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HomeMy WebLinkAboutProduct Approval 41 MIAMI-60E MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmi8nde.a1v/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable Arles 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 I elow.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 inet r the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such pro uct or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detern fined 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 beer designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series "SGD 7'70"Aluminum Sliding G lass Door w/90°5:135°corners—L.M.I. APPROVAL DOCUMENT:Drawing No.PGT0130,title "Series 770 Ahem. SGD-LM Impact",sheets I through 22 of 22, dated 10/10/14, with revision C dated 4/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.B., bearing the Miami-Da a County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the iami-Dade County Product Control Section. MISSILE LWACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 expirati n date or if there has been a revision or change ` in the materials, use, and/or manufacture of the product or rrocess. 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 i followed by the expiration date may be displayed in adver icing 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 prc vided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 and consists of this pal e 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. 1 The submitted documentation was reviewed by Jorge M.Pla encia,P.E. NOA No.17-0420.12 MIAMtDADECOUNTY Expiration Date: February 17,2020 Approval Date: September 28,2017 Page 1 .� L f'^.. ,.f l � � � -, ' � � .. i p ,.�. � 't ��9�..,' s ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 14-0123.10) 2. Drawing No. POT0130, 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 Antho y 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.'ressure Loading per FBC,TAS 203-94 Along with marked-up drawings and insta lation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Durasea'Spacers), prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL 8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E. (Submitted raider NOA No. 16-0629.06) 2. Test reports on: 1)Air Infiltration Test,p 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 est,per FBC,TAS 201-94 5) Cyclic Wind Pressure oading per FBC,TAS 203-94 I 6)Forced Entry Test,per 'BC 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 La oratory, Inc., Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted tinder NOA No. 14-0123.10) 3. Test reports on:1)Air Infiltration Test,per TAS 202-94 ' 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test, er TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact T st,per TAS 201-94 6) Cyclic Wind Pressure loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023, FTL-5993, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FT L 6001 and FTL.6015 have been revised l and reissued on 12/29/09, signed and scaled by Julio Gonzales,1R, . (Submitted tinder NOA No. 09-0826.10) Jorge M.Plaseneia,P.E. P76/duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 t �rA�`" _ - .. � .r ;.. F' �.. � -• . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fe aestration Testing Laboratory, Inc.. (Subnutted render NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and struc ral analysis,complying with FBC-stn Edition (2014)and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer,signed and sea ed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 I D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory at d Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol@ Ultraelear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their j "SentryGlas@(Clear and'White) Glass nterlayers"dated 06/25/15,expiring on 07%04/18. ` F. STATEMENTS 1. Statement letter of conformance with F C-5'h Edition (2014) and FBC-61h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement Ietter of no financial interest dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by.RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, 117L- 8970 and FTL-8968. I _ G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series i "SGD-770"Aluminum Sliding Glass Doo s w/90° &135° corners- L.M.I. approved on 08/04/16 and expiring on 02/17/20. I �22 i Jorge M.Plasencia,P.E. P duct Control Unit supervisor ` N®A No.17-0420.12 Expiration Date: February 17,2020 Approvat Date: September 28,2017 E-2 i r i SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR rAmor nxnor Fnme LOn,Fd9e Nin INCLUDING POCKETS&90°/135°CORNERS GroaP A"e"°'lYP° Nemb°I S"Dskate 0193moloam Dn°sdmen1" M•hllmd"n 12164 BNS, Beathem Fvm(sG• Saw I IVC i 1 GLAZING TYPE (T7 LO led.F.-SMS.0 0053-14 aunTm S2 W74• O.WC f 1)DESIGN PRESSURES: BEE TABLE B.THIS SHEETS GLAZING DETAILS ON SHEETS 486. -90kl. .6115, 't" Nil ucaf a'R' enC LG.W 2 DESIGN PRESSURES: A ffra BO kW,Fr 110 k60 L9.33 Shel Stw YO• Wir 0.017(744) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. All Camrah tax el •vr tar? B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. w• AW&G.IwG /P hm* F11a4 Beek A8 tail r - 3• r C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fr STITAFe-DOW blTVmk hese sn C00 Y 1•vr 3)ANCHORAGE:THE 33.1!3%STRESS INCREASE HAS NOTBEEN USED IN THE DESIGN.OFTHIS AS ..Whom Pine o•o. r t• 1mr PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO f1x SWI SMS(Gr.6) m Pine SO a D.55 W CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 0 Butt-awyaci All 4053-11 AAAnkwn Ire• 8117 0.09V CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. afawe4ah) t 0.011• .336 t 61W =NA17 Q01G 14 W _ 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE _ _I•Be?udm0" -Al - - Om+ante .Zu t r TV 5)INSTALLATTONSCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 0" F,.55kiLI'M77Ra J6nbl P4mck e10lew Black(ASTM COO) 1• If 1-vr NARROW JOINT SEALANT. c O -7- 6) J 6)REFERENCES:ELCO ULTRACON.CRETEFLEXAND AGGREGATOR NOA'S,ANSUAF3PA NDS FOR ErO IAk"CaA Fr 188 kel,F,IT,UI JMb/Pagok Fla bell '711 tree 2-1 4' 1Vr WOODCONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL 1 b/P Hmiaw Sbek 111 x• -va• 7)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF D wallam con6mta .aa1x t tmr CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZj 11141 BS Elea COfaFhcO ym1/P4aa, Ca ,teElan a3lk 1• "• lana• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITI I EGRESS REQUIREMENTS PER Fr-12 A kd,F••118.7 ill row IT Rn 5711 x•Pr -va• CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. I AN Bwmsm O-.0.ut I• I Itar 9)TEST REPORTS:FTL-5980,FTLS993,FTL.Mi.FTL-6014.FTL-8016.FTL-6017,FTL-6022,FTL-6023, t y� � CON" meOIEANCHORAOnrTMOMTHAANOMrOANCHOR ORDUP4 ABOVE. FTL-6024,FTU-6025,FTL-6026,FTL•�31,FTL-6033,FTL-63AND FTL-7554 CHOOTMeaoFLw 2)ALLANCHORI EADTYPEBARBAPPUCARUL 3)FORSrCM MIN.FU-45KBLMWFY-33KSL 4)FILLED I.M­UES MAYALSO BE USED IN HOLLOW SLOCKAPKICATION3. TAB LE B.SEE DETAILS ON SHEETS 485 3)ANCIMS MUST BE OF SUFFICIENT LENGTH 80 THAT A MWWUM OF 3711WEADS DMENO BEYOND METAL SIMSWATE, TGbea M=Iptlan(Lkmc Tm,a Emamm la•MO ANCHOR NOTE m 711r Iamb-t(2)un aYtc HS Cdassalm.w Pyo lamer. 1)FOR CONCRE iWCMU SUBSTRATE APPLICATIONS IN MIMMI•DADE COUNTY,USE ONLY . I IDA WIT Laealn ad:Tnue•all w HE Geaawkn.09C Pve teeAaya MIAMI-BADE CC UNITY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE 04 Rlctaaaved:L211An a3nc HS Cbsaatm"SOed°eT. DISTANCE AND SUBSTRATE REQUIREMENTS. CNAenclanHaed:PJlknaiN'16Ghva2n.037SOtmmy. G5 rinmtai°3La.SH7TErtedaC•D•]R•AkSpw+7/16'18mhr?.RllkndJl6•NS Gbea tleLr.000'PVS HeCa7. 2)FOR OTHER UBSTRATE APPLICATIONS SEE TABLE A,TICS SHEET, GIA rlad LOU Nr TEnrd.Cw.aicAkBpae••me Lam-tL4 11-Mr 1a man akn.000'PYB kbArya PRODUCT REVISED GS-r W*m*a LO:NITTEafwcaP AkSp-f-L,mk.raR)Lk®ayla H9 mzeaan.o Er Bob"egar_* 3)WOODB DEPICTED AS IX ARE LESS TH/W1-tYCTHICK. °e"%"gptl1 wish ib.Nadel. PROPERLYSE RED,1XWOOD BUCKS ARE OPTIONAL IF UNIT IS WDA-MB o° oa,1 rta,aaeted ea:yr TEafed.Gm+lriCAb e•mcta:dDevrtT412n ar3nexs oh6•aim.0V16a k4aaD7. INSTALLED DI CTLY TO SOLID CONCRETE.WOOD BUCKS ROA-Na. '17.0420.12 m rn7LaNmtad:(2) a meANl Os:4.mn.tev's0 DEPICTEDAS ARE 1-IreTHICKOR GREATER.IX AND 2X BUCKS EKPirOven oAto02J1712020 IDA ONSLantmmd:L2 2canf1/d•ANN coca-.-..emnr. (WHEN USED) HALL BE DESIGNED TO PROPERLY TRANSFER [,9 rlsnt°OrA LO:3117 TEticdor00+317A4Spxe•7/18•Inn4u!cd: IIIn tlLf7 aN Gee.wEh Axl SO iTI Dy [;BA PLaakotee UL:vrruadaTGM-5neAkSpso•mctawute4 R)L"a avieANNGer•vilh A97 sG tmxvr. LOADS TO THE UCTURE.BUCK DESIGN AND INSTALLATION IS M(am oProaae cones • =Ata1EAtED THERESPONS ILITY OF THE ENGINEER OR ARCHITECT OF xs=HEAr sOteNGi11FJNED RECORD&TO E REVIEWED BY THE BUILDING OFFICIAL, GENERAL NOTES.............1 I yvaT-oarmosFOLaPVB KURAPA+AMERICAA.wc. 4)METAL EME TE TOMEETFLORIDA ANDCODE AND SS s�=A47sENrRYGIASGBYKURARAYAMEAIGOIC. EXAMPLE CONFIGS,.,......23 REQUIREMENT PER CURRENT FLORIDABUILDING CODEANDTO GLAZING DETAILS..........4.5 BE REVIEWED Y THE AUTHORITY HAVING JURISDICTION. ANCHORAGE..................6.14 OESIGNPRESSUIIERATNO 1 tWACT RATING DESIGN PRESSURES.._...6.8 5)IF SILL IST TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,xa30N RATEDFORLARGEASMALL INSTALL.DETAILS............12.14 NOTREQUIRE .IF USED,NON-SHRINK,NON-METALLIC GROUT,. 1105111. SHEETS 8.751 MISSILE INPAGT RESISTANCE ELEVATIONS-.................16.16 MAX.1/4THICI 83400 PSI MIN.,(DONE BY OTHERS)MUST FULLY „,NN PANEL/SILLTYPES._......17 SUPPORTTHE NTIRE LENGTH OF THE SILL THAT IS NOTTIGNTTO �` 1''.UGE"....... CODES(STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRI AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF F 1C FOOD,30#FELT PAPER OR MASTIC IS REQUIRED pr. •2017FLORIDABUILDING CODE(FOC),6111 EDITION PARTS LIST..._............_....20 SUBSTRATE IS ''�' NO.66709 .2014 FLORIDA BUILDING CODE(FBCL GTN EDITION EXTRUSIONS_...__......21,22 BETWEEN THE ROUTAND WDOD SUBSTRATE,OR AS APPROVED = 1a •i�'= .ASM 0130608 •ANSPAFBPANDS201G FOR WOOD CONSTRUCMON BY THE Al1TH0 RY HAVING JURISDICTION, p •ALUMNUMDESIGN MANUAL.ADM2GIS _ ��Q'•.. �E� �;• , •OSI510672 IaNTECIdlaY nrm .AMSC IW1 MtTAACEIR G NERAL NOTES AND MAP .•.•..!toa�M.:•�t?�`• .A mnoFAurR.mlw S RIES 770 ALUM.SGD-LM IMPACT AAEEd 'Iy��VALt1c` JR OQU.Yl7 C UPOAMDTORIC2°/7,REWSEDTABlL9/,Z3dA " r pew,. .. 7 �•,00A"04n6 Gu7m NTS•1 r 22 PY170130 C A LYNN P6 41 +araw i I EXAMPLE CONFIGURATIONSOTES: ic)—olf—Gu6mONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX UNIT WIDTH MAX UNIT WIDTH LOCATIONS USING DETAJL W,'Je.'Xwe OR'Xe INSTALLATION. EXAMPLE 4-PANEL)OM IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXp,PXXXX OR)OOO(p.O>70(IN POCKET CONFIGURATION PERTABLES14 PER TABLES I-3 CAN BE OX>D(p. BEACOM OF ANY 2 STRAIGHT CONFIGURATIONS. BIRATION MAX,,Ir,I MAX UNIT 3)FOR NOR PANEL WIDTH,SEE TABLES 1-1 H,,, HEIGHT Isar PERTABILESI-3 OD PER TABLES 1-3 'X'=OPERABLE PANEL, ii .,.INOPERABLE PANEL, W POCKET f—DETAtL LETTER f --­ --4 "OoorMETAL INSTALLATION!-PANEL 2-PANEL 0CIENSTALLATION CONFIGURATIONS CONFIGURATIONS SHEET NUMBER MAX UNITWIDTH UNITWIDTH OLD WIDTH-NOM,PANEL YAOYH-r NOM.PANELVAUTH 1,104 PANEL WIDTH OLD HEIGHT-DOOR UNIT HEIGHT-10.125" PANEL HEIGHT-DOOR UNIT HEIGHT-1.860'1,860' PER TABLES I-3 PER TABLES 1-3 7 MAX UNrT MAX .IT HEIGHT HEIGHTIy PER TABLES 143 TAE=1..3 Pw 3-PANEL CONFIGURATIONSQ�S 4r 4-PANEL NFIGURA*nONS PRODUCT oREVISED ORA th With e rf.ddo u dl.jI NOA410. 117-0420.12 MAX UNIT WIDTH MAX,U IT WIDTH Expl.tf..Oa712020 NOM.PANEL WIDTH NOM.PA WIDTH PERT LESI-3 f- PER TABLES 1-43 FIT HEIGHT NOTE HEIGHT PER 2'?m PERTABLES 1-3 ASUES 14 INS". ,IINIII INP/ se 6-PANEL CONFIGURATIONS TYP. Nm sa?cs Itr CORNER,Typ. (OUTSIDE CORNER SHOWN, 9 INSIDE CORNER SIMILAR) YL tam lrrcm"O�ARAT 7m p, Avr=nMpm COAFFIGUPA71ONS S,!2....Lj....w +z OxroFumtomae 7iRlES 770 ALUM.SGD-LM 11 jE 2 -22 Puu I i 3 I i I k , i i EXAMPLE CONFIGURATIONS,, MAX,TESTED UNIT WIDTH CONFIGURATIONS NOTES: 355.7/18'®O8'HEIGHT 1)ALL CONFIGURATIONS SHOWN AREALSOAVAILABLEAS i 300-ftd•0120•HEIGHT POCKET CONFIGURATIONSAT EITHER OR BOTH JAMB i NOM.PANEL WIDTH LOCATIONS USING DETAIL VW.Jd,W OR"IB'INSTALLATION: PER TABLES 14 EXAMPLit 4-PANEL X>=IN POCKET(P)CONFIGURATION CAN BE F� X�TOftX't00tp.OX30C IN POGKET CONFIGURATION i ". 2}86.6135•CORNER CONFIGURATIONS CAN BE A COMBINATION MAX UNIT 1 'L-7 2 STRAIGHT CONFIGURATIONS, HEIGHT,W OR 120' h /f ///{ /Y rffftjFOR NOM.PANEL WIDTH,SEE TABLES 13, IO°c NOPERAOPERABLBLEAPANEL.•p'-POCKET 6-PANEL CONFIGURATIONS t-�-DETAIL LETTER MAX.UNIT WIDTH 1 W-WOOD OR METAL INSTALLATION '0'-CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PERTABLE51.3 f s OLD WIDTH-NOM.PANEL WIDTH-r DLO HEIGHT-DOOR UNIT IMIGHT•10,126' MAX.UNIT s t I ga PANEL HEIGHT.DOOR UNIT HEIGHT•1,888• HEIGHT PERTABLES I.T 1g . 7-PANEL CONFIGURATIONS r 'PRODUCT REVISED "I" u e 53.011ng with tM 2Id.4* f1UiIdW6 COdP NOA-No. 17�Od20.12 ` MAX.UNIT WIDTH Cnpt.uo.Cato 024912020 NOM.PANEL WIDTH 0Y PER TABLES 1-3 t4lam no cen i t r j MAX.UNIT w to t / tiEiGtiT l I PER TABLES I3 / / / / I j E / / / � tuuulnn 8-PANEL CONFIGURATIONS r 4° •f3lt � twarmamtccrmtr�s "��.� 8 TI81 tt;`` j t xR PLBCONFIGURA77ON5 ~�'+.`IPS:`i°?o?.•6 �� cm 7kRIES7TDALUM.SGD-LM IMPACT m owvn c NotJNNGL3/+ass++EkT _ _ .�ima74 oa ses.-m 7m NTS 3 .12 PO70}30 C ALnttl� P.B. 1 i 1 I _ I I , i i - i i a I i GLAZING DETAILS(G3,(33A,G4,G4A,G5&G5A) 7116'NOM, 7/18'NOM. I*NOM. 3116'HS GLASS 3116'NS GLASS 3/16'ILS GLASS .050'_ .090'PVB •090" 18'HS G j 3116'HS GLASS 74 3118'NS GLASS 74 •AIRSPACE 74 , 311'jGLASS 62 82 ID 3/4'NOM. EXTERIOR 314'NOM. r314`NOM. BBE BRE GLASS 120.1 GLAS6 WE 00 11111:1 54 64 k — ' 7116'LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 f LAMINATED I.G.GLASS TYPE G5 r - ' I 8116'NOM. 9118'NOM. l'NOM. 3118'HS GLASS 114'HS GLASS 114-ILS GLASS .090'PVB ,pgp•PVB .090'SO 16'lis GLASS 114'HS GLASS 74 - 114`HS GLASS 74 WAR SPACE 70 1 4-1 GLASS PRODUCT REVISED i - 81 ae cemPlY,ne with mo Flofde Dupolnp 314.NOM. 314'NOM. NOA-Nw 17-0420.12 i 314'NOM. roA GLASS p GLASS /2&127 m pt.fl n Dsee0211712020 GLASS DBE Btu BRE Dy I IDR Mia Da - redact Cen e 81 B1 S4 64 55 I 9/16"LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS TYPE G5A LYNN uCEN,1F GLA7JNG NOTES! �*�. Na 54705 – 'ANM=ANNEALED 'HS'=HEAT STRENGTHENED SEE SHEET 16 FOR SPACER DETAILS. =p': ei( 'r-TEMPERED �� 'PVB'=.090'TROSIFOt PVB BY KURARAY AMERICA.INC. two M7GrAb •'• eTA'SG'=D90'SENTRYGLAS�BY KURARAY AMERICA.INC. Naaam DETAILS '."c`'•+?a/ ' � (w0oo-ltuo0_ALUM.SGD-LM IMPACT ''�isi;O//N�AL``��ENI n P40.Lf7 C rvo dUN6E573kS9EEL a..eu. r ALYIfIldlw�,PP. .e:em�Oee »p NTS 4 +22 P0T0f30 C P.R,MIm j n fOM0H4 wacmmanm I I I i I I . I I i i I GLAZING DETAILS(G6,GSA,G7,G7A,G8&GBA) I 1'NOM. 7116`NOM. 1"NOM. I 3118`ANN.GLASS , 3118'N6 GLASS 3/18'ANN GLASS ,090`SG ' 'GL— .090'SG 16•ANNG 3116•RS GLASS � 318'AIR SPACE 79 3118•ANN GLASS 74 1378'aLASPA CE 74 , 3110'IGLASS 02 83 93 314'NOM. 3/4'NOM. 124-+ ASS GLASS 124-127 314 NO GLASS BITE BITE BRE a E1cTER TO I 79 � 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16'LAMINATED GLASS,TYPE G7 'LAMINATED I.G.GLASS TYPE G8 I 1'NOM. 9116'NOR 1'NOM. i 3110'FIS GLASS 3116'ANN GLASS- .090. LASS . .�•S 114`ANN GLASS .090'SG_ 3/10'HSGLAS .090'50' 3118`�GLASS 5/18`AIRSPACE 74 114-ANNGLASS 74 10'AIR SPACE 74 I 1/4•T GLASS 114•I GLASS B PROD B3 UCT REVISED !b DW ding�ingowltd the Piotlds I e NOq.Ne. 170420.12 314'NOM. 914`NOR 9 pl.ti n ..I.0211020 W.NOR GLASS 124-127 GLASS BITE � 170420.12124-+4- GLASS BETE - �. _. .. BITE MI m-n a on re RICIR e+ 72 55 64 i ' 1"LAMINATED I.G.GLASS,TYPE G6A 9/16°LAMINATED GLASS,TYPE G7A 1 LAMINATED I.G.GLASS TYPE GOA `L1L1+1 N 11111j 7����;••No,69796 GLAZING NOTES: �9 •;14 j - -AN -ANNEALED C� �Y 'HS'=HEATSTRENGTFffNED SEE SHEET t6 FOR SPACEROETARS. %O•. a a�I�.:(��, T=TEMPERED f07a7EHNOlOQYGgVE •PVB•-.090'TROSIFOP PVB BY KURARAYAMERICA,ING �i,`'s'•. ORiOP,.•'�a'�': •s0'•=.09WSEWRYGLAs°BYKURARAYANIMC0.INC. ";mG NG DETAILS CEMCFAOn== S IES 770_ALUM.SGD-LM IMPACT //111111tt JR eLSa%7 C NO01AWf51W5SlEL7. 22 i �.m iala7i Ai m ;;TS A.LYNWIER PA rr =OC P"am I , I i I I I i I i i TABLE 1: TABLE tA; DesignPressure(DP)andAnchorQuantitiesRequired, MaxlmumDPforlill h:es: 801 Height to Max. DIP (for e0 approved configurations on Shoats 2&3) +601.60 pat (Water WenrotMn Rttmg) • For envier astrapti anchorage m 80•.134 corwr 11 ,I shed 11 (Ala/ba IMeod M Tab a tA) all Riser Height D-Urdt HdOd IFWt or Prueue'Box,see rmm.p si TaNe applies to Glass Typm 3, 80' 81- air Sheet 17) 3A 5,5A,7,7A,B e an eA d 00.X8•DLO 73-718.OLD 7DI DLO &5718'OIA FII.1.1/2' see note 3 a.SWA.WaalTrpe+al- AnchaGraup Anther Group A.h.a-up AmIm reap Imv-2.1/2• +48.87 below. Mali m-3.114' .50.0 A B I C p A B 1 C 0 A B C D A B C O -4' •60.0 +t +t • Gat I I..I I Carl Carl 65T .1 G+ • CA-I GOI •1 CA*I SEE NOTES LI If 24• PLO .12" B 8 B e e 1 B 1 8 B B 8 e B e It e B F4-.a 8+7 8+7 6+7 6+7 7♦B 7.8 7•e 7+8 7+8 7+B 7.8 T.8 7+8 7+8 7.0 7+8 Reactant GN G+1 GN G+1 GN GN GN GH G+1 GM GN G+1 GN G+1 N G+1 30• a0JarO a e - 6 e B 8 e B 8 8 4 e B B e B P-0ooa 6.7 B•7 a+7 11.7 7+11 1+8 7+8 7.8 7.8 7+e 7.6 ha 7+0 7+e 7+0 7.8 u �, HrrC/8g1 GN G+1 G+1 Gal G+1 G+1 GN GN GN G+1 G.1 C4.1t GN G•1 +1 G.1 36. O9' Jamb 8 8 e 5 8 B 8 e B 6 B B e B 6 a P•hmk BN 8+7 5+7 6+7 7.8 7.8 7+8 1+8 7•e 7+8 7+8 7+8 7.a 7.0 7+8 7+8 OR LENGTH Meadr5gl GN GN GH GN GN G•1 GN G.1 ♦1 GN G+1 GN GN GN N GN F4V 34JamB e 6 8 6 e B 8 8Bise DLO e+7 e+7 8.7 8+7 7+8 7+8 NB 7+8 7+B 7+8 T+e 7•e 7b 7♦8 7+e 1+8Hea.Sgl .2 G+2 G+2 G+2 G+T G.2 G+2 G.2 G+2 G+2 .T G.2� J.nD B e e e e e 9 e e B e B 10 B 8 e Pdnok 0+7 8+7 6.7 fH7 7.e 7.8 M 7♦8 7.8 7+8 7+e •8 7.B N .8 Ne FOR EXAMPLE ON USING TABLE,SEE SHEET& OH LENGTH i NOTES: OR RATIO n OR HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114'SILL 2)WHEN USING THE 2-1/C SILL,POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3.114•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}S EE DLO WIDTH e TABLE 1A. NOM.PANEL WIDTII-7' • 3)4,3.114'AND 2.1/2•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1?SILL IS NOT AND MU T ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY DLO HEIGHT- PRODUCT RE.VISFD BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITHTHE CURRENT FLORIDA BUILDING COE E(SEE DOOR UNIT HEIGHT-10.125 nademPla with the Florian ADN ADJACENT DIAGRAMk THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. eell.ngOA•N0.Ceadte 17-0420.12 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL.HEIGHTa 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1,868- BaplmCo.Dale 02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY.OND)E BY 2 FOR PAIRS TO BE INSTALLED. py / 0.7Um uet Con4e I Windork P-hook lockstlle is)arriD Stralght1strmal Lod¢nle ea 90•Anraeai eR 135-Astragal LodgB 0 AssombCl SVaightanra6al_ Assem 9 Astragal Assembly 135'Astmllal Standard Stiles Standard StileStantlard Stile Standardstlle Standard Stile H-irri tyStlic Hca utyS0le Heavyduly Stgo Heavy-duty Stile Standard Astrag.0 D� QuWd inside �( Corner Coma DEWeJ.�Y ,11111111111/r7 f C-I OuWde �`�11 "1.LC6NSF•�!/'� Inside Comm Coma Part e60(Stile) Part 1,61 pie) part 1191Out) Pan 161(Stile) 1F 1' No.58705 Part 460 QQ) grtD6D I'ar1 D60 Ponn67(ASVaguQ Part D60 Part 0116(Comer PWn131&132 Dari 161 - *^ RII8( Part 120 pn) (Com&Fxd Mount) �'O Arg' . `� FLame DP NDANCHOR4GE � S a2oalDA 6 ` I loaowotpm a�r�ONAL EN11� rFnr.oFAtmtatam SE IES 770 ALUM.SGD-LM IMPACT /11111 I L 1111 3B C JR mm, C REYS®iABtFL -arra aW4 A,LYMI AIALC0.PE ya ra..wac 506 NTS B +22 POTOfPED sstsB l .JR 1061'raLL AOnB� J{ I i i i . I TABLE 7. Design Pressure(DP)and Anchor Ounn1JtIm Required(torall approved configurations on Shoe 2113) M1a2imum OP lerall&12o9:4601.60 FOrr4mer r+oa9+l-h-p.an Ito•.13W omrmr urft-abeel 11 Way d BMed h/nab 7A) Deb Atilt Table apple to Glen Types 4,4A, 6.6A 7.7A a e 6A and the e9.1P CIO 73- O Midw DLO 115.7 DLO 01-71 974, 0.0 IW41 I SWAstinal rypea a hem brim. Arc Gt AeeMGmcp 1�R+^,9 A B 1--+71 D A B C D A B r C D A 6 C O A 0 C D A B C D A B C D A G D 1r Heaas GHUH • ♦ e GN GN UH • GH H HG1 H G• G• • G• • . • • • H2d' aAJamb 0 6 6 0 B a e e e 9 6 0 B B a 10 1010 10 10 t0 to 10 10 1♦ t• 10 0 10 10 7•e T•eTa We l.a T.9 7.8 r•a 7•a 7.e No 7.9 b0 e•0 0w ew bbl e•9 b9 b9 9.10 0.10 0.10 70 W .t9Ho 9.10 Head/Sol G.1 G.1 UH GH G•1 GH G.1 G.1 GH GH G♦1 GN GN UH GH CMI GH U•I UH G.1 GH UH G•1 G.1 GN U•1 UH UH GH GH 4137 O r Ja1M 0 tl a B e s a B B a e e 0 0 0 10 10 10 10 10 10 0 0 10 10 10 10 10 10 10 b7 aN G.7 7•e 7.e 7.8 7.a 7.a 7.a. 1.a ?.a 7.11 7♦ 7.8 7.e b9 a•D 6.9 B.9 e•9 ew b9 b0.0♦1 b 0 0H0 w10 b 0,�, fledSa CNt G•1 G.1 GH G.1 G•1 G♦1 G. G.1 GH G.1 G.f GH GH G.1 UH GH U•1 .1%I GH GH GH GH CN1 1 G•1 CN U.1 GH GH78' 0.O Jana 0 a 0 e e e e B 0 e e B e e0 10 10 to 10 0 70 10 10 10 0 10 its 10 0 f0 10 b7 I.a 7.a 7.e 7w 7•e 7•e 7.e 7w 7•e 7.0 lb 7•a aw a•B e•B e.9 ew b0 e•9 b9 9.1 9.10 b10 9.10 9.70 BH 0.10 9r10 gg WWISD G.1 G.1 U.1 G.1 GH U.1 GH #CO2C4-2 1 U.1 G.1 G./GH GH GH GH G.1 GH GH •t GH U. G.1 GH GH U. CMI GH CS. C941 H •l 6 4r W e e D a e a 6 e e a a e 0 a 10 10 10 10 Io to 10 0 10 to 0 f0 12 0 10 week b7 b7 b7_977-5-8 7•e .a 7.e 7•e 7♦a 1♦a 7•e •e 7•e ba aw be b9 e•9 be ba ew 9•to 0.10 b10 9.10 9 10 •Io 0.1 9.10 W3d1SYl G.2 G.2 G.2 G•2 U.2 G.2 G.2 2 G.2 G•2 U.2 G.2 Gl.t 04.2 G♦2 G•2 G♦7 U•2 C 2 Cbl 411.2 U.7 G.2 q.2 13.2 13.2 CS-2 05.2 C8♦2 fS•2 08.2 48' OAA Jamb B 9 D B B 0 a 5 B B 10 6 A e 10 10 10 10 10 0 f0 1 7 10 10 t0 12 1 0 10 plmdl 6.7 b1 6.7 b7 7.a 7.a 7.e 7.a 7♦e w 7.e T.e Te 7•e b9 b8 8w e.8 b9 b9 8•B b0 8.10 9.0 OHO 9H0 9♦10 0.0 9H0 0.10 Head1S11 G.2 U.2 G.2 G♦2 G.2 G.2 U•2 2 G•2 G.2 G.2 G♦2 CN G.2 G•2 fit' DLrO Jamb 0 e 6 9 e B e D 0 0 f0 a e 8 I°amol 6.7 b7 a•7 a♦7 7•e 7•a 7•e 7.9 •a eye 7.e 7.8 7.9 7•e Not available In these sizes Sr Ibselso G.2 G.2 G4.2 G.2 G.2 G•2 G.2 2 C4.2 G.2 G•2 G.2 G.2 G•2 U•2 JSnb tl 0 e B 0 8 e e 0 B 109DLO PJk6.7 b7 9.7 b7 7.0 7.e 7.9 .e 7.a 7.9 'He 7w 7•B b FOR EXAMPLE ON USING TABLE,SEE SHEET U. DLO WIDTH NOTES: NOM.PANEL WIDTH-7' 1)POSITIVE PRESSURES IN j TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL 2)WHEN USING THE 2.12'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 SIA Helg t to Max.(4)OP T�� OHRATIO21 DOOR UNIT HEIGHT-10.126' (NEGATIVE PRE&UNCHANGED).SEE TABLE 2A (Water Ilon Rod"g) H LENGTH 3)4-.3.1/4-AND 2-12'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I.12' S8IRISOrN ht PANEL HEIGHT SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (FIM ar Bm ere (•)Design DOOR UNIT HEIGHT-1.BBV POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pleasure,psi 911oet 1PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAMY THIS CONDITION IS as comp)yInPwith the Ptadda NOT RATED FOR WATER INFILTRATION. FLMh-1- acs rot.3 Dulldlna Colo4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION, lax•2.1 .40.87 NOA-R. 77-0d20.12 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Me 1191-4iumVY ±W.0 Eupira0an Dm 02117/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PARS TO BE OH RATIO a OH LENGTH ay INSTALLED. BEE NOTE 1.3 OH HEIGHT ral9m a urs en THE FOLLOWING ST LE B ASTRAGAL TYPES SHALL BE US ED FOR TABIE SEE SHEETS 21822 FOR, DIMENSIO ANDSHFETS IB8ISFORASSEM6LV DETAILS Intedodt P-hook lackstile®ilei Straight Astr.M W.V. 90'Altlegal U11-be P 13S'ASU29.1 LMtstilo® Asmmbly straiPhtAstntes] Assembly 'Astragal AsumhH 135'Astregal lie rsdurySNes Heavy-duty Stile HeaWifuty Sola Heavy-duty Stile Heaw•dutyStBs Hcavyduty Stile H ury Stile HeavydutyShce Heavydutyitile Sbndard Astragal � Ouide Carn Oudd held tsi- � corn tl 1111 L1-rF- I LJ dde `.�`l pNY LYNry '7 C .0 Inside Comet'1 1 tome Outside . Caa'�a"1,sG6NSF amel :Q�;' ': ': Part 061 PaR C63 PartaSi(Stile) parlg6l Portrt 8116(ComPart 061 er Part 119(OUL) Parts 431(&032 pert r6l Part 061(r2) Pan 0671AstMVI) Pall 12D(In) i Rachet) (Com.&Fad Mount) 107u vvac&Tlw7 DP 6DANCHOR4GE '.,O`S'•,`?,oamR:'G\�`�� CQm OPAUM rLl6m SE IES770ALL/M.SGD-LMIMPACT �'TS�IN1AL11,,EN``� REN5l3)TABLE27tEs10vFDGY.1"^t cdrarva nraw 0.LttNN0.LFR P.6, I JR 10'Ifvr4 4aA 70 NTS 7 m?2 PGTOr50 C pJID6D0S f 1 1 I i i i i I TABLE 3: TABLE 3A: i I - Dostgn Pressure(DP)and AnehorQuangBes Requlmd,(for all approved eonfIgurations on Shoots 28 3) Maximum DP shown below Sill H9lghtto Max.(+)bP _ Forimla mftzl Mh=P on 90•or 137•carnr wits,son eMet l l CAq M IMEW by T"3A) (Water lrmmum Rxtuq) Door 11,11 all Riser molpht i Taete ppitcs to Gms 7ypm 4,4A. BP 84' 06' 10Y log, (Flet or Box,see (+)Dodge G 6A,7,7A B a PA and the 0 0 ] !e• 710• D e• 8-I Pmsevo,pal ; StI1.1mmpal Wn shown beat, AnehOf AMhor Arsln,Group AM}ofG AMhor A MMO" Bhael t7) g C A B C 0 B C D B C D �C DC FeBn•1.1f1• see o a? m Prestwe +F 0 I 4/ ,6 f Love-1-Y `40.87 1T HefdSi Cal GIM GM G+1 Gil G+1 Ca1 CMt UN GN GN Cat Gat GN GM GM M GM G41 Cat 1 GN Medium• 1f4' 60.0 �• OIA Jamb 6 B B B 0 8 0 B B 5 e 9 8 B B 8 f0 iD 10 10to t0 '_-4480,0 P-hock 6+7 6+7 6+7 6+7 NB 748 7+5 N0 748 7+8 NB 74B 7i0 NB NB 7+8 a9 B+e B49 849 3+9 049 SEE NOTES 1.3 W^ Prosaum +F90.0 / 4!4)2.8 f a et i �, 23` HFadlea Cat GM GH GM G41 GM Cal Cal Gal G41 Cal C4+1 CAN G41 GM G41 1 Cat CAM G41C4+110441 C4+1 6 DLO JyrID 0 8 0 0 B 0 0 B 10 B 0 0 to B '8 B 10 10 10 10P-h0a 647 5+7 5+T 6+7 7+0 748 740 749 7+8 7+B 7+8 740 740 740 7+8 7+8 49 6+9 0+8 0+9+1-82.8 t sf py 29• HaaNSB G41 Cat GM G41 G+1 GM 0441 CAN GM Gat O1M Cat C5+t 0641 G+t GM 541 C8M G+1 GM C5+1 G5+1 C4+1 GM Q. DIA Jamb 70 B B B 10 8 0 B 10 B 0 0 12 10 8 8 12 10 10 f0 l0 10 10 10 P4nok 647 647 647 6+7 7+1117+8 748 7+8 748 740 7+0 7+B 0+8 B+9 0+9. 9 i9 049 6+8 0+9 9+B 0+9 049 Ce P1eSltaa +FBMe f +1-829 t 4Nfl0 s} I Q, 3S Hend15® G4+2 CA42 Gat G+2 G+2 G42 C4+2 Cat CN2 C5+2 t442 C5+2 C5+2 C6+2 CS+2 C5+2 2 C5+2 0542 C5+2 C9+2 C5+2 2 0512 OH LENGTH 4.•-- mO Jamb 10 0 B 9 f0 8 B B 12 /0 9 I a 12 1 10 1 B 1 0 112 10 10 10 12 10 10 10 P4nok 7+8 7+8 7+8 740 748 7401 7+a 1 7+8 1 8+9 1 8+9 1 A+9 I 8+8 Big 8+9 1 G+9 1 N9 1049 9+91 8499+9 8+9 0+0 0+8 0+0 jaws.PA _ +/.Oaopf Sua Nd.A +1-82.0 of 078.0 $ OHRATIOZl 43* 41` HaadISR C0+2 C5+2 G+2 G+2 C6+2 C9+2 C0+2 C6+2 C6+2 05+2 0642 C5+2 C6+2 CW2 2 v+2 2 G+2 C5+2 C5+2 C9+2 G+2 C5+2 C5+2 Ol0 Jamb 10 8 0 8 12 f0 B B 12 10 B 8 14 12 8 0 14 12 t0 10 14 10 10 10 S P-honk 7+8 749 7+8 718 B+e 8+9 Big 0+9 549 8+9 049 B+9 9+10 9 10 1 9410411118+10 9+10 8+111 8+10 0410 9+10 9410 1 NOTE A+!90.0 PSF PoR GLASS 4,k BA.7A,8&SA;+)-87.1 FOR GLASS TYPE 7 NOTES: PLE ON SHEET S ONGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'Sill. OH RATIO H LEOH HEIGHT 2)WHEN USING THE 2-12'SILL,POSITIVE WATER DP IS 48.87 PSF MAX WHEN USING THE 3.114'BILL.POSITIVE WATER OLD WIDTH e DP IS 60.0 PSF MAX.WHEN USING THE 41 SILL,POSITIVE WATER DP IS 80.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-r UNCIUINGED).SEE TABLE 3A DLO RETORT= 3)4',3.1/4•AND 2-1/r SILL HEIGHTS ARE TESTED FORWATER INFlLTI7ATION WHEREAS THE I.IR'SLLL IS NOT AND DOOR UNIT HEIGHT-10.125' PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN - ae compppine vrilh Tho florida TABLE MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL IIEIGHT Building CetlO BUILDING CODE(SEE ADJACENT DIAGRAMk THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.880' Nop-He. 17.0420-82 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. rxplmlbn o.f.0211712020 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. j 6)JAMB ANCHORS ARE SPECIFlED AS THE TOTAL QUANTIn,DMDE BY 2 FOR PAIRS TO BE INSTALLED. _ do -B e r uet centre THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FORTABLE 3 SEE SHEETS 21822 FOR PART DIMENSION ANDSHEETS 18&18FORA3SEMBLYOETAIL6. Straight Astragal Lueatla9 SWAUMFA l tile@ 13SAstragal iocksuiev Interlock F•hook LpckstilOAJamD AMbly straight Astragal Assembly 90'Ast al Amernbl 23S*Astragal IleatrydnyStAm Heavydutystile Rea Iduty5l0e Heavydutvswu Heavy-Autyst"o Heavyduty StOe Heald my Stile I 111mvdu1y StRe Heavy-dutystuo i HeavyduWA=44 Outside Outside e Comer �L-.GBtUIIINq/ , Iasldc fJu Lamer %_e1S.••LtCONSF / • Parl/63(Stllo) PartesilShco) p� 191OuL) part 0611Stilo) *rY'' Ab•58TH Part 461IQ) Partl61 Part 461 -Part 061' Part 01181Corner Pbtl318Y32 Part 061 _ Part 068(Astragal) Parts Iln.) •9 7 Rernhsr) ICam.B Fxd Mount) e temr6raAoccorpmvr .DO,��1v Z, Kt DP DANCHORAGE %,;iSs�A fit it ,.•G��1, JR oco5a7 c RSvmmrAetFaADD6alxaVlye r:9r.aPAtmtaxw S 1ES770_ALUM.SGD-LM IMPACT y7j/ ALtE�;1`� i .Yi ianan4 ` se;�ol m ago- MS 8 •12 P6Nf30 C LrP. P,9. I i I i I I f NO FRAME •8+10•P-HOOK ANCHORAGE CONSISTS OF: SEE'CG'CLUSTER BEE JAMB (B)P-HOOKANCHORS, SEE•C5•CLUSTER MAX UN WIDTH ETAILS,SHEET IO SPLICE REQUIRED® (PERPENDICULAR TO GLASS DETAILS.SHEET I O FOR 6EE'T 10FORICLUSTER DETAILS, X.O.C. NOTE, EXTERIOR PLANE)SEE TABLE 2.•SHEET7 INTERLOCK REOUIRES'C6' SHEET IO FOR INTERLOCK 24'MAX.O.C, CLUSTER,BEE THIS POCKETS AND "PANEL WO]TH D48"NOM ETAILS,SHEET x ■ SHEET SJR'POPOG4=T '(MO MOUNTING i --___ _ P�INSTALLATION. ADAPTERTHIS SHEET ANCHORS MIDWAY i 8 SHEET 14BETWEEN P-HOOK 4 PAIRS OF ANCHORS 8AT W ( x FRAME w ANCHORS BOTTOM 14•MAX O.G o ANCHORS or UNR ANOTALB CHORS)Y 21'MAX 4.051' 'MAX TO OPENING I lol Q =P-HOOK HEIGHT O'C' PER JAMB - EDGE OF POCKET - SEE I g to I O.G ANCHORS w—7 (SEE JAMB 1 IN E i DETAIL DETAILS4a PART ' IDI =P•HOOK BELOW) I END PANEL SHEET 148 PART $$ o MOVNTWO x ANCHORAGE DETAILS'X a W. i oI, +r3•MAK ADAPTER } 24'MAX (2 ANCHORS) SHEET 19 FOR 1 ID� `ANCHORS O.C. P4100K _ END PANEL •+2• ANCHORS x x x x x ANCHORAGE END PANEL . x x x x x x� 8•MAX ANCHORAGE('NEE ANCHORAGE x w' ��2, •+2• BKETCHSao" I. SIOFTCH BELOW) y2. •�vg x •T ANCHORAGE ANCHQRAGt3 CENIERUNE B•MAX n? ANCHORAGE ANG RAGE ANCHORAGE OF PANEL 1 2.04" 24-MAX EXAMPLE:&PANEL 2TRAC BO.OUTS IDE CORNER- XX00(O-EXT.MOUNT POC ET NCHORAGE PLAN: O.C. 148'x O6'NOM.PANELS ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TAB 3,SHEET 8). B. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL { 1)APPROVED ANCHORS:SEE TABLE A,SHEET I ENDPANELANCNOR PANCIIO C*L AS NEEDEHORSD TO BEARDED T— I 2)ANCHOR LOCATION BPACING FOR ANCHOR A9 NEEDED TO ALIGN THE T • OUANTTIESSPECIFI IN TABLES 1-3.SHEETS 68: LM OCCURS AT TILL IF HE 48' CENTERLINE OF xac oRLEsa 21• OCCURS AT THE P-HOOK. NOM. INTERLOCK HEAD 8 SILL:8•MAX FROM FRAME CORNERS. MAX PANEL SEE'CVCLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE _ O.C. .emmDOT REVISED PANEL Fllarlda WIDTH pETAILS,SHEET IO TABLES.SHEETS&8 AT TACH INTERLOCK AND Buulldin Eo' FORINTERLOCK STRAIGHTAND CORNER ASTRAGAL LOCATION, H�rsm.�e�DnMY NOA.Ha 47.0420.12 ANCIORSATTHEMDPONI R7DPANWAREOtBY 6.dP PLUS SPECIFIED QUANTITY OF ADDITIONAL REOJMIFT1 O.cl 6r TOTKENFzrANOM lAplmllan Dara 02117/2020 •+TANCHORAGE INTERMEDIATE ANCHORS PER PANEL REOUrn GOVER2V.01Hr LAP.ANQgRSAREHOT 3.5' ADDITIONAL ANCHORS 24'O.C.MAXIMUM. REOMmATTHEMOSPAN PERTHEROUREA80VE Ir MAX Miam a xc con JAMBS 8 P-HOOKB:0'MAX FROM BOTTOM,21•MAX.ANCHOR PAIR O.C.(J BS),14'MAX.ANCHOR. i OFP�2E O.C.(P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLE SHEETS B-8.SEE �� P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES '-2 ANCHORAGE 3EE'C5'CLUSTER END PANEL ANCHOR PAIR - CENTERLINE CENTF LINE 'CB'CLUSTER SEE �.-.pDETAILS.SHEET 10 ANCHORAG 1 DETAILS.SHEET II I INTERLOCK FORASTRAGAL I AS7RA SAL (2 ANCHORS) B• i4.051' 1 ^1 3.6' 1- MAX• f . _ \ �.NY LYNN av` •.. '= �7 CENTERLINE CENTERLINE u CENTERLINE * N46B705 V •+Y ANCHORAGE f-•--• '+Y ANCH RAGE ,R _ EXTERIOR I OF 715RUN OWERU4 �OF PANELS u :�'- -SEE SHEET I I FOR OTHER INTERMEDIATE ANCHORS lamrEorAaoormwe -o•. g TE dv I MY9AC$ALa/9a :,n� twaalarnr4 c cmo�ra»EcrEDExu�IeTDM'vATmAnaun �1iO`A1RfL�a° HORGESPACING&EXAMPLEPLANS ''�.irA�CLNIES 770ALUM.SGD-LMIMPACT AL vuucs Mu,UP:sxPOTDf30 C PEA0NS B w22 ` � I • I 1 • I I • I 1 I ' i " i I I I I I ASTRAGALOR (__SPLICE LOCATION ASTRAGAL OR I(FOR SPLICE ASTRAGALOR SPLICE LOCATION. O'DIAG .104• INTERLOCK—] IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK' IF NEEDED 2.04' I CENTERLINE I CENT0*2. -Cr CLUSTER DETAIL) CENTERLINE 1.75 8'MAIL 3.5 [iLl tJS•— 3.6' 27' C17 d. G MAX 2.00' 4' • _L 21• MW d'DUn T 3.6• 6.64' O.C. v 2-TRACK FRAME HEAUMILL 2-TTiACK FRAME HEADISRi V 2-TRACK E 14 ILL 0Mme' T. S.�' I6I ASTRAGAL OR INTERLOCK 0ASTRACAL OR INTERLOCK ASTRAGAL RINTERLOCK T� (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHE 0 CLUSTER FTYIIMEJAMa0,MAX ANCHORS ARE REQUIRED.'CA1 ANCHORS ARE REQUIRED,'C51 ANCHORS REQUIRED,'G8'j ANCHOR PAIR 4- AG I ASTRAGALOR SPLICELOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR LSPUCF LOCATION 6'DIAG. JAMB INTERLOCK IF NEEDED INTERLOCK•••]COMMON,USE INTL-RLOGK IF NEEDED 2.Od, I EXTFM3 ¢NCHOR PAIR .CENTERLINE I CENTERLINE 'CO-CLUSTER DETAIL) CENTERLINE 1... 3.5 "j 3 5` '-"'3.5-I T ANCHORS MAY DE INSTALLED I 'e���4 —' 2T" EITHER IN THE EXT,OR INT. I 2A0' 'DIAG. MAX. TRACK(04T.SHOWN) 8' 4.06' 21" O I '--t I 2.04• &&1" M-8IMENStONS SHOWN ARE BASED ON MIN. �%{RIFlMIR 7, q 7, 4.OlAG. RR 3.S 6. ALLOWED. I V 3-TRACK FRAAT HEAMILL 3-TRACK FRMIE HEAIAILL V 3-TRACK E HE 11L. W MAX. 2,FOR HEAD OR SILL SPLICE I Q ASTRAGAL OR INTERLOCK QASTRAGALOR INTERLOCK ASTRAGA OR INTERi. LOCATIONSIANCHORAGEAT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER '(USE WH O CLUSTER amTRACK FRAME JAMB P•HOOK SEE SHEETS. ANCHORS ARE REQUIRED,-04-) ANCHORS ARE REQUIRED.TA-) ANCHORS REQUIRED,'C6') NA CHOR PAIR PRODUCT REVISED .._ os aompf Ia with the Fladda ASTRAGM OR SPLICE LOCATION ASTI ALOR ASTRAGAL OR (FOR SPLICE FORSPLICgD polldln0�a�o INTERLOCK IF NEEDED (FOR SPLtCE CONDITION,DO NOT CONDITIONS ONLY: NCA-No. 17.0420.12 INTERLOCKS INTERLOCK I CENTERLINE I CENTERLINE I-C6-CLCONDITSTERE CENTERLINE USE THIS DETAIL) SPLICE LOCATION owplmOoa onto 0211712020 —«-( 1.76` C8'CLUSTER DETAIL] IF NEEDED 3.5• bF ' I 3�, 3.6' 7, 3b' MlamFh . ro oe an m1 ' 2.04' 4'DIAG.. 2.04' 4'DIA 200' 6.3T04iG. b•pUI , 4'DU\G. i'Qir_` I 204' i IIUIII III/I xrF .�'!IM 4-TRACK FRAME HEAMILL 4-TMCK FRMSE HEADISILL d-TRACK FRAMEF{EAD7Sitl tY:�z1',1' A ASTRAGAL OR INTERLOCK CaT ASTRAGAL OR INTERLOCK FIT ASTRAGAL ORI RL `*;' N0.08708 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WH 6 CLUSTER ANCHORS ARE REQUIRED,-M ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,•C6') ITH&WITHOUT SPLICE CONDITION ��O• GIS ( -:;� exORAGE ExAMPLEcwsTERs CINKaIA14111gill 11M 7R/ES 770 ALUM,WD-LM IMPACT )fit m oia✓n c HCawxoEsnnsaxr �� .tR iatrar4 ,u,o�aa,�..v Seoa+d NTS 10 +22 PGTD180 C A.L Rve. I I I II I ( I I I 1 4 ,I Q I , ' I . I I ' I 2.04` 204 umP oB 2.04• ` 8_.1Y 4•DIAG. 8.1Y • ' r 2.04' L944DIAO. 8. 9.5' Y1'ANCHOR . 3.6' 7' 3, IN1ElilOR 03. 1 I—' i I_ CEM INE _ DaMOR OR 4•D 40. 4'DIAO. OF PANEL I I 3.S 4.. 3.5' 4' 3.b• 4• '+V ANCHOR 2B4• EMERIWI 2.04• orlrea 2.04' "MR* 4' 2.04' F10�n 8.94• 2' 90•CORNER BO'CORNER 135'GARNER 136•CORNER 04 4' G. 2--TRACK FRAME HEADSILL 2•TAACK FRAME HEADISILL 2•TRACK FRAME HEADISILL 2 TRACK FRAME HEAOSILL I (USE WHERE 4 CLUSTER (USE NMERE 6 OR 8 CLUSTER (USE WHERE 4 CLUSTER N8E WHERE 5 OR 0 CLUSTER I_ CENTERLINE I!I ANCHORS ARE REOUIRED,'m ANCHORS AREREQUIRED,•CB-) ANCHORS ARE REQUIRED. ANCHORS ARE REQUIRED.'9F) I` OF PANEL 4.08' ! 07.41' INTER •+1'ANCHOR "+3*ANCHOR 4' NMFWIOTA S K)R7• 2.04' 4•DIAO. 3.6'4A8• 537 D G. 4. 7• CENTERLINE CENTERLINE OPPANEL g,� 4• OFPANELME InDISILL ' EAL1. '+YANCHOR IMERM OIA�CHOR LAYOUT90•CORNER 13WW CORNER x VIEWS 3-TRACK FRAME HEA.DSILL 3-TRACK FRAME HEAD/SILL V ('CB'ANCHOR CLUSTER REQUIRED ('96'ANCHOR CLUSTER REQUIRED ' AT ALL&TRACK CORNERS) ATALL 3-TRACK CORNERS) 4"CIA PRODUCT REVISED, m nom ry1n9 with LM Flo4da RoEmg tlu0Jin0 CoUe .8.12' -- IMEldgt 204' NOA-No, '17•D420d2 .1 35• CEMEftLINE emolmOen DD.ts•02JII7712020 1 4• aT WERM 6.08 �OOFFPANEL M / INTOZM 4.3.S 135' '+3•ANCHOR Miam o mJueteen oq• I r I 6.1Y D 6.1Y 3S 408• r€�syq 3.S 4' 17- 3.5" IlR4 zoa• —r 4•DIAa. q• 3X* IEKTMR CENTERLINE 90"CORNER 135•CORNER 2.04' I OFPANEL 4-TRACK FRAME HEADSILL 4-TRACK FRAME HEADSILL 4-TRACK FRAME HEADSILL Na 69)06 `R7`' ('CB'ANCHOR CLUSTER REQUIRED M'ANCHOR CLUSTER REQUIRED INTERMEDIATE(3-TRANCHOR LAYOUT *7 - ATALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) ACK SIMILAR) _V: ' NOTES:, - ��t. I 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 'i m' rm6n4 IMxT�EmaomC�otYG �i�c7'}',Sa'•Lt`'�NIO+1Aw1'IDS1n.R.N•+P.S�2.DETAILS DEPICT ANCHOR QUANTRYAND SPACO AND WOULD BE xw=srnORAGE DMPLECLUSTERS IDNHCALFOR EXTERIOR ORWTERIORCORNER CONFlGURAT10N6, 7 770ALVM.SQD-LMIMPACT LIE u7 c mawaEsrm&FxT. —1t +22 -"'PGT0130 rEamewNTS e ` i I I f I I I I - i i i i I INSTALLATION DETAILS- EMBEDMENT.SEE TABLE A,SHEETI EMBEDMENT:SEE TABLE A.SWEET MIN.OF 3 THREADS 8 EYOND j EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 -SEE TABLE 0.SHEET 1 2.1116" 2.1116" 2.1118" NOTES: EXIEROR 1/4' 114' 1/4' 1,ALL DIMENSIONS rMAX MAX MAX. SHOWN ARE BASED 1 -SHIM � r_. r SHIM t�RERWA SHIM ON MIN.ALLOWED. —— _— 4` 2.METAL OR WOOD I EMBEDMENT: T SUBSTRATES MAY BE SEE TABLE A.J USED FOR ALL FRAME SHEET I TYPES PER TABLE A. 2X WOOD WOODANCHORTYP., 2XWOOD WOODANCHORTYP., METAL TYP., SM3 ANCHOR TYP., SHEET I. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEEANCHOR SEE ANCHOR NOTES SEEANCHOR BEE ANCHOR NOTES NOTE 3,SHEETI &TABLE A•SHEET I NOTE 3,SHEET &TABLE A.SHEET OTE 4,SHEET &TABLEASHEETI ®2--(RACK FRAME HEAD g-TRACK FRAME HEAP 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS WOOD INSTALLATION �WOOD INSTALLATION �METAL INSTALLATION OR 4'(HEADS SILL) OR 8'(JAMB)SEE WOOD ANCHOR TYP., 2XWOOD WOODANCHORTYP., 2XWOOD SMSANCHORTYP., METALTYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEEANCHOR NOTES TYP.,SEEANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET NOTE3,SHEETI SEE &TABLEA,SHEETI NOTE 3,SHEET E &TABLE A.SHEET NOTE 4,SHEET SEEANCHOR p- ANCHOR ANCH 4. MIN.OF 3 THREADS BEYOND NOTES.SHEET NOTE 6, NOTE THE METAL SUBSTRATE 1(1/4'MNL) ( SHEET i ` S I .1 (114'MAX) 1 (114' ) ...'C.. .^' EMBEDMENT:SEE TABLE A SHEET 1 2-0/1G' 2-IMG' 2-1/16" -- - EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE SEE TABLE A SHEET 1 SEETABLE A,SHEET I SEE TABLE-A.SHEET + EMBEDMENT:SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 AME SILL 4-TRACK E S ®WOOD INSTALLA1-TRACK_FMArTION ILL �WOOD IgLTRACKNSTALLATION ®METALCNSFTA�LLATO EMBEDMENT:SEE _ PRODUCT REVISED TABLE A.SHEET 1 09 c.'riplyUI with tAo Fiend. D31la1n8 C, , EMBEDMENT:SEE NOA.N. 17.0420.12 EDGE DISTANCE' TABLE A,SHEET I�I SEETABLEA. P'PIr30onb3Lo=17/2020 METAL TIP•• SHEET EMBEDMENi:SEE SEEANCHOR vi -D3 eeL - een TABLE A,SHEET 1'1 EDGE DISTANCE: NOTE 4.SHEET I EDGE DISTANCE: SEE TABLE A TYP.,SEE ANCHOR SEE TABLE A. TYP..SEE ANCHOR SHEET 1 NOTE 3,SHEET i i SHEET 1 NOTE 3,SHEET I 2-1118" MS ANCHOR TYP., 2.1116" 41 S:E ANCHOR NOTES WOODANCHORTYP, 2-1116" TABLEA,SHEETI WOOD ANCHORTYP. I MIN.OF 3 _ SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS LII I &TABLE0.SHEETI &TABLE A,SHEET I a BEYONDTHE `�����pNYLY/yN"I E][iEmOH P r� METAL 1/4'MAX SHIM F+— �) 114'MAX SHIM-+�F.--• �j SUBSTRATE M4 E✓t '� 1/4'MAX SHIM Iw tF 105 ; Z 2.TRACK f-RAME JAMB ®3-TRACK FRAME JAMS a 4 TRACK FRAME JAMB •0 t.G �'= WOOD INSTALLATION WOOOINSTALLATION M METAL INSTALLATION .7J GEDETAILS 10uw CHORA ,� aeosm c nocruxaeslLdssl¢Er. mrr.oF,wH®e S 1ES770_ALUM.SGD-LMIMPACT ''1;�/N1IA11L11`EN���` m4 or< K ALYNN st ,ww, A1T5 !2 +22 POT0130 C PE8 NR3S i I i i INSTALLATION DETAILS EMBEDMENT:SEE TABLE A SHEET I EMBEDMENT.SEE TABLE A.SHEET I NOTEg; EDGE DISTANCE:SEE EDGE DISTfI EDGE DISTANCE: 1. L DIMENSIONS CONCRETE CONCRETE SEETABLE&SHEETI CONCRETE SEETABLEA,SHEF.T1 SHOWN ARE BASED TABLE 0.SHEET 1 PER TABLE PER TABLE ON A1M.ALLOWED. PER TABLE 2-1f1B'• 2.1118'• A.SHEETI 2.1!10" 114• •DIAGONAL D.C..IS FXTEM0.SHEET 1 + ', A.SHEET 1 •i:i ::•,a?.::' MAX MIN 4•(HEAD 6 SU) HIM OR V(JAMS)SEE � a - — EMBEDMENT:J 114• 114' I AX 0 ILS.SHEETS SEETABLEA. MAX a - SHIM a. SHEET SHIM PROPERLYSECUHEDIX CONCRETEANCUORTYP., PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., _ WOOD BUCK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCHOR NOTES B WOOD BUCK TYP.,SEE SEEANCHORNOTESB 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 I CONCREEEINSTALUITION CONC2ETE IN0.srAlunON CONCRETE INSTAHL AT ION CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYR. PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 6 WOOD BUCK TYP.,SEE' SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A.SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEEANCHOR SEE ANCHO NOTES SHEET NOTE S, NOTEET 1 1(114'MAX) I. SHEET 1 SHE . I (114-MAX) w.- 1• (114• ) 1. T J. 'exrEnroR ;.4 ��'v 1 EE_R a 2.1r16'•-• a 2-vtfi– z-v1B••' ��-I CONCRETE –-CONCRETE CONCRETE PER TABLE EDGE DISTANCE CONCRETE EDGE DISTANCE PERTABLE EDGE DISTANCE: A,SHEET 1 SEE TABLE 0.SHEET 1 A•SHEET I SEE TABLE A.SHEET 1 A•SHEET 1 SEE TABLE A.SHHEET I EMBEDMENT:SEE TABLE A,SHE'ETi EMBEDMENT:SEE TABLE A.SHEETI EMBEDMENT.SEETABLE A SHEETI "LCKe CONCRSL ETEINSTALLATION CO CN RETEF NIN6'TALLATION ®CONCRETE IN4 AL�LATION EI MBEDMENT:SEE PRODUCT REVISED ASI A,SHEET 1 0o eom 1�1�MIA Tho FloAda tloBbhp Bodo EMBEDMENT:SEE NOA-No, 77.0420.12 TABLE A SHEET 1 EDGE DISTANCE: • EDGE DISTANCE SEE TABLE0. ExplroUen Date 02J1712020 SEE.TABLE0. P OPERLY SECURED SHEETI Dr HMBEDMENT:SEE CONCJCMUANCHOR 1 WOOD BUCK TYP., Mlom o• uet eonbol TABLE A.SHEET 7—~ TYP.,SEE ANCHOR SHEETI BE ANCHOR NOTE 3, _ PROPERLY SECURED EDGE DISTANCE: NOTES&TABLEA. - SHEETIIF •; j IX WOOD BUCK TYP.. r} SEE TABLE A. SHEETI 2-7110•• ' SHEETI NCJCMU ANCHOR ;y 2.1118" SEE ANCHOR NOTE 3, SHEETI SEEANCHOR CONCJCMU ANCHOR �' 2-1118'• PROPERLYSECURED NOTESBTABLEA, 1XWOODBUCKTYP., SHEETI CONCRETE _Ej TYP,SEEANCHOR SEE ANCHOR NOTE 3: CONCRETE OR CMU ��HHH�IIHLHIr NOTES&TARLE0. " CONCRETE SHEETI9 ORCMU 1. PoQq PER TABLE XTFWn SHEETI !: OR CMU PE2 TABU: _rtA,SHEEi1 `�.e1'��'•L}GENSF e-��� ��TT�T I PER TABU; fTl'L A,SHEETI VC' V 114•MAX.SHIM�T-^ A.SHEET I V 114•AJAX.SHIM F.– Sl*,' No.60708 ' V4'--MAX SHIM– Ed-• t 1p I 2-TRACC FRAME JAMB ®3-TRACK FRAME JAMB ®CRACK FRAME JAMB j CONCRETFJCMU INSTALLATION CONCRETEICMU INSTALLATION la CONCRETFJCMU INSTALLA ON •: IE N I9V8 rL4� NORAGEDETAILS ''.,�`s''•`?oalo�.. O\�`, IR4,O,145A7 B mMoOoa.o+®�o oS ErrSo 770ALUM.SGD-LMIMPACT s/'OI#NAeL7roEsN� OOdMi8NPsmE7. w — fm%I,%0\ _ZS 13 PC YrE J 1 0INI r771 � I I ' I r i - I i I • I 1 I INSTALLATION DETAILS 1 NpTE9: 1 I.ALLaLMENSIaNs f-RAME JAMS SHOWN ARE BASED REQUIRED ATALL • 2.993•MIM ON MIN.ALLOWED. INSIDE POCKETS EDGE } EMBEDMENT:SEE TOP PREVENT DISTANCE 2.FIGURES ON THIS WOODFRAMING TABLEA,SHEET I P4100K MOUNTING ADAPTER SHEETAREFOR WOODANCHORTYP., 'INFB.TRATION WCONCJCMU ILLUSTRATIVE EMBEDMENT: SEEANCHORNOTES ANCHORTYP„SEE PURPOSES ONLY.SEE SEE TABLE0. &TABLEA•SHEETI 20 ANCHOR NOTES& TABLE A SHEET I FOR i SHEET I (ALSO SEE TYP. TABLE R SNESt'i ALL APPROVED ILLUSTRATION,SHEETS) _ ,;; SUBSTRATES _ r,:'•;• .; 1•ild•MIN.EDGETABLEANCE f DISTANCE:SEE c'•.-,:`.•'-,y:'r';, 3.SEE TABES Imo, _- L A.SHEET 1 EMBEOMENT: '' •. •.'-. t:,i�'., 24 tfl� SHEETS B-0 FOR I 2fl BE `•"�('=:`b••:`..: REQUIRED A• �:•,.. ;•,',:"•_ P-HOOK MOUNTING AND •tt00KK p�7ER100. SHEETI r:.;: �e�=;i.,,,•..::µt ADAPTER CONCJCMU PHOOKWOODANCNORTYP., _T1 R1100K •.r-:' ?,';,t, f•:j>�� .:4',.. ANCHOR TTP..SEE MOUNTING ADAPTER SEEANC A,SHEETIOR NOTES V �.:.''`;: a`•' ANCHOR NOTES TABLE ANCHORQUANTITES. I &TABlE0.SHEETI CONCRETE OR EMBEDM NT:SEE A,SWEET ALSO SEE EXAMPLE I (ALSO SEE TYR 2.893'MIN. CMU PER TABLE. TABLE SHEET i- ALSO SEE TYP. ONSHEETB. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET i ILLUSTRATION,SHEET 9) t %P4R=FOR USE WITH FLAT SILL RISERS FOR USE WITH • PARTS 610,920.022 OR#24, �k P TS 10 1720 822 0 A II WOOD INSTALLATION EXTERIORMOUNTSHONR CON CMU INSTALLATION (pl{ERIOR Mot! SHOWN. (SEE TABLES 1A,2A&3A MAYALSO BE INSTALLED IN (SEE T BLES 1A,2A&3A .MAV ALSO BE INSTALLED IN ' FOR WATER RATINGS) INTERIOR CONDITION FOR W TER RATWGS) EXTERIO,f;�NOR 'METAL TYP., SEEANCHOR P-HOOKMOUNTNG P-HOOK MOUNTING NOTE d,SHEET t: EMBEDMENT:SEE CONCRETE OR EMBED -SEE ADAPTER CONCJCMU ADAPTER SMS .i M90.0F3THREADS TA9LE0.SHEETI _1"— CMU PER TABLE TABLE SHEET I•• ANCHORTYP„SEE AL ANCHOR TTP.,SEE A.S{EE7 i ..,,r. ANCHOR NOTES&TABLE BEYONDTH SUBSTRATE ANCHOR NOTES :.•`.:.i+.,,`,i °.�,•,,:•:.• A,SHEET I SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: ,�„;•� "• r.- (ALSO SEE TYP. ' (A1S0 SEE TTP. •:;`t.'+'..,l «'•'�' PRODUCT REVISED ILLUSTRATION, SEE TABLE A, ` - '„�� � �;,,;'” ILLUSTRATION,SHEET 9} as eomwvin VdN the Fw1do EMBEDMENT,' Sl1EE79j SHEET 1 ��^..'.,.'•,_•s c :,• 28 bWldinO co�e SEETABLE0. - •:,;�... ;, �.. 7 NOaNe. 17.6420.12: j SHEET 1 DISTANCE:SEE :r •• t”^• BwPimtMb D41a02J Tf2020 TABLEA,SHEET i'.•Y j•.+*+'•: •; 1.1f4•MIN.EDGE DISTANCE 00 30 Miam P•HOOK SMSANC3IDR TTP.. , SEE ANCHORNO. Inge" P44DOK CON �� • aTABLE A,SHEET I ANCHORTYP., p i (AlSO SEETYP. ANct WR NOTES&T 0 • ILLUSTRATION,SHEET 9) 2893'MN. 'S 1 2,883•MIN. EDGE DISTANCE (ALSO SEE CODE DISTANCE ILLUSTRATION,SH 9j t hP-HOOK FOR USE WITH 90X SILL RMERS ` P-H00 FOR USE BOX SI RISERS 1111111IIIt� 3 PARTS 09,M.023 OR 075. 1 0218230 25 Ka 0,.,....... i METAL INSTALLATION EXTERIOR CO C ETC INSTAL ON RIO i•'•L10EN : � !+ I (SEE TAB iA,2Ad3A ONLMOUYT (BEET LES I&lA83A MC}(JNZ FOR WATER RATINGS) FOR W TER RATN0.R) ONLY t N0'58708 - rom+ecw.uorrrnvvs :�•'• l;n^;r xt%Da0¢ _ CHDRAGEDETAILS .�, WtIOP.•`'�'�z sr «,+xr7 c rowar9rsnassx ceAraauALna» S IES 770_At UM.SGD-LM IMPACT �.w M4 °r` :uu� 77v NT3 f4 r ew POTOt30 C ALY M P,B, I 1 I i I , , I I j . 1 CONFIG-EXAMPLES MAX UNR . iWIOTH MAX UNR WIDTH HEADER DETAVN. MAX NOM.PANEL WIDTH SF[M IB;MSTALLATICN DLO TYP.PER TABLES I-0 1DETAILS•AW MAd. TER _ WIDTH INIOR NOTES: SHEETS 12 813 CXTERIOft 1)SEE SHEET 17 FOR MDMDUAL j PANEL CONFIGURATIONS AS �• APPUCABLE.SEE DPIANCHOR PANEL PANEL ! PANEL 'TYPE TYPE PANEL CORNER DE7NLN2', If TABLES SHEETS 6A FOR MAX TYPE ,OS, ,�, TypE SHEET 10 8 GARNER AIL PANEL HEIGHT AND WIDTH.SEE .A. 1C ANCHORAGE SHEET 11 SHEETS 18 818 FOR SECTION NOM. d 17'.UNIT + DETAILS AND SHEETS 12_14 FOR MAX. s PANEL I 4 D O PIEGRM INTE Rte,SHDETAIL EET 10 INSTALLATION DETAILS. PANEL WIDTH TYP. v 4 . 2)(1)LOCK(ITEMS 758107-110)AT, HEIGHT SEE pER HEIGHT TABLES FX7FPInn I992I99 EACH LOCKSTBF,LOCKMG INTO 1.7 KEEPER MEM 103)AT FRAME JAMB. —NOTE TABLE97-3 ORASTRAGAL - JAMB DETAIL W.SHEET 3)PLEASE SEE APPLICABLE k 18;INSTALLATION DETAILS ASTRAGAL 8 INTERLOCK X X '6W 8'Gd,SHEETS 12 613 COMSINATIONSPEROPIANCHOR ' TABLES. L[ M, DLO WIDTH a NOM.PANEL WIDTH-r SILL DETAIL 17.SHEET 18; DLO HEIGHT a DOOR UNIT HEIGHT-10.125' INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX1XX PANEL HEIGHT=DOOR UNIT I LIGHT-1.SS8' 'DW 87M.SHEETS 12813 a1CONC STRUCTURAL HOTEIELT WTIL SILICONE STRUCTURM. ANCONE VIVNOM. . BY OTHERS MLYMOBUTYIENE 1N'NOM. FOAM wRH DESICCANT \ WITH 1 OEa1CWITH Mr.GLASS DR.GlA55 I 60X1' 610 X s PH SMS PRODUCT REVISED PH SMS W.GLASS NT.GLASS N ean+pI)'IA9wH-1AP(LI2a Dmlma9 Daae . NOA-N. 1T-0420.12 z<J11111P11E zs SUPER SPACER©NXT- eap1mlign D 2N7T2020 Miam vmwe anwTPOLYiSO• DESICUMFILLAMAPANELCORNER FRAME CORNER' BUiYs� rtONS SEDETAIL DETAIL BSLL•FOMEDsucoNSGFJu DESICESS STEEL FIXT.GUGPart6 DeserlPDon Matefial � %T.GU59124. Kcmmedln04SGTPSSPACefSYSlen1 Se01hb ```'�a�'�10E �125 Chmax Super Spacer NRwdh Hot Moll ButylSheet bf �� �j, 12S' Z;ncx Dwwcal Spacef Materials INT.GLASS �•:: No.ti8A15 ::e�� -tz7 Cardinal XL Edge spacer +zE DURASEALO S PACER +v XL EOGE°JSPACER 'Q• y'.y T(' REFERHlGE TEST REPORM IPTL-0717.69aS&8910 - •.� A I�,•: ' +pm TEt0001.0WORAP. ��T •20R10P•:'\l��� . NYF7pceaama CHORAGEDETAILS/EXAMPLEELEVA770 .�',,�T''••• p u cFRr oPAurHer@m 5 R1ES770ALUM.SGD-LMIMPACT 7 �NAI+ a��� R OWYIT C NO OUNOESTNIS SNEET, pwrr ALYANeyn+m P.C. f .w len, , NTs f5 •az POTDiSO C PJL/sems I I I / I I I I CONFIG.EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE N SON SHEET IS 'M',SHEET19 OPERABLE JAMB DETAIL'G3',SHEET 18; • ( i--� '-r-INSTALLATION DETAILS-w 8�Gd,SHEETS 12 813 T� HEADER DETAIL W,SHEET 1B; MAX' /FD DJAMBDETAIL'TIO ASTRAGAL HEADER DETAIL ON SHEET INSTALLATION DET ILS'AW 8'Ac', DLO L9HEET 10;INSTALLATION DETAILS 9.1'8 18;INSTAUATION DETAILS WIpT JAMB DETAIL W.SHEET DETAILS'Gxt 8'Gd, L2,SHEET 18 'Av/d'Ad,SHEETS 12& 3 SHEETS 12 d 13 1 B;INSTALLATION DETAILS SHEETS 12 813 90 '^�'Gv/8'Gd,SHEETS 12 813 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PSE• PANE PANEL PTYPE TL. L• D• p A, TYPE TYPE 7CTERLOCK DETAIL MAX. Y:S' 'OS' MAXMAX• 'M',SHEET 19 NON. UNIT UNIT PANEL $ DIGHT SILL DETAIL NOM. HEIGHT 90'OUTSIDE CORNER WIDTH PER V.SHEET PAN PER DETAIL TNI',SHEET 19 d MAX SEE TABES !' VRDTH V. -NOTEZ— TABLES CORNER ORNSHEERANCHORAGE DLO PER 11 TABLES 13 NOTE 2, 13 INSTALL DLO HEIGHT SHEET 15 DETAILS HEIGHT TABLES .3 SHEET IB urt[AL4H �t�, ��-, 'Pii 8'Dd, LT X X SHEETS I2 EXTERIOR NOM.PANEL 813 x WIDTHTYP. I PER TABLES SEE FRAME-8 A MAX UNIT WIDTH MAK UNIT WIDTH 13 PANEL CORNER SRL DETAIL TY.SKEET 18; .UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DEraLs sreET 152( TRACK) DW&vd•SHEET$12 d 13 EXAMPLE:90'OUTSIDE CORNER-XXIXX 2-TRAC JAMB DETAIL'II',SHEET 18; • ASTRAGAL DETAILS IY d INTERLOCK DETAIL TT,SHEET 19 INSTALLATION DETAILS W d N L2.SHEET 19� ,'\ INTERLOCK DETAIL'M',SHEET 1 - 'k'.SHEET, 813 HEADER DETAIL V,SHEET HEADER DETAIL , 18;INSTALLATION DETAILS JAMB OETARTl7,SHEET P-HOOK DETAIL'J'89C,SHEET 'B',SHEETIB; . J 'GAY B'CO',SHEETS 12813 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMS DETAILT7,S ET 18;INSTALLATION " Tiv/8'hk',SIIEET512813 'Je.'Kvl d T(d,SHEET 14 DETAILS TLW 8'ee', DETAILS-IW 8'k', HEETS 12 d 13 PRODUCT REVISED SHEETS 12819 pa anmpl in Wlih tha Randa MAX.UNR WIDTH I-� MAI L UNR'WILITII tsullelnpo I HOA•N.. 17-0420.12 PANEL PANEL PANEL PANEL l PALL P EL PANE. PANEL Eapimpea Dab 02H 7M020 TYPE TYPE TYPE TYPE TYPE PE TYPE TSE tem Oat—CeTI R t M' F' I MAX. / MAX.UNIT" NOM. @Q� i NOM, UNIT HEIGHT PANEL g I PANEL HEIGHT PER TPER ABLES MAX SEE WIDTHR 9 ��s I SEF, MAX WI TABLES 1-3DLO NOTE 2, TABLES 13 3 I OTE 2, DLO TABES 13 1.3 HEGHT SHEET I6 I SHEET HEIG N �/ 1111111 o x x x x x o •���t1?Nur�Ti�iNNAI�! EXAMPLE:OXXXp SILL OETAIL'E',SHEETI8; EXAMPLE:XXXO SILL DETAIL'P,SHEET 18; *I' Na 48708 INSTALLATION DETAILS 4TRACK B -PASS INSTALLATION DETAILS (3-TRACK,RIGHT POCKET) -'o 'EN 8'Ee',SHEETS 12413 � 'FY 8'Fe'.SHEETS 12813 ��p ' larpTt7JIN(XpGY[Wa'E 'O Br T �u H V. ETWPLE ELEVATIONS cm....'��'".`' i tzar.os�unt tare S IES 770ALUlM,SGD-LM IMPACT /SiO�AL alxmvf1Pr. JA °�pwshr xotrANcesrass�tT. „ .w tatpn4 c N75 18 +22 POTOl30 C a I i r I I I i i • PANEL'S RIGH r STILE TYPE PANEL SINGLE EINGLE Ram LocasnE ABRNML AsrNAaAL �qu' BOXpq OCN�RSTIIR'RE DO MSTU 90ER RECE�NERR"R�ECCEN�RER ORCOE A 33RC�35REr�A TYPES RifORLDOI OUT '" 376.E wl tvN= DOaou BOXN WINANDLE WINANOlB W/HANDLE WINaW Wl HANDLE WIC„e00RECElYFA Mic 1waANM W/NANM . BINME = R:37- F PP K L TR TQ TC TA TV I TW �- B” E P A C C IC SQ Sc SA SV SW 51E �- RR R S S FD FC FV FW i LUCJ447p.E W/NANDIE D /VI W mimic OUT LR PANEL NOTES: ,n HANDLE ewrmn 1.SEE DP TABLES 1.3,SHEETS 8•B FOR PANEL A I SIZES&DESIGN PRESSURE. I W ` !V LEFT Qli>� IR GHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS STILE STIL AND ARE NOT AVAILABLE. 'r U .BO%gR rtorON7 3•DO'ASTRAGALS TO USE HEAVY-DUTY STILES F— T ,I PANEL'E•SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR IORNER RECEIVER IDR(AND CORNMHEER W Box N � ALJ APPLICABLE STILEIASTRAOAL REOU REMENTS. A TRAGAL(53118)OR INTERIOR(0120)CORNER J 4.135-ASTRAGALS TO USE HEAVY-DUTY STILES wLOCKSTLE pT coRNm Cl (961)AND CORNER ADDON(031� UU !� l� SILL RISERS OPTIONS I" ` Z ExrcomeR if Oo topcBnLE QT QS 7�7 �• E%TEPoOa Tf4 .oe7 D wlwWwER�I PRODUCT REVISED D, ExTCORNER Ex 4E3 3 •� � 11alN/fro Plorlda wRE2E7VER CT CSGJ 062" ,,,,. NOA•No,Q Ld��77.0420.12 W/IWAIE H9 2.e% 444 j AT AS DF 4r�l Pxplra0°n oot.02M7re020 087 Nll.. AEaTCORNER 1B,SRSAT• 2B SILL RISER, OSILLRISER.FLAT 2<SILL RISE FLAT Ia RECE1lEA CF LUSH OLOW.2-12' MEDIUM.3.114' HIGH ' .760- u VT VS VF 7e0 EXTEPOR I WIMMM(g EXfCR R •1� FSE .BB7 •0� INr CORNER 1 DDepgfm ' •BBT, (� 4.063' WT WS WF -1 a ,OOe W/HANDLE� •�. T 0441—t.ear SILL RISER,00%1• SILL RISE SILL RISER,SOX SRL GRISER.DO% *:t Nq FLUSH.i-w LOW.2-1n• O MEDNM, � O HIGH.4'. A *_ ms • �'0:Gl NOT VALID FOR WATER INF0.TRA N RESISTANCE REQUIREMENTS,SEE SHEETS SA CI TE tp)pRvwo{o0r0aNE �i(�''•.ROaiDA.•.: 4` TYPES i CASs/ NG�.�• C6AfOFAU7!{W909Pff. S 1ES770ALUM.SGD-LMIMPACI 'I/2aNAL�ELI.I MR, ow" C NO CNNOESnOSSr�YT. . as �.we A.LYNN N0.LER P.B. m fenan4 w mauoaa® NTS 17 +22 P0T0}9O C Au697M G I I I I I ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) faM1foo FULL PANEL JAMB LENGTH WOa 01 FULL LENGTH to I iom 17 14 K t�OF JAMB 6 � 600RM O 60 OR Oi GI 600801 2-TRACK JAMB fe 6 2-TRACK JAMB (SHOWN 6 SEE DETAILGI CUP 0105 WITH FOR FIXED pOK AR i05 6'0— W/RETAINERA106 OPERABLE PANEL CLIP C8 i07.1 119 MIDSPAN (SHOWNWRH PANEL) FIXED PANELTO 56ID7�11 I07 SEE DETAIL G2 :,;M THE INTERIOR) JIORERKK2 tat _ FOR n �7 117 PANEL CL P 6 107 80OR et 14 V 15 "_— 6 _ � 112 10 77 71Dx34 123 OFJJAMBNGTH ® 40 ® V �! —fDoa of 2•TRACK JAMB 2WISCREEN F RaR RWR VExrEwoa SMS.X3 CLIP 9800R p106 6t W75CREEN 0•LONO CKATR 1112.1 3- CKJAMB 9-TRACKJAMB 4-TRACK JAMB 4-TRA J S Qo 80 (SHOWN WITH (SHO N WRH ®(SHOWN WITH It (SHOWN WITH (SHOWN WITH MIDSPAN FOXED PANEL TO OP LE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL) � gfib OR 61 THE EXTERIOR) m �'1EXrE THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SIMUTI6 Vag 121 SEEDETAIL ON 6HEET 16 131 SEE DETAIL ON SHEET 15' 2 112 3 17m 45 S 113 662 51EKTEFWR 8053 a Gj PRODUCT REVISED as eomplvN 7Hth Me FloHda 2-TRACK W/SCREEN 3-TRA(3C 4-TRACK MAX UNIT DoA-Ne LTe�a SHOWN WRFI ® �— C FRAME HEAD HEIGHTPER N0A-Ne. 17.0420.12 OPT.SCREEN A FRAME HEAD FRAME HEAD TABLES 1.7 Fipl.H..nate 02/17/2020 TRACK DY t4mm a• ue con ' 53 59 60 00 52 61pfTERIDR 72 OR 77 72 OR 73 - 12 OR 73 466 11 113 0 10 11 t1 i afi n 6 IFF 112 EX117 113 IL11111111///j/1 2•TRACK WlSCREEN 3-TRACK 4-TRACK �♦���••UGENyk��(���'+ FRAME SILL 6 FRAME SRL F FRM1E SILL iti' ANa 60708 , •ITEM 61 SHOWN,REM 60 ALSO APPLICABLE.SEE TABLES *- 1.3,SHEETS S-6 FOR DP(PSF)ASSOCIATED WITH STILE S tem iECIDIdDQYfYBYC ��(�••ATORIDP.•'• �� . m rol rL _R77CAL SECTION DETAILS ,,�SS�O NG�a�♦ CME OPAML� S^RIES 770_ALUM.SGD-WINDOW-LMI IIII INAL IE 17♦♦ oa0s77 c NOOIAAVE5nes SHF$7. e.am JR 02116'14 t®mr am fA 1YA001 NTS 18 +22 POM129 C A.LYP.E wm { ASSEMBLY DETAILS (SEE SHEETS I2-14 FOR FOR INSTALLATION DETAILS) 5 Q�N 61 tt3 Ite u 7 35 � 113 W m tt � 27 � � 1 W 82 111 W WOR 01 WOR 61 WOR81 66 I 20 14 20 IZd es 65 5 I _ �(I EX1R6IXt iti 12 IVT ilt 62 Es 9.0R 1 a EXTEMOR J� . v®P-HOOK FOR FLAT SRLS ®P-HOOK FOR BOX SILLS � �• a LNC4! V (EXT-OR INT-MOUNn K EXT.MOUNT ONLY —TbWOR61 • tsato7-tt i5ao• et 76&07.11 6 ®INTERLOCK N 113 — 1 W W 01v 116 5•r fl _R to nmatt •ITEM 981(HEAVY-Duty 113 103 116 O .V a 7 STILE)SHOWN,ITEM 960 s7 65 (STANDARD STILE)ALSO STANDARD ASTRAGAL A87 HEAW-0UTYASTRAGAL#M 90 OUTSIDE CORNE 90•INSIDE CORNER APPLICABLE,SEE TABLES DP Ll WITH STANOARDSTTMII 6WTTHHEAW-0UTYSTILES081 Nt 2-TRACKSHOWN �2-TRACK SHOWN 1.3 )ASSO ASSOCIATED 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 WTERIOR(BOX-IN) TOWARDS RUMOR(BOX-IN) i 4 PRODUCT gREVISED Dul ding ej ith Ns FbItd. 3tNOA• 17.0420.12 5610NP-7.1 4 iNlr woa 8 &Plmuon 01712020 4 INTE R 0t 135, g RY i Caq I 7 11 135• U 5 61 32 fat I 32 ' 81 81 ``„11111111111j, 11 5 A 1 tat 61 �1, MTERIOa u 7 .` 4 ucex; ••!!," 76ato7-t 3t 135•INSLD CORNER ' ;n'Y 135*OUTSIDE CORNER ®2-T�T RACKSHOWN -*� �'�� t7,*- Ot 2-TRACK SHOWN --D -O S B7AT p f�;•�,uc fONT@OA106YOAE ��C`••�IpJnp� ��(/`, x.veare am 5 H RIZONTAL SECTION .DETAILS CORNERS �'/ir/S'/ANAL ttwr.ocAuncrsa7r'S 79RIES 770ALUM.SGD-LM IMPACT I/lllllltttl' � .PI amsv7 c xoau�snlsyaEr-cm.. ,e A. _ 6 ALrrwwurtLP.e R 1misll/ c0a7P NTS 19 +22 POTDf30 C PEI6nos I i I dY \HiQ F 19 J= �tiwIr g j�z QLL. 00A d yE w p o LLo o® w o /V Z.• N�Z �2� , p 4 �g _ � R U W Mi ea uxjpjx-xx XX�Stl�tl -'Ass 212 W y a ..M SZE r. € ami®3a6a312 9!uXxr.1 sla @Y � w 8 0 mo - Wb�' ()U U W W O U U U u C S y 6 Y 8 KX 12 MSG _ _ °:RFpAnRRFRRAmTI 7:77379C9753�paxq j . i i 5.069' 8.587 1' +1 1.3r 0.080' I , 0.081' 0.0 1.211• •�5 - 1.010• 82' 0.081' OJOtt• 7D22=CKHEAD 70 4-TRACK SILL SCREEN (fi083-T6 AL) (6o03-T6 AL) BTILE 6.198• (8003-TO AL) i 6.198• 8.528• 0.080• 1JMS 121r sor 0.067 0.081• O2 2-TRACK HEAD w/SCREEN TRACK O3-TRACK SOL •. (6063-TEAL) (Don.) t4 2-TRACKJAMB SO CREEK • (6063.76 AL) (..,T, L ,. 2-TRACK JAMB W/ (6083-TB AL) 7.105 6221• G SCREEN TRACK 0.080' (6063-T6 AL) -+) 1.38' • 1.505• I r^0.87r 1.211• i � •+( 1.36' �- 1993 0,0"" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRA 0.087 4— (6063-T6 AL) (6063-T6 AL) 0081' SCREEN 96 BOTTOM RAIL 9.147 (6063-TO AL) 4A9• 0.081'. � 0.080•. PRODUCT REVISED .11 121:11" tram a rv101 N�iMrlda 1211• 1.60r 7.105 NOA-No. 17.0420.12 9.141• M.,Ptrouae Da 0.081• O4 4-TRACK HEAD O7 2-TRACK SILL Fly (6063-TO AL) (6063-T6 AL) � ro � 0.060' 7.514' . OM2' 1.260• 0.537 0.76o• . o.0eo• 1Sir tJ19a• ��pnwn„� FRAME HFJID/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN A00-0N ADD-0N END ADD-0N fe 3-TRACK JAMB `�; V SE'•.C� (6063 Te a) (606316 a) (6063 Te AL) (fioe3 Te AL) P REQUIRES UK 610 SMS REWIRES MIN.010 SMS >a: Ne'58705 OR3118•MASONRY ORaM6'MASONRY174-TRACK JAMS '! SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24•MAX O.C. ANCHORS®24•MAX.O.C. (8083-T8 AL) C '.(�l �, ...... . KVHEL7r R9mS USIONS %s101•. •��`� , 1•H646reoD '�.SAONAL ENG' SE ES770_ALUM.SGD-LMIMPACT �1tlHilttt"� F 04QSH/ C NO QNNGCS i/eSSiFEf. d.ryr A LYf6tt131EKPE 'K 21 •22 PGTOl30 C rFisws JR lOnOfW 1 • i f • I I �., 0.711s' Imo' 0.e3• I �a3oa• a.eoz• I _I 3.802, 0.752' 0.767 1.1�� O,fiBS "-7 0.574' 0.788' O.O6Y JT 0.080• O.O6Y 0.284 0.075 �7 0.233' 0.062' 5�FRAME SILL P-HOOKMOUNTING 1 P-HOOK SCREW COVEF2 71 TRACK OO 00K OADAPTOR COVER 0.080' O PHOOK FOR BOX RISER (6063-TB AL) (6063 T6 AL) (��•TB AL) (8063-TO AL) (6063-T8 AL) (6083-TB AL) 755' T7: 23p• 1.488' f 1.739'+1 o.oso• 0.830• 0 0.133• 1.800 0.062 t• �50325- .016, .080' 1.870' 7.888' 1.974 .125 3.125 0.067 ]1 135 CORNER O13S FOOD MOUNT OSTANDARD STILE 61 H VYDUTI'SRLE 82 ADAPTER 6JVER (sas3-Te aL) (6063-TB AL) (6063.76 AL) ( 63-TEAL) (6063-TB AL) (6083 T8 AL) 3.979• 3.979 I-�4.125 Lj 1.050' 1.050•I (�- 0.075 1.645 0.075 1.845 0.062' 1.304' '� .611' .485• 045' 3� .046' .045 0.125- STANDARD .125 0.281• G 7115 GLAZING 9/15 GLAZING OS7ANDAtiD ASTRAGAL HEAVY DUTYASTRAGAL OTOPIBOTTOM RAO. 79 � O et PRODUCT REVISED 0 1.0. BEAD.FU(ED BEAD 6063-TO AL (606176 AL) (6063-T6 AL) "111110 FWrldn ( ) 081T8 AL PANEL CLIP i ) (6063-7BAL) F.M.p (6083-TO AL) NOA-No. 17-0420.12 1,003• 1.03' UPI.We Dam 02/17/2020 I 4• s.szt•� IDcu��li'u3� 0.757' ^0.080' o.oso• ll fos IXED 0.709 2m. 0.133' PANEL CLIP 1.498' 0.133• ,498' (:SE-, 608176 AL) 0.080' ,65p' -+10.883 L-- F00=D PAN[L 5.621' 4' I 0.080'-rII+0.7� 1�(6061T8AL)�• 2" 1/990.OUTSIDE CORNER ASTRAGAL 1�(6061TSALGw INSIDE CORNERASTRAOAL ucENSE••!� FOLD PANEL 176 90•CORNER RECEIVER (006176 AL) :F•p to RETAINER.9715 (6061T6 AL) _*: Na 68705 •:*_ i (6061T6 AL) :b imPnnramrmrve '�0'•. SATE ' •[(j K1va�,awn USIONS IwO.a>1cm r+ oavd/r c �oounOLsnnss�r. oprr.aF•umt�P SE IES 770 ALUM.SGD-LM IMPACT _ '�'SS�ONpt.�NC•` °' •;�"�`min NTS ?2 +22 PG70190 C A r P�surae bP w ratan '� i I I i I I I