anchor Group Anchor Group, Anchor Group Anefwr Group Anchor Group Flusti---1-1/2" see note 3 A. B C D A. 6 C -D A. _B C D A B G D A B C. D A B - C D '-Design Pressure - +/.9.Opsf -- - """ - + ps +I. Low-2-112" +46:67 psf 17. 1 Heaursili C4+1 C4+1 C4+t C4+t C4+t C4+i C4+1 C4+1 Ca+1 C4+1 C4+7 C4+1 C4+1 Cq+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3.114"' +60.0 ' 24' ,DLO. Jamb 8 8 8 8 8 $ :8 8 8 8 8 8 _ 8 8 8 8 10 10, -10: 10 10 10 10 10 High-a" +90.0 P-hook 6+7 6+7 8*7. Cri7 7+g 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8Fr 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 SEE NOTES 1-3 DesignYressura _ +/-90.opsf - +14825 psf +/75.0 psf 30` 23' - Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1:C4+1.-C4+1 C4+1 1 C4+1.1 C4+1. C4+.1 C4+1'I C4+1 04+7 C4+1 C4+1. C4+1 C4f1 M C4+1�C4+t C4+t Cq+1DLO Jamb 8-_ 8 8 '8 8 8 1 8 8 10 8 8 8 10 8 8 8 70 t0 1P_hook 6+7 6+7 '6+7 .6t7. 7+8. 7+8:. 7+8� 7+8.. 7+8 7+8. 7+8 7+87+8 7+8 7+g7+8 8+9 8+9 8+ 8+9 8+9 8+9 8+9 Design Pressure +� _ '2 90.0pst - +1.82.5 psf +1-75.0'pcf a 29' Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1.C4+1 C4+1 C4+1 C4t1 C4+ C4+ + 38" .DLO 9 1 .G tCS+t C5+1 C4+1C4+1 C5+1 CS+1 C4+1. C4+1 C5+1 CS+t' C4+1 C4+1 Jamb 10 8 8 _8 10 8 8 8 _f0 8 8 8 12 10 8 8 12 40 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+g: J+8 6*9 g+9 8+9; 8+9 -8+9 B+g. 8+9, 8+9 8+9 8+9 8t9 8+9 zDesign Pressure .. /-90.0ps( +,,-8z5 PSI - +/-75.0 psf 3S Head7SiU - C4+2 Cy+2 C4+2 C4 2 C4+2 C4+2 C4+2 C4.+2 C5+2 G5+2 C5+2 CJ+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 OH LENGTH 42' .DLO' Jamb 10 6 8 _8.. 1P 8 8 8 12 70 8._. 8 12 to 8 8 '12 _-t0 10 10. 12 10 10 10 P lrook 1+8 7+8 7+l, 7+8 7+8 7+8 7+8- -7+8 8+9 8+9 8+9 8+9 8+9 8+9 g+9 6+9 '8+9 8+9. 8+9 8ti9 8+9 1 8+9 8+9 8+9 kl of Design.Pressure +1-90.Opsf - - See Note A ovt +L•82l5 psf +;-75:0 psf - S 0I OH RATIO 2 1 48' 41° HeadlSiA C5+2 C5+2 C4+2 CA+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 CS+2 C6+2 C6+2 2 C5+2'C6+2 C6+2 C5+2 CS*2 C6+2 C6+2 C5+2 C6+2 2 p DLO Jamb 10 8 a 8 12 70 8 8 12 q0 8 8 14 12 8 8- 14 12 10 10 1a 10- 10 10 0 P-hook 7+8 7+8 7+8 7+8 8+v 8+9 8+9 8+9 8+9 8+9 8+8 8+9 9+10 9+10 +10 9+10 g+10 9+,10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A:+/-90:0 PSF FOR GLASS TYP S 114k.6,6A,7A, 8&8A; +1-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3ARE 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= DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90,0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED),SEE TABLE 3A. 3)4",3-1/4"AND,2-1f2"SILL HEIGHTS ARE TESTED FOR WATER,INFILTRATION WHEREAS THE 1-1f2"SILL IS NOT AND DLO HEIGHT= MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125" TABLE 3 MAY BE USED WHEN THE DOOR;IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA v80o8CTREFl9tYW PANEL HEIGHT na coraPkCod avtt� BUILDING CODE(SEE ADJACENT DIAGRAM)-,THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. ASaraaCaFa t't-ll2G:c3 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING;EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR UNIT HEIGHT-1.866" 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. IIy.f Sty .Ca d4ier.S.t9ade , THE FOLLOWING STELE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile.@ 90'Astragal Lockstile @ 135"Astragal Lockstile.@ Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile t d Heavy-uy Astragal Outside Corner Inside .e..- Outside ( Corner ( - Corner - " a 0� -1 {1tt1 t r+r r , InsideCor Corner Outside w"._C't t,IVINs�••,.�(�5� . Corner Part#6S(x2) Part,#61 Part#61 Part'961.(Stile) Part#61 Part 061.(Stile) Part#119(out Part'461(SVIe) Part#61 _ w5g,�y Part:#68(Astrag Part#118C Part#120(In.) Parts#31&#32 Recei (Corn.&Fxd'Mount) 1070TECNNOLOG,YDRIVE oneu n:_ - '.rt ATE Dt N.{ENICE FL W75 DPANDANCHORAGE '�,C`S''•:�<4Rs:�F:..•''�'C�� 7 C REVISED TABLE.;ADDED EXAMPLE CERT OFAUT.#2se SERIES 770 ALUM.SGD LM IMPACT ,ter fir' • { �,` JR G6.T15't a.; A.LYNNMILLER,P.E. JR " sGD no NTS 8 -22 PGT0190 C P.E.#58706 fottwr4 ... 4 NO_ FRAME *9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER DETAIL SHEET 1 SEE JAMB (9)P-HOOK ANCHORS,, - SEE"C5"CLUSTER MAX.-UNIT WIDTH . S, 0 SPLICE , l REQUIRED @ (PERPENDICULAR10 GLASS DETAILS.SHEET 40 FOR SEE"C5"CLUSTER DETAILS;- FOR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FORiNTERLOCK 24"MAX.O.C. NOTE, INTERLOCK CLUSTER.SEE THIS I I l POCKETS qND 48"NOM; 1. SHEET } t 1 SEE POCKET 10 P HOOK PANEL WIDTH DETAILS;SHEET 11 x x ( ) �`�----_•. .x x x x x % x 6'MAX. r JAMB MOUNTING ADAPTER i 6„MAX' x xx x xx x x x x f x .zx x x -x x " x X—` I INSTALLATION, x x I { THIS SHEET ANCHORS MIDWAY 1 o' 1—3^MAX: I r&SHEET 14 BETWEEN P HOOK I o I 4 PAIRS'OF 1 i ANCHORS&AT 3 x=FRAME x x ANCHORS 1 FROM TOP& 'W 14-MAX,O.c. o 96' 21° (TOTAL 8 ANCHORS ( BOTTOM 'o I I I o UNIT ANCHORS) 4.051" "MAX.TO OPENING �o I®I D HEIGHT O.C. PERJAMB i$ n 0=P-HOOK x— (SEE JAMB R EDGE OF POCKET SEE I w a I O ANCHORS x t,x i®I 14"MAX.O.C. z + DETAIL INSTALLATION a DETAILS'Jc&'Kc',. i m ®' I m o=P-HOOK BELOW) END.PANEL SHEET 14&PART i;w'a ®� O' Zl MOUNTING x 24 MAX ANCHORAGE DETAILS'J'&W. t 6 h ! f �'00I 3•MAX ADAPTER -x (2 ANCHORS) SHEET i9 FOR,-'$ � ANCHORS ± io� x O C "+2 ANCHORS ` 6.'MAX. x x x x x x xi _END PA14EL ANCHORAGE END PANEL x' x x xx xx x x x'. %x'x x x x 6"MAX.J` ANCHORAGE(SEE _ I ) ANCHORAGE. `-� x' x x x x "' .+2. „+2, SKETCH BELOW) i (SEE SKETCH BELOW) �.+2" "+2° •+y ANCHORAGE ANCHORAGE f CENTERUNE 8'�•,TYP•� ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2•04* 24 MAX } EXAMPLE'5 PANEL 2TRACK 90°OUTSIDE CORNER-pXX1XX0-EXT MOUNT POCKET ANCHORAGE PLAN: D.C. 48"x 96"NOM,.PANELS,ANCHOR GROUP CIN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) f ' �, S" SPLICE NOTE: Ir ANCHORAGE EXAMPLE NOTES: NON=STRUCTURAL 1 APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION(+1 ANCHORAGE ONLY: I ANCHORS MAY BE ADDED I i ,`) ) AS NEEDED TO ALIGN THE 2 ANCHORLOCATIONSPACINGFORANCHOR DISTANCETONExr EXTERIOR i ) HEAD OR SILL IF A SPLICE QUANTITIES SPECIFIED IN TABLES 1.3,SHEETS 6-8: �—CLUSTER � 48' I ,) CENTERLINE OF zao.c.,pRLEss i 21 : I i OCCURSATTHEP-HOOK. NOM. < I•I INTERLOCK HEAD&SILL 8"MAX.FROM FRAME CORNERS. `_ OC [HflUOClRI PANEL SEE"C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE WIDTH TABLES;SHEETS 6 8 AT EACH INTERLOCK AND °apkwltltlix DETAILS,SHEET 1d cF EwmeoF&�AueL ( 9Iectde STRAIGHT AND CORNER ASTRAGAL LOCATION, ( —Et2�•Q$ FOR INTERLOCK ANCHORS AT THE MIDPOINT OFENDPANELSARE'ONLY 15:64° Acceytvnteis' PLUS SPECIFIED QUANTITY OF ADDITIONAL REONIRED IFTHE O.C_DISTANCETO THE NEXTANCHOR i EiQhUtloO lF447 ^+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTERISOVERz4^,'OTHERWISE ANCHORSARENOT ADDITIONAL ANCHORS24"O.C.MAXIMUM. REQUIREDATTHEMIDSPANAS PER THE,FIGUREABOVE: ( EY- 3.5' 6'MAXI } BELaai_V-tleC)3a8mA' CENTERLINE JAMBS&P-HOOKS:6 MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)'UTILIZING ANCHOR 4UANTITIES:FROM APPROPRIATE TABLES,SHEETS'6=8.SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ANCHOR PAIR "+2°ANCHORAGE. REQUIRES SEE"C5"CLUSTER END PANEL CENTERLINE CENTERLINE "C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAG • I DETAILS,SHEET 11 �OF FOR ASTRAGAL 1_-0F (2 ANCHORS) g^ INTERLOCK ASTRAGAL 4051". I �—3:5^ I MAX. �I;n11'r _ EXTERIOR CENTERLINE "+2'ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERUNE OF PANEL 3 ��OF PANEL 4 OF PANEL SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS, ` 11070TECHNOLOGYDRIVE o� �rJT t3'AT ,- ti NVEKlCE,.FLso275 ANCHORAGE SPACING&EXAMPLEPLANS %�4�Z .FCG�I 0.,.•'�� (e41)40.1600 G7�ti er cERT:oPAunr nszss SERIES I M ALUM.SGEI-LM IMPACT JR 04/OS/17 R C CORRECTED EXAMPLE TO UPDATEDANCHOR VALUES. - rNu+n sy:o"m: a,ca"day uw: .... :sveuaun.: ... su•e -� a.,,+.s!rc " A.LYNNhIdI.ER.P.E. ` JR :1&IW14 scazm. NTS 9 22 PGT0130 C' P.E.x58T0s ASTRAGAL OR 6"DIAG._ ASTRAGAL OR; SPLICEIOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION i 2,04 INTERLOCK_, IF NEEDED INTERLOCK-w- CONDITION,USE INTERLOCK.. IF NEEDED .2•04 CENTERLINE I CENTERLINE "Ce CLUSTER DETAIL) CENTERLINE I + I( I. f I'I 3.5" 1.75" EXTERIOR I I G"DIAG. 7" + 7° ;' 1.75" 3:5" *— 21 4"DIAG. "D G MAX + { f 1 EXTERIOR 2.04" 2.04• 2.04" O.C. 21" {, t MAX.o� l 3.5" 4"DIAG. 7" 3.5" I EXTERIOR is EXTERIOR T' EXTERIOR. -- I, n �'�(, 7" -� 6".MAX. ,, �I , I7 2-TRACK FRAME HEAD1SILL 2-TRACK FRAME HEADISILL 0 2-TRACK FRAME HEADISILL 5',64" @ ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK R ASTRAGAL OR INTERLOCK } RACK (USE(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 j� 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR FOR SPLICE ASTRAGAL OR 6"DIAG, FRAME-JAMB ( I`SPLICE LOCATION ANCHOR PAIR INTERLOCK•��IF NEEDED INTERLOCK—j CONDITION,USE INTERLOCK IF NEEDED 2 EXTERIOR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE L . 3 5" 3.5" 3.5"' 7" I ANCHORS MAY BE INSTALLED 0 21" EITHER IN THE EXT_OR INT. 2.04" 4'bIAG. MAX. TRACK(INT.SHOWN) 4.08° 4.08" O.C. r 2.04" NOTES: 5�, 1.ALL DIMENSIONS SHOWN I L ARE BASED ON MIN. EXTERIOR 7" .EXTERIOR - 4"DIAG.. EXTERIOR, 3;5" 3.5" ALLOWED. �l J1 6"MAX I 1,! + 2.FOR HEAD OR.SILLSPLICE 3-TRACK FRAME HEADISILL I 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEADISILL LOCATIONSIANCHORAGE AT A ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 0 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 VROMILC RENFINM er romPb gwith tboF FOR SPLICED T1uwn Curie ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE A=PtusscFZa l -tIZ 43 INTERLOCKIF NEEDED INTERLOCK (FOR SPLICE INTERLOCK I CONDITION,DO NOT CONDITIONS ONLY; � yan -- C{ e2r CONDITION ) SPLICE LOCATION ,USE CENTERLINE I CENTERLINE I 'CENTERLINE USE THIS DETAIL IF NEEDED C6"CLUSTER DETAIL} wa;Il T 3. 2:04" 4"DIAG Z-� 4"DIAG. 2.04" I :` 2A4" 5.37°DIAG. II 4"DIAG. - 1 2 A. 4°DIAG: I .0 r Ir 3.5" t3C1Y_)'zi1jll Y'fi .EXTERIOR EXTERIOR 7" EXTERIOR 7" "_ —� 3.5" t� i c'.•!C 4-TRACK FRAME HEADISILL 47TRACK FRAME HEAD/SILL 4-TRACK PR 4ME HEAD/SILL' `T N fi� Q ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR,INTERLOCK (a)ASTRAGAL OR INTERLOCK trig 5Lrp5 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED "C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED "CS") WITH&WITHOUT SPLICE CONDITION D ti 1070 TECHNCLOGY ORME 'OF N..-910E.FL 34275 ANCHORAGE,EXAMPLE.CLUSTERS F,e.Y,n� ti (941)480.1600 - ssnf r: �• R z CERT.OF;4UTH./�206 SERIES 770 ALUM.-SGD-LM IMPACT 'ij�N�AI JR 04/O5/t7 C NO CHANGES THIS w..a,"n -sw° -�+.� A�LNNNULLEt't,P.E. - & SGD-770 NTS 10 "'22 PGT0190 C P.E.#58705 JR. 10110114 2.04' 2.04" INTERIOR 2.04" INTERIOR 2.04" + 1"ANCHOR: INTERIOR INTERIOR i s _ 7• 4"DIAG. I 4"DIAG. 8.94' 6.12' 6A2" 3:5" 3.5" INTERIOR I i 3. INTERIOR " 7 INTERIO. 1. - ` INTERIOR., 90° '3. 90 3: '. I 1 I CENTERLINE EXTERIOR EXTERIOR - \ 4"DIAG. - 4"DIAG. `~OF PANEL 3.5" / 3.5` 4" 3.5" 3 +2"ANCHOR 2.04" EXTERIOR 4° 7" 2.04° EXTERIOR 4° 2.04" 7° 4" 2.04" EXTERIOR 8.94' EXTERIOR 4.DIAG. 90 CORNER 90 CORNER 135°CORNER 135°CORNER 2-TRACK FRAMEHEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 3.F (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,"L ANCHORS ARE REQUIRED,"C6') I'-OF PANEL INTERIOR EXTERIOR INTERIOR I� S 4.08' °+l"ANCHOR "+3"ANCHOR INTERIOR 3.8" INTERIOR r 90, E 7 135" 2.04' ° ° 4"DIAG. EXTERIOR 3 I 3.5" 3.5° 4.08` 4.08" 7° 7" 5.37" G. 5.37° IAG. CENTERLINE `7 CENTERLINE OF PANEL 3.5 ° 4" 3.5" OF PANEL 2-TRACK FRAME HEADISILL EXTERIOR EXTERIOR 7" -�- 4" INTERIOR- ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT 90'CORNER 135'COR R' EXTERIOR VIEWS 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL ("C6"ANCHOR CLUSTER REQUIRED ("CW ANCHOR CLUSTER REQUIRED AT ALL.3-TRACK CORNERS) AT ALL 3-TRACK CORNERS): 4 DIAG. lRODUCT RMEAW as wmPty46C with t� 73utdiaQ('adr INTERIOR 6.12' INTERIOR 2.04" T {�-1Iz�•o3 -- 2.04" $cceptaaee`da 6.12° 3.5" E:pisaaNnL�tr.?, L`2j.��5� EXTERIOR I _ CENTERLINE 4' INTERIOR 5.88" OF PANEL INTERIOR 90 3,5' O 135 '+3"ANCHOR 4" T 2.04' D AG. 3.5" 4.08 6.12" � 4'DI AG. � 6.12" j 7" EXTERIOR 1 `Mil flllft 2:04" 7"3:5" 4" LY 4°DIAG. EXTERIOR 4" 3;5" CENTERLINE `��\ Qh .1. lift/rr`; EXTERIUR 2.04" t}OcM1,S� •.Z/� I OF PANEL ��,• 90°CORNER 135°CORNER 4-TRACK FRAME HEADISILL 4-TRA61<FRAME HEADISILL 4-TRACK FRAME HEADISILL _ No.Se705 C°gT ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) NOTES: !{oK I <1J 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1o7oTECHvoLOGYORr✓e n wwe Qfi SATE Or ` �4 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND.WOULD BE ANCHORAGE,EXAMPLE CLUSTERS %�tc� fl;�?�•'���. IDENTICAL FOR EXTERIOR ORINTERIOR CORNER CONFIGURATIONS. CERT.CFAUTH:X29296 SERIES 770 ALUM.SGD-LM IMPACT JR 04/05/1T C NO CHANGES THIS SHEEL e;,,.,.u„r.., sa< sr w. -- r...- A.LYNN MILLER..P.E. ua"n ur•can: cwneur aarc lj�T- SGO.770 NTS 11 r 22 PGT0130 -C p,F-x 567os JR ,CifO/14 INSTALLATION DETAILS EMBEDMENT:.SEE TABLE A,SHEET 1: EMBEDMENT:SEETABLE'A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE-TABLE'Ai SHEET 1 SEE TABLE A.SHEET 1 2-1/16" EXTERIOR 21/16 ` 2 1116"` _ _ 1/4 NOTES''A D MENSIOS D 1/4" -_ MAX. SHOWNARE BA - r SHIM -... — SHIM, EXTERIOR r1 L` �: EXTERIOR SHIM ONMIN'ALLOWED. i 2 METAL OR WOOD EMBEDMENT: f 1 - SUBSTRATES MAYBE SEETABLE A,. I USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYR,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES &TABLE A,SHEET 1 NOTES,SHEET 1 &TABLE A,SHEETI NOTE 4,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 DIAGONAL O.G.IS 2-TRACK FRAME HEAD 3 TRACK FRAME HEAD �4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) Aw WOOD INSTALLATION aw WOOD INSTALLATION.- �METAL INSTALLATION OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP:, METALTYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES' SEE 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 S E 1'(114"MAX.) + SHEET 1� 1 SHEET 1� 1 UBSTRAT d (1/4"MAX.) c » (1/4"MAX.) — L_ 1 i f I I' EMBEDMENT.SEE' EXTERIOR - `~ EXTERIOR EE:--- EXTERIOR, .._........_ --- TABLE A,SHEET 1 2-1I16 2-1/16"' � 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A;SHEET 1 SEE TABLE A;SHEET 1 SEE-17ABLE A,SHEET 1 EMBEDMENT:SEE'TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1 INS D INSTALLATION ILATION WOOD D' T E SILL a 3-TRACK L ME SILL 4-TRACK FRAME SILL WOOD Fw METAL_INSTALLATION EMBEDMENT:SE pfi nrrRENEWED TABLE,A,SHEET ; as tonPwg.hbtGs rimift 8uiding Cuds 19"I I-a 4,Gz EMBEDMENT:SEE ncs`ptn°�cru° TABLE A,SHEET 1 EDGE DISTANCE: Exoral oo pZ f \ll l SEE TABLE A, METAL TYP EMBEDMENT:SEE SHEET 1 � ypy TAB LEA SHEETI_..{ !f� EDGE DISTANCE: SEE ANCHOR j 1�I NOTE 4,SHEET 1 \ EDGE DISTANCE: �,i�Ili SEE TABLEA, 2X WOOD '\ 2X WOOD /ll SEE TABLE A, 1 t I SHEETI TYP:,BEE ANCHOR SHEETI TYP.,SEE ANCHOR II�1'1! 1 2-1/16"` NOTE 3,SHEET 1 NOTE S,SHEET 1 SMS ANCHOR TYP., I 2-1/16"' SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1116"' &TABLE A,SHEET 1 Elr WOOD ANCHOR TYP., 'i l MIN.OF 3 Y l l 11 SEE ANCHOR NOTES ��rl 1 r &TABLE A,SHEET 1 n,t,t! SEE ANCHOR NOTES THREADS `\ fiV /! 1 A +++ i1`;Iti11` &TABLE A,SHEET 1 f t EXTERIOR I { BEYOND THE ti 0 .- C .9r` +ice EXTERIOR I U!!il( I EI METAL ,4 \,SC qL iIL„1. EXTERIOR I'�1 f j r I 1/4"MAX.SHIM��I.- a i SUBSTRATE •.7� 114 MAX.SHIM III-- :ao.5a.Os 1/4"MAX.SHIM �-- _ z 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - ® lw METAL INSTALLATION Gw-WOOD INSTALLATION Hw WOOD INSTALLATION ,,rrry f0707ECHNOCOGY DRIVE nO1p�" " -•C� "1J N.,VENICE,FL 04775 ANCHORAGE DETAILS %tc Ft c.tl�;;.•,•,��"�.` 041)460.1600 rr« +++sS��l fiil..�` wsn ey.nma. Rmisws. CERT.OF:AUTH..-2919fi SERIES 770 ALUM.SGD-LM IMPACT II 1 1 Otis ' JR 04(05/17 C NO.CHANGES THIS SHEET. s a..wm"r •w"n.•.- a�w n"«yw, B''•" A LYNN M��ER..P.E. de .BY: - Gedttd BY'.ONx•- ..... 22 PGT0130 JR 10110114 - SGD-770 NTS 12 m C P.ES 58T05 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,"SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A.SHEET 1 _ A,SHEET 1 2-1/16"" PER TABLE 2_1118•• PER TABLE 2-1116" oDIAG ALL O.C.E S A,SHEET 1 _, A,SHEET 1 <_ — 1l4" OVAL EXTERIOR c (�MAX. MIN 4"(HEAD&'SILL) SHIM OR 6'(JAMB)SEE iT4 r T EMBEDMENT. J 4 1/4" } 114° DETAILS,SHEETS L EXTERIOR L EXTERIOR 10&11. SEE TABLE A, MAX. a MAX. /� SHEETI SHIM I 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 I TABLE A,SHEET 1 ANCHOR,NOTE 3,SHEET 1 TABLE.A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK-FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION. Rc 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,SHEETI 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 OW MAX.) SHEET 1� SHEET 1� — _.� (V4"MAX) (1l4°MAX.) I} 4 _ EXTERIOR I -• EXTERIOR EXTERIOR 2-1/16'• �` i---V V `+' CONCRETE 2-1/16'• 2-1116°' 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;SEETABLE:A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 16Eh 3-TRACK FRAME SILL 4-TRACK FRAME SILL oc CONCRETE INSTALLATION Ee CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE I rRODiBF,NEWED TABLE A,SHEET 1 i ue rnmPllinKwkA tGeFbr k�S EMBEDMENT:SEE 6uldf g CadeII A«e,m,r«nw l9-1 t2c•b3 TABLE A,SHEET 1-^I EDGE DISTANCE: €api'.dw ttatC d�f EDGE DISTANCE: SEE TABLE A ' . , P ROPERLY SECURED ay. EMBEDMENT:SEE CONCJCMU ANCHOR I _'� SEE TABLE A, 1X WOOD BUCK TYR., SHEET 1 y--jQ � TABLE A,SHEET 1 I— TYP.,SEE ANCHOR ii% SHEET 1 SEE ANCHOR NOTE 3, it `.EDGE DISTANCE: NOTES&TABLEA:,, SHEET 1. PROPERLY SECURED i SEE TABLE A, SHEET 1 I X WOOD BUCK TYP.,' 1 SHEETI III 2.1116"' 2-1I76"' SEE ANCHOR NOTE 3, CONC./CMU ANCHOR SHEET 1 # f TYP.,SEE ANCHOR CONC9CMU ANCHOR 111 2-1116" PROPERLY SECURED NOTES&TABLE A, 1X WOOD BUCK TYP., SHEET 1 CONCRETE TYP.,SEE ANCHOR ,t rt I 1 � SEE ANCHOR NOTE 3, CONCRETE "_OR CMU }''Hit, NOTES&TABLE A, SHEET t \ CONCRETE SHEETI ( OR CMU EXTERIOR +' I PER TABLE �� tV td1�jX'7�,, EXTERIOR OR CMU ��' PER TABLE �) ! A,SHEET 1 �`���` r_h f/� '.,. .EXTERIOR I 1 `�•,, �,l SE• ( i PER TABLE �n 1. A,SHEET 1 I X MAX.SHIM N+— V A,SHEET 1 1/4°MAX.SHIM—�F►— 114-MAX'.SHIM I-- v x N0,58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB -Gc CONCRETE/CMU INSTALLATION. He CONCRETEICMU INSTALLATION Ic CONCRETEICMU.INETALLATION 1070 TECHNOLOGYDRIVE �""'�^"' '-;,;, A • !f N..VENICE.FL34275 ANCHORAGE DETAILS F`oR� ,.' a ryl a>• - 480-1600 CERT.OFAU7H k29296 SERIES 770 ALUM.SGD-LM'IMPACT I JR oilua✓17 .0 NO CHANGES THIS SHEET. seA.a,oa. ud�.: =°�« a"w°L w:. nec �f1� t ovw,er, aaa aaxw. an.• ___. A LYNN MILLER,P.C. JR 10/10/14 scD-na NTS i3 22 PG C PX.M58705 ` INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAMEJAM9 -SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN;ALLOWED, INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2:FIGURES,ON THIS SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATERNJATEft ER CONCICMU ILLUSTRATIVE WOOD ANCHOR TYP., PURPOSES ONLY,SEE s= L �=5 ANCHOR TYP„SEE _r,.. SEE ANCHOR NOTES ; TABLE A,SHEET 1 FOR EMBEDMENT: = -' •-- —— &TABLE A,SHEET 1 26 ANCHOR NOTES& ALL.APPROVED SEE,7ABLE A - TABLE,A,SHEET 1 SHEET 1 ..._. _ _� ry 26 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES: _..._ 1._ EOG DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3; SHEETS 6-8 FOR TABLE A,SHEET 1 EMBEDMENT J Zg OOK �n7 ` SEE TABLE A, P-HOOK MOUNTING REQUIRED P-H 26 I SHEET 1 ADAPTER CONC.ICMU AND P-HOOK EXTERIoIi MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., C7_ ANCHOR TYP.,SEE ANCHOR QUANTITIES, SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT;SEE A,SHEET 1 CMU PER TABLE ON SHEET 9. (ALSO SEE TYP.9) 2;693"MIN. A.SHEET i TABLE A,SHEET 1 (ALSO SEE ON, ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS 46a P-HOOK FOR USE WITH ANY SILL RISER .Iw PARTS#I S.#20,#22 OR#24, PARTS#18,.#20,.#22 OR#24,. WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIORCONDITION METAL TYP„ P-HOOK.MOUNTING SEE ANCHOR D EMBE TABLE A,SHEET 1 EMBEDMENT.SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU ER TABLE NOTE 4,SHEET 1; ADAPTER SMS CMUP TABLE A,SHEET 1 ANCHOR-f'YP.,.SEE MIN.OF 3 THREADS � ANCHOR-TYP.,SEE - ANCHOR NOTES 8 TABLE A,SHEET 1 BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE &TABLE A,SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: 1 ILLUSTRATION;SHEET 9) rnouucre�Ma ILLUSTRATION, SEE TABLEA, i o+elSinq wltL tDr$pW$ 28 SuidSa2.Code EMBEDMENT: SHEET$) SHEETI Aaceptonce]Ve t2d'43 �,:: CsipirHinei Ua 2(' SEE TABLE A. E DISTANCE;SEE i SHEET 1 TABLE A,SHEET 1 ,�__ 1-i/4"MIN:EDGE DISTANCE 8�ta�1lBa6e 30 f ri P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK:CONC.ICM EXTERIOSEE ANCHOR N07ES ANCHOR TYP•,SE &TABLEA,SHEET 1 ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEETI 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 �7 rrr-1 l7 / Kw PARTS#19,#21,#23 OR#25 Kc PARTS#19,#21,#23 OR 425. YNA' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR i`�{� c j y (SEE TABLES IA,2A&3A MOUNT MOUNT (SEE TABLES IA,2A&3A FOR WATERRATINGS) ONLY FOR WATER RATINGS) ONLY Mo 58705 �f., ZM1 7070TECHNOLOGYDR1VE' � ' N.VENICE.R 34275 ANCHORAGE DETAILS ~ Q` "feT� t� It/��' 1941/460-16VO ��n''•.,1/�No .•' �a �• gym: R � CERT.ovau H azs2s6 SERIES 770 ALUM._SGD-LM IMPACT' '"5'S'/ JR 04/05M7 C NOCHPNGES THIS SHEET. ' suc: s aewr•c:. rw �! ��,NT•S ?4 ��22 PGT0f30 C P• s JR 10110/14 GONFIG" EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION. DLO TYP.PER TABLES 1-3 DETAILS'AW VAc', WIDTH NOTES: : INTERIOR SHEETS 12'&13—\ EXTERIOR 1)SEE SHEET 17'FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90" APPLICABLE.SEE DP/ANCHOR PANEL -PANEL �� TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER.DETAIL'N2', PANEL HEIGHT AND WIDTH.SEE TYPE OS' 'AS' TYPE SHEET 19&'CORNER p A' W ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION NOM: MAX.UNIT DETAILS AND SHEETS 12 14 FOR MAX. PANEL. MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS PANEL % DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. ' HEIGHT TABLES EXTERIOR INTERIOR SEE PER EACH LOCKSTILE;LOCKING INTO NOTE 2 TABLES 1-3 1-3 .KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL: a l� JAMB.DETAIL'03',SHEET /) .3)PLEASE SEE APPLICABLE X X 18;INSTALLATION DETAILS:J ASTRAGAL&INTERLOCK X X 'Gw'&'Ge,SHEETS 12&13 COMBINATIONS PER OPIANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7' 90, DLO HEIGHT=DOOR UNIT HEIGHT-10.125 SILL DETAIL'D',SHEET 18;7 INSTALLATION'DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANELHEIGHT=DOORUNITHEIGHT-1.886" 'Dw'&'De,SHEETS 12 9 13 �-SILICONE HOT-MELT BUM STRUCTURAL SILICONE STRUCTURAL SILICONE 3116"NOM.IWNOM FOAM--\ BY OTHERS'POLYISOBUTYLENE-- WITH WITH DESICCANT DESICCANT EXT.GLASS:- �j _+ � EXT.GIASS—x/ #10 X 1-112 PH SMS raoDucrRFNY.WffU •/' ! a mmplyft"ItAdteFkrv& Bld4is, Ne q PHSMS ��/ %�..._.IN7':.GLASS �,.�\—INT.GLASS AmWeama No I(..•�J�Z�-Q?j 6,zpiradvo Bath 25 D.KODISPACE 4STPS +zs SUPER G SPACER®NXT'" 14F1vtgiY+rd Prad�accm•1 .ALUMINUM j_REINFORCEMENT pOLYISO- —DESICCANT FILL AREA • BUTYLENE • 5116'NOM. PANEL CORNER FRAME CORNER 5116"NOM: SEAL DETAIL DETAIL BLnvLs ROLL-FORCANT MED rSILICONE SEAL DESICFAAM f\ STAINLESS STEEL EXT.GLASS Part# Description Material EXT.GLASS f !f/ 124 KommerlingASG TPS Spacer System UNA/�. See this 125 Quanex Super Spacer nXT with Hot Melt Butyl: � (� / ��. �;CEN,<• �� i 126 Quanex Duraseal Spacer Sheet for INT.GLASS L INT.GLASS Materials � No. 6i05 '•. 127 CardinaL�Edge Spacer `z DURASEAL©SPACER n XL EDGET"SPACER ; -REFERENCE TEST REPORTS:FTL-8717,8958&8910 f0701ECRNOLQGYDR/l!E- ~,y5 rt ;-2- N.VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE:-ELEVATIO oalnr,,, 2vm ume xew:a¢: - CERT.OPAUTH.XM296 _SERIES 770 ALUM.SGD-LM IMPACT JR 065117 C NO CHANGES THISSHC-ET. s<rewm.A awn; atix aa..yr:. aa,c ua e va": G:awmnr uw: - 'S M 22 POT0130 C A.LYR E.#587051 A E JRr: IOIIW14 _... SGD-.77C /1/TS 75 ' CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 'M',SHEET 19 OPERABLE JAMB DETAIL'G3':SHEET 18; ^Y—INSTALLATION DETAILS'Gw&'Gc',SHEETS 12'&13 ( HEADER DETAIL'N,SHEET 18; MAX' IXED-JAMB DETAIL'G2', ASTRAGAL 'HEADER DETAIL'A',SHEET DLO SHEET 18;INSTALLATION DETAILS'L1'&. 18 INSTALLATION DETAILS /INSTALLATION DETAILS'Aw'&'Ae, WIDTH JAMB DETAIL'G3',SHEET DETAILS'GW&'Gd, L2;SHEET 19 'AV&'Ac,SHEETS 1,2&13 ✓ SHEETS 12&13 Type 18;INSTALLA?ION DETAILS SHEETS 12&13 ^ 90° ."r'Gw'&'Ge,SHEETS 12&13 PANEL PANEL PANEL PANEL ( 'p. PANEL PANEL _ TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE o 0 R' 'L' D' A' 'A' TYPE TYPE K I� INTERLOCK DETAIL MAX. 'CS' Os' MAX. 'M',SHEET 19 NOM. UNIT UNIT PANEL /A HEIGHT SILL DETAIL NOM, f HEIGHT SW OUTSIDE CORNER �y WIDTH L f / PER D',SHEET PANEL 1/ PER DETAIL'N.1;.SHEET 19& MAX• PER SEE TABLES 18. MAX,f' WIDTH TYP. SEE TABLES CORNER ANCHORAGE DLO NOTE 2, 1-3 DLO PER NOTE 2, 1-3 SHEET"11 HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT SHEET 15 DETAILS TABLES 1-3 INTERIOR p SHEETS 12 b a � EXTERIOR NOM.PANEL X X X WIDTH TYP. &13 , ' -'PER TABLES MAX.UNIT WIDTH_ ✓ SEE FRAME& 1-3 MAX.UNIT PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH'�� CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'DD',SHEETS 12&13 EXAMPLE:906 OUTSIDE CORNER-XX/XX(2-TRACK) _ JAMB DETAIL11%SHEET 18;, ASTRAGAL DETAILS'Lt'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� -1 INTERLOCK DETAIL'M',SHEET 19 is SHEETS 12&13-\ HEADER DETAIL.':',SHEET' --� `HEADER DETAIL 1 "1 --- 1 18;INSTALLATION DETAILS ETAIL'H2',SHEET P-HOOK DETAIL'J'&'K.SHEET 'B SHEET 18; —'S 'Cw'&'Cc.SHEETS 12A 13 18:INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION - JAMB DETAIL'12',SHEET 18;INSTALLATION 'HW&'Hc,SHEETS 12&13 Ve,'Kw'&'Kc,SHEET 14 DETAILS'Bw&'Bc', DETAILS'IW&le,SHEETS 12&13 i,ROAOCr RENEWED SHEETS 12&13 ao weaplyeup*Jtb the Ftmles MAX.UNIT WIDTH r' MAX.UNIT WIDTH --� sueo-mds aecctnoaoe:u -I r26 o z- ... PANEL PANEL PANEL PANEL i' -PANEL PANEL PANEL PANEL TYPE TYPE TYPE. TYPE co L, TYPE, TYPE TYPE TYPE 63iaar OTA*! Aca covAlA R, M, F, M, F, F P: I. MAX. MAX.UNIT NOM. w'o i NOM. UNIT HEIGHT 6 PANEL z a j PANEL HEIGHT PER WIDTH TYP °? WIDTH TYP. % PER TABLES MAX. SEE PER SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 2 g j OTE 2, DLO TABLES I-3 1-3 HEIGHT SHEET 15 y i' SHEET 1 HEIGHT a , I , I X X X O .`�`� �\Y l: '`fv O Yf X X X 1 4 ` �,G,�:tccrtsG'll�jf��': �✓ EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; J No 93705 EXAMPLE:OXXXp SILL DETAILJE',SHEET 18, i y$= (3-TRACK,-RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS f� Fw'&'Fe,SHEETS 12&13 -O Ew'&'Ec',SHEETS 12&13 (� 1070 TECHNOLOGY DRIVE •(1/ N.VENICE:R34276 EXAMPLEELEVATIONS ''� fi• ,�,, �� (D41)480-1600 �. �n �� CERT.OFAUTH.#29296. SERIES 770 ALUM.SGD-LM IMPACT �'�,`rStal<tA!_�� ' JR 041007 C NO CHANGES THIS SHEET. •„sue ,,,,, 5nT a�a•_ �""°" a°' A.LS'PIfJ FArLEfd.P.E JR 10110•14 - F.. SG0=770 NTS $16 n 22 PGTO130 C P.E.#58705 , PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE KIT CORNER fNTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL A BOX4 N� 90 LOC STILE 90 OC INTCORNER CKSTILR os RECEIVER 90 ECEIVER EXT CORNER 35 RECEIVER EXTCORNER INTCORNER EXT CORNER 135 RECEIVE R STILE WIHANDLE BOX OUT BOX IN 90 RECEIVER TYPES OUT IN WIHANDLE W1HHANDLE WIHANDLE. W1 HANDLE WIHANDLE W/HANDLE WI HANDLE WI HANDLE 111i6 n116 #31 #31 ._,. .. . -...� "'L ,ter .•. - N120'/' 'kti G 7F678 #Eit tt67 ��-L 9616.1 SINGLE ;- - .re,L , �!.- TR TQ TC TA %""- TV TW iNTEORU�CK �- F PP K � -,� SINGLE INTERLOCK 8 E P A !% ! C C 'V SQ SIC SA -J V V V W IN c iBoxalT mox;wl // .. FIXED RR �I `-" V S ! !/ / STILE R I '. ,,,-= '!;;�'' ,:- �' ;% ",-= FD FC FV FIN ! / rAoxrnin famW) - /- LOCKSTILE -�-� f� �7 -D / WIHANDLE -' JV/ (BOX OOD (Box IN) W BOSXOUT fr ' LR % ,/� !' PANEL NOTES: d- 'W.'HANDLE LJ Boxo n !! % ! !! 1.SEE DP TABLES 1-3.SHEETS&8 FOR PANEL {— ASTRAGAL i ✓ SIZES&DESIGN PRESSURE. W 80X1N J Y j%' -,/� LEFT 'Q'INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF WIHANDLE Bax al ! J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS (- ASTRAGAL STILEEXTERIOR STILE AND ARE NOT AVAILABLE. (n BOX OUT /- 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES YBox LL OUT)OUT) rBox auO PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (961),CORNER RECEIVER(#118)AND EITHER LL ASTRAGAL % EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN ! / T U APPLICABLE STILEJASTRAGAL REQUIREMENTS'' ASTRAGALS. I80X/NI iBOX+tQ, —j ! / 4.1351 ASTRAGALS TO USE.HEAVY-DUTY.STILES so DCKSTIRLE ' RT CI / (#61,)AND CORNER ADDON(#31). J Wf HANDLE#120 J % ---�r- .232• W EXT CORNER rr SILL RISERS OPTIONS -� 232' z 90 LOCKSTILE� (/,'/� l^,/ - I - W.r HANDLE pi t �"T �`S '!", I-�-.232' a EXTERIOR tf'ii)f1LICT RENEWER a- tl67 f / _ .232' EXTERIOR — EXTERIOR •�2� ascBw S to wt2511mR17rd& EXT CORNER 2 �Y A)' fi 90 RECEIVER - EXTERIOR I a 06' aweing Crnfe W/HANDLE I+ 4.055' #t18`v CT CS �. !/ a —` .062' 3:305' Acctpfeace Nary^I/2l.•6"3. p 2.555" INTCORNER .. ..;! I I (J I: I J Eap€catins.Dat_e-_ �'z-ee 2:5".%" pp rr Q c l_ L IL_. 90.REC DLER !'l T A V DF '/ ��71 ,,.. ,ir_567A62' r�l--f �� �}-^L ,I�'��f uit_.i. Bp. f SGy L�•v...+•�.`im_; WIHANDLE #118 // // /�, ��.. r EXT CORNER f1i8 / / �F /f t8'FLUSHSILL ISER2FLAT' 20 LOWSILL R2 1/2"FAT SILL 22 MEDIUM.R. 2a HIGH,4"SILL ER,FLAT 90 RECEIVER -YL,_:a_ -.�, �- .750' EXT CORNER`43117 -+� 35 RECEIVER ? VT VS V F /,�"" I I'� 750" EXTERIOR WIHANDLE pgt/ty� l -�( .750' I 062" . 43 - - EXTERIOR. EXTERIOR I EXTERIOR 4 .-062" 136IRE RIVER L/0/T WS Y V F /" --�{ 35RECEIVER �/L/ !.-` a I .� :906' .062" 3:305° 4.055" WIHANDLE 1 .062' •�� .7 i ;i 19 SILL RISER.BOJ* SILL RISER BOX SILL RISER,BOX SILL RISER.BOX ;~ No.5£0,5 ` FLUSH.1-112" 21 LOW;2 1/2" 23 MEDIUM,3-1/4" O HIGH.4' 11 0 _ *NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6 8 1070.'VENICZ FLG32sty. .. PANEL TYPES 'r,�`,�F<�'2;oA..••`\ .` (941)4804600 I—, CERT.OFAITH.L29296 SERIES 770 ALUM.SGD-LM IMPACT JR �7 cnaatn oarc: GES THIS SHEET, - - .. - SGD•770 A.LYNNMILLER,P.E.„- a04 A �nT$ 17 d 22 PGT0130 P:E,#58705m 101101 0 ASSEMBLY DETAILS (SEE.SHEETS 12A4 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 OR 61 705 LOCKPART 17 106 FULL LENGTH 14 75.&.tD7-ti 60OR61Q4 OF JAMB 5 G3 60OR61 16 1. .. 5 ` Gr 6oOR61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL GI WITH 6°LONG CLIP#105 OPERABLE FOR FIXED LOCK PART 113 105 @ WI RETAINER#106 "` PANEL) - 80 PANEL CLIP - 75 a 107-110 v MIDSPAN (SHOWN WITH FIXED PANEL TO LOCK PART SEE DETAIL G2 5 �L EXTERIOR 103 758107-11 103 FOR FIXED s— THE INTERIOR) �l 113 5 103 so OR 6t EXTERIOR PANEL CLIP ',. 15 5 II 112 II FULL LENGTH Gz Ga #10 X 314° 123 40 6D OR 61 1'(,EXTERIOR - sms.X3 I OF JAMB 2-TRACK JAMB 2-TRACKJAMB �L,EXTERIOR ,P(;EXTERIO GL-FRIOR CLIP#80 OR#105 51 52 WI SCREEN vV �/ 6 LONG )�J, WI RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB e° 50 (SHOWN WITH __ H�.(SHOWN WITH HZ (SHOWN WITH. 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN 1 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED.PANEL,TO OPERABLE PANEL) ` 6001161 THE EXTERIOR) 5s THE EXTERIOR) THE INTERIOR) EXTERIOR IDEXTERIOR 2 112 _ 3 4 .. 45 5 113 :5 ,113 5 52 51 69 EXTERIOR 69 EXTERIOR EXTERIOR' 53 � ri ' PkODCCF RFNEWISB SHOWN WITH 2-TRACK WISCREEN 3-TRACK 4-TRACK MAX.UNIT A FRAME HEAD R FRAME HEAD C FRAME HEAD HEIGHT PER B � nKNe ( ^ttLW OPT.SCREEN � � �F1b TRACK TABLES1-3 :Eapra/Qon,Date I'S 53 69 V�l 69 EXTERIOR. EXTERIOR 52 51 72 OR 73 _ 73 72 OR 73 46. I_ t 1,. � 10 ' 113 48 41 11 t1 0 8 , EXTERIOR 112 5. 113 - 113 I . a 5 5 2-TRACKW/SCREEN 3-TRACK 4-TRACK FRAME SILLFRAME SILL FRAME SILL •' -� o.58705 J ! ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. €7 l'o"o 7ECHNOLOGY(TRIVE ° °"' 14 1 rF J . N.VENICE,FL.3Q75 VERTICAL SECTION DETAILS (8a1J480.1600 — ---d ;. ne°� U�• CERi:OFAUTN:l29298 SERIES 770 ALUM.SGD LM IMPACTS�t)NAL rl, JR 04/OSH7 O NO CHANGES 7H15 SHEET. - ' s«rwwm - sm ara:muny aec I1�4.VNNBUILLeR,P.E. JR 10110114 5GD•770 NTS 48 a,22 PGT0130 C P.E#58705 ASSEMBLY DETAILS (SEE SHEETS'12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 61 113 118 28.''. *Ill 7 11327 �03r 26 103 62 111 ^,63 60OR61 60 OR-b1 65 14 ..._._.. 29 120 65EXTERIOR: 111 ..62. 90° _ EXTERIOR ' EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS® INTERIOR(EXT.OR INT.MOUNT) �EXT.MOUNT ONLY 90° .LOCK PART 60 OR 61 .LOCK PAR LOCK PAR 75 8107-11 758107-it 758107-11 61 5 1faINTERLOCK M 14 �1,EXTERIOR U 113 EXTERIOR 113 11 'ITEM#61(HEAVY-DUN 113 103 11sER1oR T. STILE)SHOWN,ITEM#60 67 68 (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL 968 90`OUTSIDE CORNER 90'INSIDE CORNER APPLICABLE,SEE TABLES u WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS FOR IT (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 f•RODIICf RENEW7a _— Es wmplyle+C wiiD LteC 4a31� 31-. code 75&10741 K PAR 6AccsPtidinanw No.(`I-f 12 4.•p3 4 INTERIOR Fspira ion Date 135° �.Q 2!✓ 5 5 INTERIOR 6 Cbf— m i Dad- 11 7 135` 14 5 61 32 -- 103 61 32- EXTERIOR B1 .i:11j11�7tf1<t, LOCK PART 31 103 61 DEXTERIOR- 7 �� '��•'•yIGENS�e •,� 758 107-11 1a DE 135°INSIDE CORNER �a. •�,�c %' o 2-TRACK SHOWNjfa 135°OUTSIDE CORNER '"F' ' Ko 2-TRACK SHOWN 10707ECHNOLOGY DRIsi VE v':°`a'"" -' hR ATEO1.;` N.MVICE;.FL U275 - HORIZONTAL SECTION DETAILS,CORNERS (9411460-1600 JR a °=- cER7.OFaurH.rxa96 SERIES 770 ALUM:SGD-LM IMPACT JR 04/0&f7 C. NO CHANGES 7H)S SHEET. y�y�, — '� w„, �•* A.LYNN MILLER,P.E'f JR 'tONO/14 - SCD-770 11�TS 19 �+22 PGT0130 -C P.E:#.58705' ' PGT PGT' ' NOTES: Item PGT# Description Item PGT# Description Dw .# Dw #.;- 1)ALL ALUMINUM=6063-T6_ -_ 1 17306 5173D5 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 2 173Q3.. __ 61 7303 2-TRACK HEAD`AJIM:SCREEN RAIL 61 17326 ! 617326 PANEL STILE(HEAVY C'J1Y) 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 17312. 617312. 4-TRACK HEAD 63 1225' 61P248 VINYL BULB WSTP.-THIN(INSIDEANTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME.SCREW'COVER ! 64 ."1729 71729: "SILL END WEATHERSTRIP PAD 3 USE OF.#12 OR#13 REQUIRES 6 -17317 - 617317 FRAME.HEAOIJAMB ADD-ON: 65 17328 617328, INTERLOCK SCREW COVER ) 7 17304 6173D4 2-TRACK SILL' 67 17329 617329 ASTRAGAL - MIN.#10SMS QR.3116"'MASONRY 1 _ ;, _ _- _------.. --- ANCHORS Q.24"MAX.O.C. -8 17301! 617301. 2-TRACK SILL SCREEN RAIL 68. 17339 6173,39 HEAVY DUTY ASTRAGAL. 9 17307: 6173D7 3-TRACK SILL 69... 17324 '617324 TOP&-BOTTOMRAIL 10 17310. _ 617310 4-TRACK.SILL TO 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313, 617313 FRAME SILL TRACK INSERT 71 i 1695. 71695, 1-112'X I"XV4"HIGH FIN SEAL DUST PLUGS 12" 17315 - 617315 FRAME SILL SCREEN ADD-ON(SEE.NOTE.3) 72 8153 7M153X TANDEM ST.STL.ROLLER ASSY.. 13 •17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE-3) 73 ; 6153' 78153N TANDEM NYLON ROLLER ABBY. T4 SILICONE UOW-899;DOIV-995.OR GE-7700.- --- ' 14' 17305; 617305 2-TRACK JAMB '. 15' 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE'.3-PLY DUALLOCKWJLONG TRIM PLATE 76. 17306 _ 617308 3-TRACK JAMB 76 710103239 '10-32 TEELZISS SCREW WI TYPE"F'TIP - 17 17311. 617311 4-TRACK JAMB 77,; 7503239. 10.32 STEEL ZINC:W-NUT 18 17322, 617322 SILL RISER'4 FLAT,FLUSH;I.112" '79' 17357. 617357 �1";IG;BEAD 14 17319 -817319 S.1.LL RISER-BOX FLUSH,.1-112" - 80 .1F359 -617359. 7t16"BEAD 7FIXED PANEL:CUP 20, 17321'.- 617321 SILL RISER-FLAT,LOW,2-1W - 81' 17360 617360 19116'BEAD 21 17318 617318 SILL RISER-BOX LOW,24t2' 82 1224 6TP247K !VINYL BULB WEATHERSTRIP 22 17355 61735'i_ SILL:RISER-FLAT,MEDIUM,3.174• 83 61745 1745 LOWE INC,IIY'X 106"SGL'SIDE ADK TAPE,'POLYETH. 23 -17354 617354 SILL RISER�:60X.MEDIUM,3.114' 100 8052 48052 ROLLER.ADJ HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 1732D 617320. ,SILL RISER:-BOX HIGH,4' 102 1696' 71696 DU8TPLUG 26 17333 617333 .POCKET P-HOOK 103 8186 78186X I-KEEPER _._ � 27 �7070 67070' NEOPRENE-BUCBWSTP FOR R-F100K 1D4� .653 7SDKEEP_.- SC_REEN LOCK KEEPER. ..... -28 17394 7334. POCKET P-HOOK L40UNT 105 17344 617344. FDED PANEL CLIP-6"'LONG 29' 17335 617335 P-HOOK COVER 106. 17352.-1 617352 FIXED PANEL RETAINER--9116' ' 30 17348 617348. POCKET P,-HOOK FOR BOX PJSER - -107 1739 !. 71739' HANDLE KIT=INTERIOR RAISED WITH THUMB TURN _ 31 17378 617378' i35 CORNER 103. 1740 71740 HANDLE KIT=RAISED EXTERIOR HANDLE $2 17376 617376- 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WTIH.THUMB-TURN TTEMS'40.53 ARE SCREEN PARTS: 110 1732 7817& HANDLE KTT-P.ECESSEDEXTERIOR PULL k°ftOFEUCT'AENF;W ? <. 40 I 4319 512258. SCREEN SIDE RAIL-L.00KSTILE; 411 710X34PPSDAX#10 X3W PH,PN TEK-S,S. rs ce3nPtStafiw11h t3,p}'$d 840eX Cade 41. ' 7LOCKWGSK SCREEN LOCKSET 112., . 1235 1 67S":6 WSTP-,..270X.170-FIN SEAL " Aareppt.,m;Na 1-1171.a3 42 i 41816 SCREEN KEEPERSPACER.SET 113 1712 1 64066 .187'X.230'FINSEAL - ftTP«v¢a rMte :C 43 9152. 66152 SCREEN INTERLOCK ADAPTERS 114 71OX115PPX #10 X 1-1,2" 44 4428 64428 SCREEN DOUBLE INTERLOCK 115- 710XPPT #10•X I' - 14Lvzd la4 G� &utiy. -.- '45' 4317 6122.56' SCREEN TOP RAIL 1.16 !. 720XlX 014 20 X 1"S.S_ 46 ! 4318 5122S7 SCREEN BOTTOM RAIL 117 72OXI 12X. #14-20 X 1.41Z'S.S, 47'! 668 TSRAZ. STANDARD ROLLER 118. 17336 617336 90 DEGREE'CORNER RECENER, 48 1. 668 '7SRAX ISTANDARD ROLLER-ST.531,: 1.79 17397-�-:- - 617337' '90 DEGREE OUTSIDE.CORNER ASTRAGAL 49 i- 4344 54344 ISCREEN ASTRAGAL - 120. 17338 1 6117338 .;90.DEGREE INSIDECORNER ASTRAGAL % 56: 17349. 617349 OXO.SCREEN:ASTRAGAL ATIAPTER - 123 1735"s7 617352 jFVED PANEL.RETAINER;,718' - - --- 51 1 1692 61692 - SCREEN SPLINEI-IW' - `�• - 52 s 1694 '61694 SCREEN SPLINE..--150" 13 7 61816C20 SCREEN CLOTH �,l vl(MY& s 54 is 1725 1l2'X4'Xi116'SET.BLOCK,NEOPRENE 85+75 55 ' 1726.,, I*X4"X 1116"SET.BLOCK,NEOPRENE 85'tr-5 !Z 10707ELWN000GYOFIVE N. t9441)80 t�76 PARTS LIST r.. �cSlszooAL 6cYs4 W Q. max: CERI...OFAUTH.#29296. SER/E$,770 ALUM-SGD-LM IMPACT f/J A for JnRe.r. O410 c+NaO RANGES iHlSSHEET. " x 1a07f0/i4 SGa 77Q-. SLATS 1'.a0 y 22 1 as•"ateP GT0130 A*C+- t.�58706 ' 5.069" 8.562" -~� 1.36 -y 1.36" 1.211" LL 1.505" 0.089" 1 019" 'W' fILL _CD 0.062" 0,081" 0.0181". 0(606RAC HEAD to (0B3T6 AL)L 40 STILEEN 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" I 1.045" 1.211" 1.505" y 1.993° 0:062" 0.061"' 02 2-TRACK HEAD W/SCREEN TRACK-1 OB 3-TRACK SILL ����111 E.TRACK JAMB SCREEN (5063-T6 AL) (6063-T6 AL) @TOP RAIL (6063-TE AL). 63-T6 (6063-T6 AL) 7.10.5" 2-TRACK JAMB W! 6,221" 15 SCREEN TRACK -- - ... .. 0.0804 j (6063-T6AL) 1.36, 1.211" 1.505" i Imo-0.875" f.36" 1,993" 0.089" 03-TRACK HEAD Q 2-TRACK SILL W1 SCREEN TRACK Z -0.062° (6063 T 0,081" 46 fi AL) (6063-T6 AL) SCREEN BOTTOM RAIL 9.142" (6063-T6 AL) 4A9" 0.061" 0.080" 1 j NROriiK'i'RENEWBD - 1.211„ 1.505" 7,105" nseam{fytn�eif4elollwl &uH3t oCatc ' Acccg�.srcc Ne:)�^I(2b'•193' 9.141" ElpirAlilmOsszs � 0.081" 04-TRACKHEAD 02-TRACK SILL y- (6063-T6 AL) (6063-T6 AL)0.060, £dtcastat 1:514"L�O 0.062" 0.532° 0.760'1.2 0.060" 1,516" + 1.990 FRAME HEADlJAMB SCREEN. FRAME SILL SCREEN FRAME SILL SCREEN �� Nl LY"rIt `jrr r 0 ADD-ON 12 ADD-ON END ADD-ON 18 3-TRACK JAMB 18 (6063=T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SIVIS REQUIRES MIN.#10 SMS No,58705 OR 3116"MASONRY OR 3/16"MASONRY v 4-TRACK JAMB ; SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX,O.C, ANCHORS @ 24"MAX.O.C. (6063-T6 AC) �a :7079 TECHNOLOGYOR/VE °"" `Q N.VEMCE.FL`94276 EXTRUSIONS ,�'i�ll „ip, oe 0n `c NO CHANGES mars sHEEr. cERr oFavnv azszss SERIES 770 ALUM.SGD-LM IMPACT ao"n Br. aaa Cn"a""sy.Daa• - 0 sr seei tc.. snow. aan+"a ta av: f A LYN1J IN(tLER.P.E:. �R imtona sGD-770 NTS 21 22 PGT0130. C RE45aT0a 0:716" 0.83" 1 2.30.[ I4" 3:802" --y 1 3:802 --�I 1_ _ 0:752" I 1. 0.574" 0,796" 1,163 0.080" 0:062' _ 0 062" FRAME SILL P HOOK MOUNTING I 0>23P HOOKOSCBEW 7 0 075" 1 Ot� — 2s P-HOOK zs za J 30 P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.060" (6063-T6AL) (5063-MAL) (6063-T6 AL) (6063-T6 AL) (6063-T6:AL) (6063-T6 AL) 4" .155" �4" 1.Z39 I a.DSD"- -- f — f 0.830" L3,125" 1.600 0.1.33" J 1.600 0.062" 1.303, ) f 1.974" F+— 3.125" 05"016" 2A4" O.D62" 3t 32 62'ADAPTER i35 C0ORNER :135"FIXED MOUNT so STANDARD STILE sr HEAVY INTERLOCK STILE 65 INTERLOCK SCREW COVER' (6063-T6AL) (6063-T6AL) (6063-T6AL) (6063 T6AL) (6063-TB AL) (6063-T6 AL) 3.979" 3.979" { � 4.125" ilU10501, 1050 1.050 f _ Ifi "0.1:25""' 075" 1.6,45" Da162" 1.304" 1.645" �--_. 289 61i `� 465 ti S �045" >- I�— 3.25" ,045" �— f -OW 67 STANDARD ASTRAGAL 66. HEAW DUTY ASTRAGAL O TOPIBOTTOM RAIL 79 GLAZING el) ,et.�7116"'GLAZING 91:i6"GLAZING ; (6063-T6 AL) (6063-T6,AL)' (6063-T6AL) BEAD(I,G.) BEAD,FIXED BEAD (6063-T6AL) PANEL CLIP (6063-T6:AL) nstussOyinwtlA the 9to1@i+x (6063-T6:AL), np�4" mptar"No:1`')i2�;ro3 1.003" £spilsq ag Dian +x j 0:757" r 0:080" 1L 195 FIXED t �0719" FIXEDPANEL CLIP 2.893" 0..133" (6063-T6,AL) 1.498" Q.133" 1.498" 0,0$0" 4" L -ttf t1 0.709' t23 FIXED PANEL 5.621" � ( yp rr @RETAINER,718" 120 90"INSIDE CORNER ASTRAGAL (3 d 2.826" 0.086" 1 (6063-T6AL) 119 90°OUTSIDE:CORNER ASTRACAL (6063-T6AL) � ' >•� ti� Lc� Y (6063-T6 AL) • FIXED PANEL 11e 90"CORNER RECEIVER M.148705 t08 RETAINER,91W. (6063-T6.AL) r /� (6063 T6 AL) G (rC n f070 TECtiNOLOGYDRIVE - -- -•,� r'`.,~ A VENICE.A 34274 .EXTRUSIONS �,(�x R G=r21L)`' S`•.�y (941)40-1600 CERT,OFAUTH,n9M SERIES 770 ALUM.SGn-LM IMPACT r JR 04/OS%7 C NO.CHANGES THIS SHEET. um*tir asn.. cneuec:,y.twm: uwauaa+, IT sMe. a-".::u .E.#68705 JR "70110114 NT.S' 22 �22 PGT0130 C P.E.#58705