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NOA # 19-1126.03
s 1 . MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. ......... .............................................................................................................................. 1070 Technology Drive, North Venice, Fl. 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted .manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to ;nneet .the requirements of the applicable building code. This p oduct is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w/ 901 & 1351 corners —L.M.I APPROVAL DOCUMENT: Drawing No. PGTO130 Rev C, titled "Series 770 Alum. SGD - LM Impact", sheets 1 1bi*hf.22..af .22,-dated..10110/.14_ andlast. revised .on..1.l /221.19,prepared. by .manufacturer,.. signed. and .sealed. by ................. :Alitl o _y 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 I3inftations: 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 comer 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. T19RMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the i, materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, f6f Wes, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ,6f t, "is,NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded b%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 °INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and slxalt be":available for inspection at the job site at the request of the Building Official. I%isk 110A renews NOA # 17-0420.12 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approvpr9y,. 'al document mentioned above. OP Tlie submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.19-1126.03 MIAM4DADE CAuNTY Expiration Date: February 17, 2025 ��„�. Approval Date: January 09,2020Page 1 P.G' .Industries. Inc: 'NOT -ICE: OF. AC CEPTA.- E IDENCE.SUBM TTED 2: Evidence submztteti ruder previous approvals under Me #162609 06 A., I3RA�'V1, 1 Dkawing N. PGT0130: fitted "Series 770 .Alum. SGD — LM hnpaef' sheets' through:22 of 22- Ly...nn Miller;'P:E PGT Industnes4 Inc. ........ ... NOTICE: OF ACCEPTANCE: EVIDENCE SUMIITTM. 3.- Evidence submitted under previous app tovils under file'411 420442 4. New Evidence submitted A... DRAWINGS I. Drawin . PG neg:67GAI ,gN*o . T'0119.'Rev:ctitliod-49ei Q.DNon 1 npact :,ishoets tftou'oi 22: Of:22, PrqOam4 bYmanufacturer, .dated .02rO2"1:4and :Iast:tevised:a.1.1/22-l.':9:Si'*ped. said sealed by Lynn Mfller,':P.E, C. -CALCMATIONS: (submitted unda file.OM"1042) None , .., .. ..... .. .. 1. None : . TABLE A: .. SERIES: Z76,' IMPACT RESISTANT SLIDING -GLASS DOOR INCLUDING POCKETS 8t 90.1135° CORNERS 'GENERAL NOTES, 1 GLAZING TYPE.OPTIOIVS::SEE TABLE B THIS SHE7 r. & GLAZING DETAILS ON SHEETS:4 &:5;: 2 DESIGN PRESSURES A: NEGATIVE DESIGN:LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B; POSITIVE DESIGN LOADS BASED.ON:WATER'TEST PRESSURE' AND:GLASS TABLES ASTM E1300; C; DESIGN 'LQADS ARE BASED ON ALLOViABLE STRESS DESIGN: ASD " 3). *ANCHORAGE: THE 33113°1. STRESS INC,REASE:HAS:NOT BEEN USEDINT EDESIGN OF THIS PRODUCT.::MATERIALS" INCLUDING.BUTNOT LIMITED TO'STEEL SCREW& THAT. COME:IN.O CONTACT WITH OTHER DISSIMILAR:MATERIALS SHALL MEr r THE REEliJ1REMENTS OF T; :CURRENT FLORIDA BUILDING:GODE, FOR ANCHORAGE DETAILS SE,E:SHEETS 614. 4) $HU.TTERS ARE NOTREQUIRED PER FBC REQUIREMENTS AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE $EAL1uD 1ft+ITH NARROW JOINT: SEALANT. 6}' REFERENCES: ELCO ULTRACON GRETEFLEXAND AGGREGATOR N.00 ANSI/AF&PA .NOS FOR WOOD CONSTRUCTION.AND:ADM. ALUMINUM'DESIGN MANUAL. 7) THIS PRODUCT:HAS BEEN DE$.IGNED & TESTED TO -COMPLY Wrtff THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING:00DE, INCLUDING THE MPHVELOCITY HURRICANE ZONE. (HVHZ). 3) DOOR SIZES MUST BE VERIFIED FOR GOMPLIANCEINITH:EGRESS:REOLIIREMEN7S.PBR: CURRENT FLORIDA BUILDING CODE AS APPLICABLE Anchor . Group: `' ::. .. Frame .Frame Member ` -: SBbstrAle:: :: ... Mirt Edge. Die(a[ice ... Pdlln::O.C. IIIs4nCe � . . E i Thient or t4eta! Tbiciche'ss M2i e=4M ...:... ' (PG 60 ksi<F ksfl p,124,:lOSS SAAS,' t'Ft. 90kst,:F. 116ks1) : ...:.. .:....' ' Eowti m.f the (SG.=:0;55) . 9fiv WS' J.vw.: 60f%3<TS A10mirwm: 3r:8' SfLG: 0;�'::: . A3S$tsef:: 318' .:9/iG.: : 0:05P: :Gt.33SteaiStud:. 3W W15': O.D45•.'(16Ga). ii4•040A9,v-oatom : 5Tksi,re%kst ; AR: :Corwiete(AW-2:22ksl ]-172°. .'a . ':A-vw: q: JambFP-beak..:F)IW:BJ6;kIASTMQ90: .r: ::Famb!P4*ok kbiloW%dtk AS;6AC90�FI, .All : 'Solfthem: P)Oe ISG:=.0.551. :F . h12:Stea)SMS (Gr. 5>: � beyalW 22j .Gr-nS1eelStilanO � All :.soutltem:Pirte (SG=.0:ti5):.e 60"c3:•TS Aluminum :. . A36Sleet ::... WIT p.050•:-: �49 AU. : Cansiele(mio. �2-$5 ksi)4'TrJamb l Pij a HtIkw:BNkIQASTA1 C901 G . 3 14 :::.. T 4' EICA" tlhraOonit: FY=155 KSi. Fu 1TZ ksI : ...::.Iamb!P:haok .. .All : - :Cormfetelml 262;65ks1)i- '3amb 1 P�ok ' F!I[ad H1oek (ASTtvfG�O): : 2+1t2 k" 1�3%A" ::: Hollow Block O90 .2117 : 6• : � �1-1Y4": D :: : ': 114 410 SS F.t of Do'eFlbk& 17.4ksi:Fn 189,71w: :HeadlSRi Sibnsrete.mirt 3:35ksi . 1 ::' A' .: ; 1314':i �:. Jainh fP=hook : Cono eto !min. 3�.G8 ksr) 1..�- tr : 13r4' Jamb-1P-1i5ok N68ow:8bik�iAS.T.MG9(I' w_ Air:: SmGham Pina:SG'.=0:55 'I':-� :1•..: ..1-y8-: :: . ... .. .. 5) TEST REPORTS. FTL:89&0, FTL=5993, FTL 6001; FTL G014 :FTL 6015,;FTL 6017,, FTL 6021. PTL 6023, t) WHERE:SUBSTRATEG4NDITIONS RLOVIftEANCHORAGE MOMMORE THAN ONEQF;THEANCHOR GROUPSABOVE FTL 6024, FTL 6Q25, FTL Ii028r FT1 6031, FTL GA3S, FTL 5036 AND i TI-7S54 CHOOSE:THE ANCHOROROUPOF THE LOWEST LETTER FOR/1LlTABLES IN iHCSAPPROVAL.. 29 ALL ANCHOR BEAD TYPES�ARE APPLICABLE. 3) FOR SIVEL:STUDS,MIN 'FU-:43TG51 mfuFY=:33 KSt` TABLE B, SEE DETAILS.ON SHEETS 4 & 5 • ALSUBSTRAT 4) FILLED BLOCK VALUES MAY ALSO.BE USED IN HOLLOW BLOCK APPLICATIONS. :: : : ,: :- ; )ANCHORS MUST BE Of SUFFICIETITLENGT}ISQ 771ATAMlNIMUM OF37HREADS °ffJEND BEY.ONDMET E, : Type' ::. :Dose)ptlod(UsYedhomExwrlo'ctolyder)cn :: � - W, Tile 1,etnlnOte4; t2; t.Res.4I 1s )5 Gt09a with 096' i':VS lnSEdayar -- GSA W16' L.aminated::{2) Utes o)1l4' H5 Glass. w;.ln .090' PVB ktlCnayfs -:. .. :. ... G4 7rIG of WIT. HS Glzss 1"th'.090' SG boosfayer Gi4A:tG Lamigaiedi (�}Lltes:6! :t)A FIS Glxs ri11h .000' SG bitetttryet.: :.. - .: GS GSA G6 )'Lellihaledi:G„w1wTFz oodCap-4.31F Ait$p;te-?�7116' LaminaXea t2j lles:Ww1G H$:Glass:wtifh .030`PVt?:Ineglayer:: 1'.Lam na;¢Q. t:G,. N4 TFxtclittC2p 3 5_.16'JurSpace. , Trt6" LaminatmL 12) ti.ea Ny'iC HS filassiNtn .090" PVB:tiiterlayer P Lam.naied i,G. 316 T.ExteYror Cap r 3!'8•Av Spa.a t:T116' Lanllnata (2) Lnes.a(9::1G fig G4�ss raln .1KJD' SG k+h:MaYH OBA 1• Wraraltsf I.G.: UA'.:TEXt["ior.Gap+:5ilfi A4:SAace.+. tllG tati�iC•aledj (2) Lrc;s.Sil'3�i,6" Hg Gkus:u,?th 096" SG bderlaya : G7 Wflr Laminated: {21.UiedgI 3116' ANY OIaso W�lh .090" SG IMrdafe( :: .. ....: O7A rdl6 L aMIMLett: I2) WW 4t V4 ANN:Gloss %ft .090` SG Werisver GS 1- Laminated Le. X11W T.Extelwr Q2 4:+ 3M. AH Space 1.7116 LaridtlatetY; SGlrsvi: el A :GRA we4tF 4tL4(f^ 1. Lanwated L0:.1A! ExtaoGp:WIe.Ak:Spca71V.La6nct'A(3-1)LhM oal:331166'"Mot. SG1de7lpyLt::. .+2 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAM OADE COUNTY USE ONLY MIAMI-DADS COUNTY APPROV8DANCHORS. SEETABLEA ON THIS: SHEET FOR EMBEDMENT, EDGE: DISTANCE: AND SUBSTRATE: REQUIREMENTS.:: 2) FOR:OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET 3 WOODBUCKS:DEPICTEDAS:1XARE;LESSTHANI-1/2 THICK. .I . .. .. s?I)yfG D$ .t,anrplf�caR&tIK PROPERLY SECURED 1X WO.OD.BUCKS ARE OPTIONAL IF UNIT I$ 114STALLEDDIRECTLY T0501-1!CONCRETE WOOD$UCK5 $� ng £eide A,aptn}z¢+Is ? II��'`83' DEPICTED AS 2X ARE 1 1/2;1 HIGEC OR:GREATER. IXAND 2X:BUCKS Fv re Im 1 (WHEN USED) SH 4l L BE DESIGNED TO.P.ROPERLYTRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS � n� gp t THE RE`SPONSIB'ILITY CIF THE ENGINEER OR:ARCHI1tCT'0F ANN =ANNEALED:: FiS =HEAT $TRENQTHENED .. .. ::. :: '. ::: ''1 NG OFFICIAL:. RECORD &TO BE REVIEWED BY THE' BUILD -r TEMPERED GENERALNOTE$ 1 Pv6 .nsp TROsiFDi vu6 3v KURARAYAMERICA INC 4} METAL SUBSTRATE TO MEET MIN STRENGTH AND. THICKNESS SG :_ :606• SENTRYGLASQ BY KURARAY AMERICA. INC. ::: :EXAMPLE CONFIGS .. .2.5 REQUIREMENTS PER CURRENT' FLORIDA BUILDING;CODE AND TO GLAZING DETAILS...:.:,:..,.h;5 B E REVIEWED BY THE AUTHORITY HAVING JURISDICTION .: ' :ANCHORAGE.:................:..6 14 : . DESIGN PRESSURE RATING IMPACT RATING :. DESIGN PRESSURES,.. 6.8 5} IF SILL IS TIGHT TO SUBSTRATE., GROUT OTHER- IS s 1t17! sE,E:TABLE51,78SbN:: RATED FORIARGE 4SMA..LL: .: INSTALL DETAILS .... .12.14- .: $t(E6T$ 0 7 &;$ MISSILE.IMPACT R ES)STANCE ELEVATIONS „.. 1516 .: NOT REQUIRED"IF USED,NONSNRINK,:NON NIE'I'ALt.IC GROIJT.:.. EY OTHERS)' MUST FULLY �t ` t1 ! Y a.:x rl v MAX 114":TIIICK &,3400 PSI:MIN (DONE SUPPORT -THE ENTIRE LENGTH OF THE SILLTHAT 1S NOT TIGHT TO yCFhlSer CODESISTANDARDSUSED: q :: : :CRC $SECTIONS':.. ,...1>15:� SHEAR F - - -.- . .. ..E 20 o2017fLORIDA:BUILDIWG CODE.(FBC); BTH EO@GN : :PART S:LIST.............:......... E ' RU!LDING CODE, FBC) 5TH : '21.22i E Qppr 30# FELT PAPER OR MASTIC IS REQU IRED No. 9BZJ5 a2614.FLORIDA EDITIOY EXTRUSIONS .............„ dAST[1 Ef36047s:: t oAN$UAFB,PA N0&,2.01E FOR WtN:1D:CONSTRUCTION : BETWEEN EEG ROUTAND:WOOD SUBSTR,. BY THEAUTH6R1TY HAVING"JURISDICTION f)T •, rr• `. tSATE oALUMINUM DF$(GX MANUAL ARM G IC{J4 »AISIS100-t2 .' : :: :: :::. .:dip 7ECRNOLOGYl7RlV6.% omsGasaf6 NYENIGG994279: GENERALNOTESANDMAP O,�IUI N_`, Ss aCa,�� 1p,MAg �s> . a reRr oFnursi azsza SERIJ 5 770:ALUM: SGb .LM /MP r1i. .fit Ott :- :Od,17S+'"T .i :G 'UPDATED 7O f5G221?REV!$EOiT•?B1.E$':1,2;.3.8A ::: . v .nr. ate: v..woe�: t�,w: - ? 22 PGT0130; 6 AtYRER.56�t -P.E :.: dR : - T0/10t14 ::: ::. :. :: .:: SGD-T.70 NTS is .. :. .tw Jc i -.9 13.1 1 '� -14 1� MAX UNIT 1 19 i i HEIGHT 13 1 t ii i KR-TABLES 114 aocxrr j n 5 EXAMPLE CONFIGURATIONS:; - '" Y" fyu12A�1oris TEs' CONFI r�O PJIAX..:TESTEI7t1NiTWIDTH= 1) ALL CONPIGURATIONS SHOWN ARE ALSO AVAIL iBiE-AS 3W7116`:.@ 96":HEIGHT POCKET: CONFIGURATIONS;AT EITHER OR BOTH JAMB 3l10-1'4 120" HEIGHT LOCATIONS USING RETAIL Jiv", Jc "Kvi OR "Kc INSTALLATION NOM: PANEL WIDTH c t EXAMPLE: 4-PANEL3(XXX IN:POCKET :CONFIGURATION CAN BE RE,R TABLES-1-3 a t a t pXXXX .p?(XXX OR XXXXp OXX?C IN POCKET CONFIGURATION! �1: _ ,rye.. i CAN.BE.OXXXp.. 2) 90 413�a CORNER CONFIGURATIONS CAN BE A -COMBINATION �x ° ' 2 STRAIGHT CONFIGURATIONS MAX... UNIT 1 .t t 19 t 9 t t t. OF ANY t z a w HEIGHT a, t 96" OR 1 PO t 1 is t .. t; t'q a F m 3) FOR NOM PANEL WIDTH SEE TABI ES'1 3. l ! f a W . W1 OPERABLE PANEL 1 l rooxt r ; O INOPERABLE PANEL," l.I , P = POCKET . 6-PANEL CONFIGURATIONS w E w a t to 9 DETAIL LETTER -` WOOD OR METAL INSTALLATION MAX. 11NiT'WIDTH"(! G" = CONCRETE_ INSTALLATION NUMBER NOM PANEL WIDTH PER TRBLE$1-3 t 1a t2 1aSHEET Ja t MO WIDTH: 4.NOMPANEL v s 19 t 1a DLO HEIGHT DOOR U IT HEIGHT 10.126 I I; MAX. to UNIT 1a s tg 19 1a ° o :PANEL HEIGHT - OOOR UMIT:t IEI(3HT; , 868 - t ! �m i HEIGHT t 9a PER TAB EES 1 1 w w .: I 'i..: .: .: J< f� PUCI�rj nu�i . - 7 PANEL CONFIGURATIONS ., •.: is . i 1Tt. 1 q :. p2tiPUt7FEt.� . uarcWS."wE m:a's MAX. UNIT WIDTH.'t : 166 ltzs a qy'x NOM:.PANEL WIDTH t S- PER TABLES.1.9 .. t t9 to is : 1 t. 14 a i. MAX. UNIT .HEIGHT 1 to 19 9 9 t to t9 j.E PER TABLES I-3 f f r/ tc�}j tcifisiiftttr' IfT F ` f CK�T L4 c fi ILLf `1. 8PANEL CONFIGURATIONS n No. 1,8705 : 1970TECttN0_'0GaYL1RNE N VsVZ9 r{ �tz�5 t9aV 40- noo[jj CER' 98: E TIONS EXAMPLE: CCNF/GUI 1 rar. SERIES. 770, ALUM. SGD - LM IMPACT ; �OAtr eT it r i a+� - CHANGES 711I5SHEE7. gi'hu1H,'V'1' A:LYP (rC a ny, JR : rimu :d0/1a!;! uw.ey twe:. :: 3 :x 27 PGTUI3D C EJ✓ 98 Q5 pis": HS :GA+ 090" PP.LM 3118" t15 GL4; J19U .ns utaa�-: I ,� ai �a na vutiaa _ � AIRSBACt i�- _.. 1 at 6 r GLASS 314 IVOM. iris 314" NOM EXTERIOR. EXFERtOR GLASS GLASS i24-127 9f z 314" NQNi. . GLASS BITE i SITE €t 73 7/16 :LAMINATED GLASS, TYPE•G3 :. ;:. 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED LG'. GLASS,.TYPE: G5 : 9118 Now 9116 NOM r. 1c NOM: 3i.18 HS GLASS i.14,HS.GLASS : 1WHSGLASS .09R.PVB U90 PVB:.: STC.-, $116 HS GLAS 1/a" HS GLASS 7d Va" HS GLASS 74 5116"AIR SPACE 7g ' 1 fa":T GLASS. 82 3f4" NOM. ` s� 314" NOM 31a EacrEtiioR GLASS EicrERioR a GLASS BITE i'2a tz7 ,NQNI.: GUASS:: :: BITE BITE: EXTERIOR f-- ' ,+r.: 7g. u ... .. .. .54.' ii i ii i ii i :: .. 54 is :95:i 9/16'.LAMINATEO GLASS, TYPE G3A- 9/16" LAMINATED GLASS TYPE G4A.: V LAMINATED t G. GLASS TYPE C5A 10.E i�zF�/L ,�. ZING NOTES:: 'zr = 5' U = ANNEALED HEATSTRENGTI{ENED SEES ET 15 F0SPACER DETAILS �t SS TEMPERED TRbSIFOE PVB BY KURARAY AMERICA INC,v..vswc AMERICA, INC 197P.. ri NoxocxwcivE LAZInlG DET9/LSHE ctltt ji -..09C1 SENTRYGLAS© BY KURARAY rsal)seu rcoa wa- 'O4Jtl6(f7 x "C 'NO CHANOESTHIS SHELT cFRr,' )rnuF 196 s R/ES 770:4L[!M SGL? - LM t119PACT :: ce."vTc: u�: f p f t?f It 1 t�tc"•' fCYRH t31Ai RAPE r 22 PGT0130. C a,"6870 �. JR : 9W10./,Q i .. .. ' .i - . 'SG q-7ie N:7`S 4 GLARING DETAILS; G6,.G6A G7:G7A, G8 &G8A: 1- NOM: �!1$ NOM t" NOM 3116 H* GLASS 3(18° ANN GLASS 3116° ANN GLASS 090 sG p9o• SG 09tY SG 3116"ANN GLASS 3/16• HS G. 318 AIFE SPACE rASS-+ 7qIj 3/16"ANN GLASS 7n 31B" AIR $PA 74 3N6 TGLASS ,. 3(16';TGLASSCE 8S :_ 'r 3!4"NOM E%TERIOR �(.t 314 NOM GLgScm r 3/� NOM 12S-1ZZ :. qt GLASS a BITE GLASS BITE. EXTERIOR -!III BITE i : t; Sb ERIOR 1 .. a i ' ..:E. 7g 7 76 LAMINATED:GLASS TYPE'G7 1" LAM1t�tATEQ 1 G. GLASS TYPE 08. 1" LAMIhfATED'I:G:.GLRSS, TYPEGG - tOm NOMi. 9116" NOM 3116 HS GLAS$ J N GIAS 3ti 6 AN S: 090" SCG 9!4° ANN GLASS 090" SG 3116 HS GLASS 090 SG 7a 3116 ANN GLAS . b116 AIR SPACE 7a 'IWANN GLASS 61I6•A!R $PACE 7a 1i4 TGLASS 1/4:TGLASS MitODtl(. EtY011k :afcemf i�-- II i 3GLASS 83 plym& i3nld+AgC�tt Il2ra ' We t t � 314 NOW .pSra4-- .. it 424a2 ' G .. E$ .. t 81TE -124t27 y GLASS BITE Yta�i raERljoa Bn Ri RsdC t Bt' TFJC ERIOR :- r. a 7e64 ` 5 1 LAMINATED I G.GLASS, TYPE G6A 9/16" LAMINATED GLASS TYPE G7A.. 1" LAMINA FED I:G.GLASS, TY}'E:G$A aa �` ,1jY f!'N�firi fFr GLAZING NOTES::. V9 3'E 5 T ANN ?ANNEALED m HS BEAT STRENGTHENED SEE SHEET 1$ FOR SPACER DETAILS i j T' 7EMPEREb::?.1 PV6 =.. 396" TROSIFOP::PVB:BY KURARAY AMERICA, INC. toru 7ECWNotO it RIVE ALMUr.�FL44275: AL GLAZINGDOWLS U, :"SG': SEN RYGLAf BY KURARAY AMERICA, INC, tsirlaua+srio SERIES 770 ALUM. SGD - LM IMPACT JR : :Oa1, Ji7 C ND CHANGE&TNlSSilEEY. cFRr.ci tiuiR. a s.t,w>rn smc : a.*:am aev xLvNm Uf :: ii 10110/iQ ,: :. wxr. .qmr :: : .SGf1:77P. : lvTS $ p 22 F'GTO1 REX 58 J8: ^*'TABU 1 e. :.. I -. �,c • _ t: , r.`==. ` ..l t. Oestgn +ressure;(pPj and Anchor Quantmes Required (far �Il approved s ooft0attans on Sheets 2 & 3j For coastre9a) anchorage cn 90° a 135 comer+anfs seesheel 11 I)w pnit.w9lit TatiiesPplles to t,lass Types 3> :: EO" i E Eg' �,' '. TABLE IA' r r {�. _ �i•S i. _. r timulrt"�P'Fo !! sizes 6tS�'p naby:r�we� , 98" 88.7, DLO; SHMei0tto Max (fl DP. paterln#Itration Rating) Sill Riser Height : ;,it).Destgn :: (Floc or Bax, see ::Pressure; :I�t Sheetl7) .:Fltisb -1412" : see note 3 Lam. -Do t.460- Medifuin _'3.114" : + 6Q.$ 24" Haa blit i Jamb : :47 Y 8 tA+.l $ LA-T. 8 8 1f4�1 :�: W 3:. .8.: }:/F 8 . .1/!!'J: 8: w i 8 v�T ::8 .. 8 i. ;,..,. 8 ... .fl r. ..,,., .,.. DLO-., . ':::P-hook :.6+7:: >6+:7 .::: 6k7a.: 6+7 .7+8 . 77-8:_ --748: '7{8"'. T• 8 i:7+8: 748 74B5 .7+8:: ?+8.:: 748 .74-$: Head:S3t1 : :C4+1: G4i1 C4ti-:-:f7{+ CA#:i CA{l: C4+1 :Cytt1 . C41 CA+Y O!.t+1::.CA+1 C4+�1: C1+t C4*iO4f1 . 36" DLO :..tarMi 8 $ 8 ..: 8 g' e:: 8 8: 8 8 $ : 8 8..: B 8:: 8 : . . ::P•tfbok :.6fT. : F.7 9+7::: 6+? 7++8 7+8: 7+B.: :7+fl W& :7+b. : Tor- 7+6 7+8: 7r8 7+8 7+8 HeloUt J(AjAIA OW C444 ::C40 G0:1 C4+1. C4+1 'C441 C4+1 .C4+1 C4+_1704+1 C4+1; C4+1 C4+1 LQ . I$Jamta t81A 88:: 8 � -� ' a !nj,P�hook _ FA66,M :6t:7 W. : 8+7 7*8. 7.4 �'��.7+B: 748 74:8 �:3+8 7+9 ?;8 7?8" r+8 .7,8 7+8 � CH LENGTH - f0 GfSiB +`1 `Giri . ('f1+1 . GStY G4+-:1 :01+1 C4 .1 I C4 'i Q4-1 C4 1- C6fY ;04+1 C4*}: Cq+1 C4+1 CAt}; ' t3 DLO Jamb 8 :.8.. 8 :. 8 $:. 8; .. 8 .:8.8 8 8: 8 8 : 88:: B z :P-hoo![.,. _..t1eaQ,Stp _: 6+T $+7 6+7 6+7 7-$ 7+e a+8 7+8 7+8 .T 8 7.:B 7+8 7+$. 7t8 7*a 7*8: - p a� :G4+p ii4r2 CrY{2 ::G4+2 G4i-2 67+2 :(A+2 'e/{+2 C9t2 r`A+2 CtY#2 . :0A+1. C4+2: .76:: C4f2 CA+2 C4*2.:.OHTRATIOs"I .... 8 $ $ :$:8:: 8 :B., � 8 ::8 8:_ $ 8 :8:: B ' O= i :.-::P.4jbbg : 6+7:: .6+:7 .6t7: : 6+7 .:: 7+8 :. i7*6 - .:J•t8.: 7+B� 7t8' ;:7+.8 ! .7�6 T+B � �Tf$: :7+.5:. Z+8 7,r8 FOR :EXAMPLE ON USING TABLE, SEE SHEET:&° y OH LENGTH . OH RATIO= NOTES: OH°.HEIGHT I) POS(TIVJ PRESSURES IN TABLET ARE.BASED ON THE:USE OF THE 3 114'SILL. 2) WHEN USING THE 2:112- SILL, POSITIV WATER DPAS:46.67 PSF. MAX WHEN..USINGTHE 3.114 SILL, POSITIVE WATER DP IS MO PSF MAX: WHEN USING THE 4`SILL POSITIVE WATER DP I$ 6o.0 PSF MAX;(NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH =. TAt31E 1A.. 1. N OM PANEL WIDTH 7" 3j 4 a 1J4` ¢NR;Z-1/2 SILL:HEIGHTS ARE TESTED F R WATER INFILTRATION WHEREAS: THE I IdP' SILL IS NOT:AND MUST: ONLY 8EUSEDWHEREWATER R4E 18TANCE IS NOT REQUIRED MAX.'POSITIVE.DESIGN PRESSURES SHOWN IN TABLE 1 MAY ALO HEIGHT BF -:USE WHEN:THE DC0k )S PROTi-CTED BY AN OVERHANG COMPLYING: WITH THE CURRENT: FLORIDA BUILDING CODE:{SEE dQDR UNIT HEIGHT iQ 125" pBOgU��Nb�r�p ADJACENT DI4GRAM)5 THIS COP1Dh7ON IS NOT RATED FOR WATER INFlL7RA7(ON usa�upplpU gwhffirhe 4J SE8.5HEETS 1t1 j4:FQR ANCHORAGE SPA.C.I.PIG, EDGE. ISTANCE AND EMBEDMENT INFORMATION.: PANEL HEIGHT � : j R� 5) DOOR 91.2E TO COMPLY- WITH:CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED: DOOR UNIT HEIGHT. 'f SfiS � � �a�� . .6) JAMB AN.CHORS.ARE SPECIFIED As THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO:BE INSTALLED ESL;. `: l�: Interlock ' ' .. P-hook Lodcstile Jamb Straight Astragal: Assemb)y: unkaile @: straight¢stragal.. 9lr:AstTa90l : Assembly . :: Lociale @ .9g° . s g A' ra al... 135 Ashga) . Assem ly :: Lotkslde @ 13S Astra at :. g. �Sta'ndardstile3 Stile... 5tandard:5tile ::$tandardstile: SlandarCStife: .: Hea4ydtrtysttie :! Heavy-dutySllle 146vy-duiy5ttle:. Heady-duty:Stile Standard Astragal outside.Corner outside Lamer ; bide r nr : _.. !!Comer 1 Mlde Qutside . .. ... ... .. .. .: G oMer .: v .: Comer r-p-r,6D(xZJ Parttl64 ?erta6b Parti260(stile) Partit67(Asftagal) Part1t60 - Par£�561ISiilej Partt}i�$(Camer_ P$rti1i19(CUt) Pattii12t1(In) :Fartk61(Stile) ; i Receiver) (Com &Fxd;Mount) ��1.1)ll to iflr :. 1 070 vk 'w r2275: DPAN ANCHDf7AfsE r� 4 ,,� `F a...... � ladga8a16U? ry,:; . n F •_.: cEnr. oFAurit.s'Vz o SERIES 770 ALUM $GD L:M IMPACT.: JR :fjdfil�4'7 ! :C. :: fiEVfSEO TABLE Y, .. _ : � � sevwwc .. r �� aa+>w+� .:: "�• YNN 1 F£: .: cn.t°awGD77U. NTS & 0122 :PGTi113t?i C i A.L P.E..fl 58705 .: JR . :WIO,14 :: :: :: : :. - :: s available Mo No :POSITIVE WATER: DO IS 60,0 PV MAX: WHEN.USING : THE 4!SILL, PQSITIVF WATER. DPIS 600 PSF. MAX: :(NEGATIVE PRES, U-NORANGED). SEE TABLE 7A w w :3 . )4". :3-1t . 4"ANI 2�1 . 12 . SILL:HEIGHTS ARE TESTED FOR WATER 114FILTRATIONWHEREAS THE . . WATER -SILL:4G NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS. NOT REQUIRED: MAX POSITIVE DESIGN PRESSURES 5H0.'WNON TABL.E.2 MAYBE USED .WHEN THE DOOR IS PROTECTED BY� AN OVERHAN&COMPLYINGWITH. THE CURRENTFBt",(s5eADJ�k.C.�.NT'DIAPRAM);THI$CONDMONIS::- :+ .. .. .... .. - ......... - ... -... NOT, RATED.F.O. R WATER I N FILTRATI 0 N,: 4) $m SHEETS: i o-U:FORANCHORAG5 SPACING; EDGE D.[S.TANCF-.AN.D,EMBEDMENT.INFORMATION: :i POOR SIZE TO COMPLY WITH CURRENT EGRESS R UIREMENTS WHEN REQUIRED. j FBC . R.. SS EP . .. . . . . . ANCHORSARE ECIFitbmTHE TOTAL OUA11MTv DIVIDE 2FOR PAIRS TOf JAMB (.)H :w. SEE: NOTES 1-3: :INSTALLED_nicrnAiQ OH duct Sill Height t6 Max (t):13p (Water Infiltration Rating):: ........... Sill War Height; � � i :. � (+) Design, (Fiat 1or+89x, 58fl! ;.P, I e,a, 0 Sheet Flush,141Zi Vi a, Low � 2-1121 46,67: DLO. NOM, PANEL WIDTH 7- DLO HEIGHT: OH:LENGTH DOOR UNIT HEIGHT m 1.0; . 12 . 5" GTH: PANEL HEIGHT DOOR UNIT HEIGHT 1.866- 0 OH RATIO 2� 1talc ICt'NQI66i + w 119 ow�iivoj i :0H LENGTH' nth.:.:' . ..... OH HEIGHT:: 4_5SEMBLY btTAIM.': w90'Astra9a1:: L*Ckstijq:@. 195'Mt�,3gal w lockstile. Lackstj interlock Pfiobk Lockstile is Jamb.: ile §WAttragal: Assembly 135! Aste6gof StrafghtAstragat'i ]:Assembly- I46vy-d6ivS0Ies 14 avv-dut duty stile Heavy-dujy5iije Heavy stl e y-duty le Keawdutv:516 6 -dijtV.Stile eixq.-dw. S1,10 'd Ansid s Outside Corner Outside Ca me Corn WIZ w w: orner 06rs;dd InIldeloml COMO Port #61 (Svile), 0 Part,#61 �Pa I port 0110:(0Utj,:: Part #61 Parts #3 1 #32 - Part#61 W)w art# 1 oa"6i Part#67 (Astragal}, (in.) w :0 q (Corn. & kil M66611 w w w: PP,4NDAN 74k mar CERK OF AU TH. �sii SERIES 770AL.W.. sisp -Dw IMPACT: 641W17 C REWSED TABL" 2,REMOVED EXAMPL9 q, P r;; — . I I q F'r.9 sms RN w. ..... ............ — ... DLO. NOM, PANEL WIDTH 7- DLO HEIGHT: OH:LENGTH DOOR UNIT HEIGHT m 1.0; . 12 . 5" GTH: PANEL HEIGHT DOOR UNIT HEIGHT 1.866- 0 OH RATIO 2� 1talc ICt'NQI66i + w 119 ow�iivoj i :0H LENGTH' nth.:.:' . ..... OH HEIGHT:: 4_5SEMBLY btTAIM.': w90'Astra9a1:: L*Ckstijq:@. 195'Mt�,3gal w lockstile. Lackstj interlock Pfiobk Lockstile is Jamb.: ile §WAttragal: Assembly 135! Aste6gof StrafghtAstragat'i ]:Assembly- I46vy-d6ivS0Ies 14 avv-dut duty stile Heavy-dujy5iije Heavy stl e y-duty le Keawdutv:516 6 -dijtV.Stile eixq.-dw. S1,10 'd Ansid s Outside Corner Outside Ca me Corn WIZ w w: orner 06rs;dd InIldeloml COMO Port #61 (Svile), 0 Part,#61 �Pa I port 0110:(0Utj,:: Part #61 Parts #3 1 #32 - Part#61 W)w art# 1 oa"6i Part#67 (Astragal}, (in.) w :0 q (Corn. & kil M66611 w w w: PP,4NDAN 74k mar CERK OF AU TH. �sii SERIES 770AL.W.. sisp -Dw IMPACT: 641W17 C REWSED TABL" 2,REMOVED EXAMPL9 q, P r;; — . I I q F'r.9 sms RN w. ..... ............ — ... w90'Astra9a1:: L*Ckstijq:@. 195'Mt�,3gal w lockstile. Lackstj interlock Pfiobk Lockstile is Jamb.: ile §WAttragal: Assembly 135! Aste6gof StrafghtAstragat'i ]:Assembly- I46vy-d6ivS0Ies 14 avv-dut duty stile Heavy-dujy5iije Heavy stl e y-duty le Keawdutv:516 6 -dijtV.Stile eixq.-dw. S1,10 'd Ansid s Outside Corner Outside Ca me Corn WIZ w w: orner 06rs;dd InIldeloml COMO Port #61 (Svile), 0 Part,#61 �Pa I port 0110:(0Utj,:: Part #61 Parts #3 1 #32 - Part#61 W)w art# 1 oa"6i Part#67 (Astragal}, (in.) w :0 q (Corn. & kil M66611 w w w: PP,4NDAN 74k mar CERK OF AU TH. �sii SERIES 770AL.W.. sisp -Dw IMPACT: 641W17 C REWSED TABL" 2,REMOVED EXAMPL9 q, P r;; — . I I q F'r.9 sms RN w. ..... ............ — ... PP,4NDAN 74k mar CERK OF AU TH. �sii SERIES 770AL.W.. sisp -Dw IMPACT: 641W17 C REWSED TABL" 2,REMOVED EXAMPL9 q, P r;; — . I I q F'r.9 sms RN w. ..... ............ — ... DesignSheets 2 & 31 .; Fa:comer astragal anchora9e:oq 96' n� 1357 ecmec omrsisee sheet l ]: - Maximum DR 6hown below " : ; (May he l�rritep by Ta6fe.31+} Tahle:apPltas t4 Mass Types 4 48 .. :. .:: ... Door tJnit:f ght . - ..... 80 8a 90 : i 96 ". A02 108 8; 6A,.7, 7A, a$'BAand:".he StilefA@tragattypesstxavo-4efOW, . ::ft-Mr. OLO 73.7t8'Dk" :._ ii797/&!pG - _ :.. :8&7/8gC0: 9f•718e.DL0 ..::.: 7-715`OQ O ...::� "" iAnC1lAr Gfopp :""" ::. 'Anchor GmuR_.. ' ".., ., AndhorG(oup .. ::: "Anctro[GtpuR ii AnGllpr;GlDpp -..R "Arwhdr{ oup :: .:A .:::i3"-7C D A.:.. h3 ..iG"' D :A. .pi :C: D_ ;A:: '' B. ::C a . :B G psi. 17' ::. HeadMlf : C4+1 C4+1-:C4+1: C4t1 C44,1::C4f1 I C4t1 CAt1 C4+1` C4+t i.A-1 C4+i. C4t1 C4+1 C1+1 C441 C4r.1 C4+:t C4+1 C4t1';C4+1."C4+1 C4+:1 Ot0 Jame' 8, ; ;8 r 8 ::& 8 :::8: : 8: & 8 :. 8, . i8'": .8." ::$' B 8: 8, ..10;. 10 :.1Q . 10 :10 la 10. :10: . .. .:: Pam: 8+7: "6+7.: 64:7::8+7 1 7+.8 .7+8. 7.:748 1 7+8::7t87+8 1. 7t8:1 7+8 1 7+8 7+8. 7.18 8t9 Bt9 ::8f9: 8*9 8+g.::B+9 Stg . 8t9 ...-"" ::Desi p:Pressuie :" :: := .: i .. :.?'I90OpsT;:„ ..; . +.:-82:5. f . B.ORst 23+ -"�' HB>aitSil( C441 C4+1 I-C4+1: C4t1 C4+1 C4+1 Cf3+1 :C4+1 0441 C4+1 :C4.1: C4+1 Gott C4+1 Ctr1 C4+1. C4+1 C4+1 C4+1 C4+t CAtt C4+7: C4+1 Q1W s 8' : 8 B : 8. .: 8"" :8 10"i - a .8 8, .,:10 _:8 10: - 1Q 10 . t0 AO i1C .iD :10: m P-hMk 8+7: "6+7 0+7 :6+7 7+8 +748 Tt_B 3+8 7+8; 7.8 748: 7+8 7+$ 7+8 7+5. 7+8".8«9 8+9 8 9. 0+9 8+9 8+9 -8+9 8+9: ::DosfgnPrassQte :: .: :..+h800psfc _..... +1-82.5'Rsf : +/,75.OpSf �C$+1 " 29' :- HaadMll_.:. :_-. C4+1 :C4+1 C4+1 C3+1 C4+1: C4+1 C4+1.:C4+1 Ci+1 C4t1 C4?1: CA+] G5}t C6+1 G}t-1: C4+1 C +l C5+11:C4+1 C4+1 rCS+t':C4H "C441 ti .DLO jamb 10 � .";8 8 .::8! 1O . :8 . & :.I :. 8 :8. - - �. ";:.1D . 10 _.B - :1030 10.. .10":; cE^ ._. PfipOk 6<7; : 6+7 6+7 :6+7 7+8 ;Z+ 8 7 8'::.7}H 7+g::7+8" .7+8< 7+8 _ :8+4 .a.... 8+9 :8t$" 8t9 _ &+9 8+9 1 8+9. 8+9: 8+'S :E+9: 8+9-.:8+9. .. ;iDesignPressiga, " .. ; ' : :: : !: : t/-90D.p§r:"" ... .. 1-82,5psf +1.75.0:pst 36'.... _.i NeadtSiB C4+2:tA+2: C4+2 C4+2 .; .C4+2: 64t2'C4+2::C4+2 C5+2 :C54,2 G53« C5t2 CS}2: C5t2 C5+2 C64 C5+2 C!+2: C5+2 C6+2:C5+2 C5+2 :C5+2::C5+2 12 iiBi, 8. 42: 1Q: 10; :10 .;12.. .;10_ :10 1":10: . ... Rhook : '7+8:'.7*8: 7+g: 7+8 :7+8 :7+8 :7t8:.7+8: B+9.1 8+9 8+9.: 8?:9 :i849:1 9+9 1 $+$ 1 8.+.9.::8+9 :8a9: 8+9: $40 B+e 8+9: �Bti9" i"Si9" :DesigrtPrasswgsI:""" +t-82:5ps/: : +/cI5U:Rai C5t2.C5+2 C4a2 CA+2 45t2 C5+2 GS+x: GS+2 C5+2 C5+2 C5+2.-05+2C8+2"G6+2 5+2: e C5+2 C6t2 C8t2 CG52:�Cla'�2:C6+« C�6+�2 :C5+2 C5+.2 Jcmb ; 10_ 'a 8 : "' 8 "::12 ::'IQ : 8 'B 12.:1Q : 8 ": ."8 :14" t2 :i&i 894!. 12.� ._10: 10 :14 ::10 P'-hook 7-8:1 748 1 7+8:-7+8 .St9: 8+8 1 8+9 V8+2: 8+9: 5*-qi 8+9 8+9 :0+10:.9+10 +tO' 9710 9+'iO1 B+% 9t10 9+10 NOTES: 11 POSITIVE PRESSURES:IN TABLE.3 A 2) WHEN USING THE ?.-1 it SILL, POSIT :DP I8:60.0 PSF MAX. WHEN USING THE UNCHANGED] SEETAIBLEBA: 3) 40,3-114 AND 2-1/2'.SILL HEIGHTS A! MUft ONL rv'ti USED WHER£ WATER TABLE.3 MAYBE, USED WHEN THE DOi BUILDING COOg (SEE ADJACENT DIAL 4) SEE. SHEETS 16-14 FOR ANCHORAG 53 DOOR SIZE TO COMPLY WITH CURR 6) JAM&ANCHORS ARE SPECIP 50 AS TUC i-r, t t If ir+ NOTFA,:+ "90:0 P.SF FOR:GLASS ON THE USE OFTHE4"SILL, R DP 1546:41 PSF MAX: W HEN USING THE 3-110 SILL, POS OSITIVE WATER OP IS 90,0 PSF. MAX (NEGAT:IV! pwssw D:FOR WATER INFILTRATION WHEREAS THE:1:41V SILL IS CONDITION IS NOT RATED FOR WATER INFILTwtTIO.N, EDGE RISTANCE:AND EMBEDMENT INFORMATION, 3RESS REQUIREMENTS WHEN REQUIRED: QUANTITY DIVIDE.BY 2: FOR .'PAIRS TO 9ff iNSTALLED. b YA'br Y A CCC':CI]GCTC.If+ O: JS.Cl10 OAQT r1f6A[ Sip Heightto' Max (+) DF (Water Infiltration Rating) SIII:Riser He, (+I t7esigil (Flat cr:eox see Presslife,:psi Street 17):: Fliisti-t IX::: "seeribte"3: LoW-? ii2 + 40.W Medium 34141:: .. + 60:A : 6., 6p, 7A, ;8 S;.BA; '+1-87;t FOFi:GLA8STYFE7 -8XAMPLE:ON'SHEET:9: ~ r OH LENGTH OH RATIO", 6H.HE1GHT DL0 WIDTH NOM. PANEL WIDTH T^" pLO HEIGHT,= b00R.0 ITHEIG.HT 10125" PPODUC[fiENV.WM PANEL HEIGHT = er rawptgdlulthc DOOR 't1NITHEIGHT.,166s^: :8uidi�l'aie Acsstllaae�i>;e.('R. i12d��7r R,xpimfto,4_iAtk '�. 1 4 7nterp¢ _.._ ... _ SUaie44901 _Dickstile @ ... 901Asaal sembly , Lockst le @ 90Asaga 15' At( Aerihly tocde @ 15 Asra; al:.Assembly Heavy duty Stites Heavy-duty flea dut Stile : W Y Hea, dut Stile vy . Y . Hea dutyStilg : W iHeavydutyStite Heavy-dutyStite.. Heavy .duty3tiie :: NeSvyduly:Stilc :: Heavy-dutyAstragaf OtsidaC u Omer "C Comer OiitSide _.: ..: .. Inside Comer Coiner: ' Pattii6l[x2) : Part#61 Part#61 Pa> t #62 (Sfije) part ft6$.(As4ragal) Part#61 Part #& (Stile) Part#11$(Corner Part #214 (Out.) part#120.(In) Pori #fit (Stile] Parts#31$#32 Partml Receiver) ' : (Corr.'& Nd Mount) . :.: Alt C +mo7Frua ocrvwve r OP J/ �t ANDANCHORAGE NV C c�nracAMU. aaazse SERIES..770:E1LUM:SGD-LMIMPACT .: ``>rsiitt54t " f, LYNN:MILLER ?8" scam1:: NTS 8 72 PGT0130: C P.F-g5eas SEE .SPLICE NOTE THIS: -SHEET 4.0.51. 24'MAX OjC .24" MAX 04,F w w 4W. w NOM.. PANEL WIDTH. is .EXTER . .. � I K OP EDGE: OF POCKE,. : : : :1� I' . .. - . . . T- SEE Ox ANCHORS . . I . : - :k: *-I 15EEAAMB 4 . w . I . 1: - � INSTALLATION DETAIL z DETAILS 'Ja% 'Kc': t P-HOOK w BELOW) i END PANEL SHEET 14 &PART MOUNTING DETAILS \-�--ANCH611A GE ADAPTER 16 FOR , lkANCHORS: . .. :-: (2 ANCHORS); SHEET 0 P-HOOK : —ANCHORAGE:: END:FANE :k AANCHORAG ENO PANEL:ANCHORS ANCHORAGE (SES --TCH Or jj 42! c 9 14 TEFR VIVE 60 Nw,LO ANCHORAGE . A 0 E . ANCHORAGE w w ANCHORAGE NP14 RAG :CHORALE :OPPAN64 1. 2.04" i m IE)(AMPLE!B-PANEL.?:TRAdK90` OUTSIDE CORNER- :P.X/ b-EXT,MOUNT OO&M ETANCHORAGEPLA T I -- :148lx96':NoM.PANELS, CHOR.-GROUP CINCONCRr=T.ESUBSTFti.klr:(SF-.ETABLE Z,��HEE'r+S) — : :� :: t I Ifi;:SPUCENQTE T C NON� STRUCTURAL ANCHORAGE EXAMPLE NOTES: . ANCHORS MAY BE ADDED .1):APP ED ANCHORS! SEETAB E A, SHEET 1 ENr PANEL ANCHOR ROOTIONORROSONLYY: ROV L ASNEEDED�TOALIGN THE 2. ANCHOR LOCATION SPACING FOR ANCHOR DS AMC! NO NFXT: .7 CLUSTER TO w: EXTERIOR. : w OR: SILL IF A SPLICE QUANTITIES SPECIFIED IN TABLES 1-3,� SHEETS CENTEROW OF 1: 24r O.C;,Ofz LESS 24 E5 i' :.00CURS. AT'THE. PaHQOK. INTERLOCK �HEAD &SILL 8';W FROM FR MAX: USE SPECIFIED. CLUSTER FROM APPROPRIATE SEE "CS"CLUSTER . KANO IN mmoc 0.0. ........ .... ETAILS.SHEETID. + 5,TRA .:CORNER LOCATION .......ASTRAGAL...w. MR INTERLOCK STRAIGHT TFIP MIDrOINTOF END PANW5 ARE ONLY w; 5.6', PLUS SPECIFIED QUANTITY OF ADDITIONALREOUTRE IFYREO;C,016'rANCETOTHENEXTANCHOR b +2*ANCHORAGE INTERMEDIATE :ANCHORS PER PANEL, CLU$TeR:I%OVER:24' OTHERmst AmmoRt ARE NOT ADDITIONAL ANCHOIRS:24�1 044 MAXIMUMBOVE 6� f�AX JAMBS&:P-.HC>OKS 6'. FROM BOTTOM:21A MAX. ANCHOR PAIR O.Q. (JAM88), CENTERLINE 14.MAX. ANCHOR d O.C.:(PwHOOKI UTILI? E: :CfPANF JNG:ANCKOR QUANTIT.ms:F�OM APPROPRIATE TABLES. SHEETS o-,s, :2-TRACK ... ....... . . P-HOOKANCHORDETAILSON HEET 14� FRAMEJAM Ne ai 42"ANCHORAGE REQUIRE$. SEEC5'CLUSTER: END PANEL CENTERLINE CENTERUNF ANCHOR FAIR: w a R :Drtm.s� . IANCHORAGEw �CWCLU$TER:SEE SHEET 10A OF a., OF a TAILS, SHEET FOR ASTRAGAL A S.TRA ANCHORS INTERLOCK w . ......... MAX a w 7 7 a 7 1V ...... ...... ..... ............ a a a . . . ....... 0,5 a CEAfTERLINE :::. � 'i. . : OW715RLM : . +/ CENT5RLINE. 7 4�� ANCHORAGE PANECS, ooOFPAMEL 4 SEE:SHEETlI:FQROTH IfEkINTERMEDIATE ANCHOR8 w a . 'ill MWCE; FU14275 -.4 ANCHORAGE SPACING 4 EXAMPLE PLANS i FZj—!, a. CM, OFAUM;r SERIES: 770 AL.W Sdb - LM IMPACT rl CORRC07ED WUPLETO I PDATEDANCHOR VALUES i:: w: w w w: ........................ ..... . .... .. . .. ........ .. ..... : ..... . .. .... .. ........ ..... ... ..... ..... ......... (NSTALLATI��i-DE'TA�LS"' EMBEDMENT: SEE TABL..A, SHEET 1 EMBEDMENT! SEE TABLE A, SHEET 1 MIN OF 3 THREAD$ BEYOND EDGE DISTANCE E0GE DISTANCE. - SEETA6LE A;.SHEET 1 SEE TABLE.A; SHEEP 7 EDGE DISTANCE.' THEMETAL SUBSTRATE. �__ 2.1i1fi I- 21196 ABL2 A76NEE EXTERIOR 11d• A4L DLMEN$IONS T SEE T T7 r j a MAX. a MAX MA SHOWN ARE BASE SHIM EXTERIOR %, — i_ SH M 'ERIOR� SHIM: ON MIN. ALLOWED - _ I 1 2 METAL OR WOOD EMBEDMENT T _ SUBSTRA- S:MAY BE J USED' R;Atl FRAME SHEET 1 TYPES PER TABLE A: 2XLVOiJD WOOD: :ANCHOR TYP. 2XWOOD MOODANG,HORTYP METALTYP SMSANCHORTYP' SHEEf'7. TYP., SEE ANCHOR SEE; ANCHOR NOTES TYP SEE.ANCHOR SEE ANCHOR NOTES. SEE ANCHOR: SEE ANCHOR NOTES NOT.E:3, SHEET 1 $TABI E.A, SKEET 1 NOTE 3, SHEET 7 & FABLE A SHEET 1' . NOTE 4 SHEET la' 14 TABL> A. SHEET i jN-2 Ff2ACK FRAME HEAD 3-TRACK FRAME HEAD 44RACK FRAME HEAD DIAGONAL O C t5 Aw WOOD INSTALLAT(ON, sw WOOD INSTALLATION. Gvr METAE.INSTALLATION OR b"MIN-e{JAMBD} SEE ILIj WOOD 4NCHOR TYP:. 2X WOOD WOOD ANCHOR TYP 2X W000 ' SMS AT1Ci IOR T (P. METAL TYP .: DETAILS, SHEETS 10 & 11. etc a urunu rinTCC -.-,.: vvn etc ndirunu , :: ,CFF-ANn4nI2 tdnt#.q' � . TVP . SFF AN(:HOIt SEE ANCHOR NOTES: --a SEE ANCHOR IL - 22 t7C' 1 tK1Utf Jj j t -, (f: n i14 MAX.:SHIM' [-.— 3 li SUBSTRATE v ii4" MAX SHIM 9 9AX SHIM . I 24RACK FRAME JAMB 3 TRACK FRAME JAMB . 4 TRAC FRAME JAMB I Gw WOOD INSTALLATION:: Hw WOOD INSTALLATION METAL NSTALLATION fi {i+ -10117EctfN000Cv pRtVE N vEvrc E �L J9zTs: ANCH.ORAGE DETAILS R cERr;ZFAUTtf p78?X SERE$ 77aALUM SGD L'(4IMPACT .. JR :a4.hUt7T ::C :NIDIM G23TN+SSHiEET_ - :.ram+` wu' a aY.+�roM �.. ,! A.C.YN9a.7R..P.E: ,esu+�R' Coe' - -axuey cam;: � scoria: lVTS f? a 22 PG7013D: C Jit : a0'101f4 i i i ' ' e.EasaTas EDGE DISTANCE: :: P HOOK FOR USE WITH BOX SILL RISERS i >! (AL505EE IYY.:: :....... .:..:J_DOE;0I5TANCE ILLUSTRATION, SHEET 9) . P-HOOK FOR USE WITH BOX SILL RISERS ttti, tt r: . Kw. PARTS #19 #21: 023 0R #25 ... Ko' PARTS 919,_#21 #23.OR f METAL)NSTALLATION EXTERIOR. GONGRETEINSTALLATION EXTERIOR_ MOUNT .yCcr =� (SEE TABLES 1A, 2A S 3A MOUNT. (SEE TABLE51A 2A 8:3A . ONLY FOR UVATER RATINGS) ONLY FORINATER RATINGS] :: ' : Ne: 37C i T: h, IO)O TECHNOtOGYDRIK ro vcNrt vcstza5: ANCNORRGE DFTAfLS lsutjaxpisA7 LM Fy f : �: •• ocRT eFAUTitr29i15 JR :Q4lQJ17 : C M? CHANGESTHtS.SHEET. SERIES MALUM SOID IMPACT swec�xa :: ssa x a,.e�,:w.. :: �•, iCTkY(a7E .,1'.i:. n,.�» scl-Tzo . AITS 9f a 2F TOt30 FG___ G a. .. .. Part# :Qescnlftiott I�Aateaai.. _ �Zk� j<f EScrGLtKss.��`f�- 124 fCummeiiing dSG Tp5 Spacer.Sy. sfsm 125 Quanex$u erS acernXrivith Hot Nielt:But 1 P P Y Sheet for twr GLAs r `—tcrr GLASS 'fib w 126 QuaneK Duraseal Spacer Male�als wo ,� z�iTs J ,. c DURASEAL® SPACER `arti j(L EDGE'MSF?ACER — ' :a .127 Cardmal.)aL Edge Spacer.. ;..... .. Np GNanG[S 7NIS:SHF--. !F nt+r, naR JR : :10110/f4 :. > {, iq tU707EGlfNCRCGVAR/i� v VENICE n sa is; o.:,.wr, ANCHOF2,4GE DETAILS I EXAMPLE ELEVATID rrFr OF WH 99 SERIES 77t7 ALUM SGC) - LM IMPACT ALYfvt��viltfc�4 PE. sM "uce, �++t naveM sSo-rru NFS . i5 � 22 RGTQt$0 C .: P wit 5aro@ ASTAAOAL DETAILS L1 8 : INTERLOCK DETAIL M, SHEET 19; INSTALLATION DETAILS'IW E L2 SHEET 19 DETAIL M SHEET 18 'Id' SHEETS 72 & 13� INTERLOCK r IN 118,' INS ALLLATION DETAELS HEADER DETAIL 1 - -� 7Z . JAMB DETAlLH2 SHEET P ;HOOK DETAIL'J' $ K', SHEET B SHEET 18 Cv� & Cc, INSTALLATION JAMB DETAIL 12 'SHEET 1$ INSTALLATION: SHEETS 12 8 13 18 INSTALLATION OETAILS 19 INSTALLATION DETAILS:'Jw `iw siTtr4iTR¢takwF HW& He:SFIEETS12&13 'Jc KW&'Kc,SHEET.id DETAILS'Bvt DETAILS & le°, SHEETS 12 & 13; . SHEETS 1&'I3 2 MAX UNIT ,40 MAX. UNIT WIDTH ssa.:ngye�eg.nffp tRtc €i#A i#nwiugC r Espfraafou 1l�tc 2p��". PANEL PANEL PANEL PANEL �. PANEL PANE(: PANEL PANEL (I}, TYPE: TYF.I TYPE TYPE::::: i TYPE 71PE TYPE TYPE M' 'F ; is M' F gd f'm rNTr Nom a 4 NOlvl. UNIT*:' E HEIGHT: HEIGHT PANEL n ' i J J PANEL PER PER /.: WIDTH TYP E i WIDTH TYP { f TABLES ::MAC j SEE PER i $EE MAX PER TABLES: 9J' DLO NOTE 2 TABLES t 3 °a w i OTE 2. DLO TA8LE5 7 3 1 3 HEIGHT` $HEFT 15 h GH �u 4. O X X �E70 EXAMPLE XXXO SILL DETAIL P, SHEET 16 f J I. EXAMPLE, OXXXp Sll f DETAIL'S, SPIFFY 9B, INSTALLATION DETAILS RACK BY-PASS). 3-TRACK, RIGHT POCKET] �4 T f Fe sHEETs E281L13 PINSTALLATION svl. 'g SHEETS128: 3 T " RI arvT� MPLE ELEVATIONS EXAMPLE Q - +� n«•: �K,�� . cEar. uraurx.ia SERIES 77fi4LUM.I SGD LM IMPACT CHANGES TH)SSHEEL - �•w. : .-. .. .. r,<.beee :: a+w. .m+.vra 16 a 22 f?GT0130 C A.LYN!3ktCt'i!R,R.E.: c;F9snia PANEL;: .PES,. TERWCK,:. ff�r: OUT. INTER STILE :LCCKST.ILE: m HANoLr= LU. ASTPAGAL Sox -OUT �� Or HAVOW: A*TFWAL� W SOXIN j: .D:: sMf HANDLE:: jiox:()LIT U-,: ASTRAV`'l W BOX'!. 04T =.RNER - - 'el: —J: WYMANOLE It LU PAI�tEt'S RIGHT STILE TYPE - 7 .OUT QT IR 'I 1DfiG74 L.. .I .. .I 'iRACKJAMB 4 TRACK JAMB HOWN WITH (SHOWN WWTFI XEd PANEL TO 12. OPERABLE PANEL) �IE INTERIQf?}. 69 : rkUDI�iTRFnQa enev riniiT :�tbcatq�W$:wtia the � "� "LINKP,E 9 58745 .-ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION 26. DETAILS) T. 26. 5 .t . aa 26 600R61-: 60OA61 zg -. 55 fi5 5 TR[Ep 111. 62. EXTERIOR :1Y1 . i I v EXTERIOR 11 (� P HOOK FOR FLAT SILLS P HC?OK FOR BOX SILLS : ter' 9U' tJ IEXT. OR INT, MOUNT) = EXT._MOUNT ONLY: LOCK� PPART 75&1Q7 it LOCKPART 75810E 3T .61. EXTERIOR i v 1yEXTERIOR� v 1 1 113 103119 �EX7EF T _ STANDARD ASTRAGAL #67 HEAVY.-13UTY.ASTRAGAL #68 ! 0 90° OUTSIDE CORNS L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILE5_Yf61 Nl 2-TRACKSHOWN EXTERIOR: BOX:ASTRAGALSHOWN FXTE131OR:BOX'ASTRAGAL-SHOWN (BOX OUT): MAY:ALSO.BE INSTALLED (BOX -OUTWAY ALSO.BE INSTALLED, TOWARDS 1MTEF21012 (60X IN) TOWARDS INTERIOR (BOX -IN) ANGESTNrS SHEET fQ7Q'TECIiNO[OGYORIV[ ' N VQNiGE; F'3a778 C Isavlasaacw ' - G[RT Of AU7H SF_Q19d ' L ..1 4 INTERIOR 113 iO3 .52Til 60 ORi61 � 65. t3o 90 OR :EXTERIOR INTERIORT '.. EXTERK)R . c1CKPART t5&lot-1.10 6 6ROR61 INTERLOCK 11 ITEM #61 (HEAVY -.DUTY: 7. STILE) SHOWN ITEM IIGO (STANDARD STILE) ALSO 90` INSIDE CORNER APPLICABLE; SEE TABLES. 1 3, SHEETS G8 FC R D` :2-TRACK SHOWN (PSF) ASSOCIATED WRkI STILES: RtQq .< eRilllUCi its dfldFll . a+eamk�,plu4?kt3�lz : �` 3'( L CKR R. QQ pp TIn»itra'¢CocEt 19 Ir26��p3 :�Plrrtt#a6alx C . + INTERIOR. 'V HORIZONTAL SECTION OETAILS, CORNERS S€RtES 7V ALUM SGD - LM IMPACT �` i ; 14. AL. }' SI 4. LYhN 611LLiLER,?E.; 0 scn:rnr NTS 1;3 "" 22 PGT013U C p,E,><56t(n: PGT PGT `I kem: i Dw .# PW # - DescriptTan item: PGT IY � -17308 :: 617306 2-TRACK HEAD. : : 60 17325 :5173?6: :(?A ' 2 :I 17303 : ' :617303 2-TRACK HEAD W€TH:SCREENRAIL 61 �:17326 :617326 : PA J 17303 :: :917309 3-TRACK HEAD: ' � 62 :: 17327 '617327' : : FNI i i i : - i s .. .. . .. .: . ; .. ... a3 ...11 ::: .. :4 ? 17312 :: 417312 ..... .... 4-TRACKHEAD: i .- - :63 :: 17314 : :61731i - FRAMESCREWCDVER? 617317 PRAME:HEAD7AUBA0DON 7 :: 173D4 617304 2.TRACKSILL 67 .8 :• 1730T :: 617301 _ _ _..... 2-TRAM SILL W ITHSCREEN RAIL.:..:.:. 66-:: 9 173m. 61730°7 3-TRACK S61 .. ... .. . :59 : 30: 1.7316 i i :617310... _ -'TRACK SILL : ! .:: : ' i : TOE i 17313 :.:...611313 - FRAt0E:MLTRICK:INSERT 12 17315 ::-617315 FRAME:SILLSCREEN:ADD:C1Ni SEEN0.1 3} 72:: 13 :I 17315 :617376 FRAME:S4,LSCREEH:EN7ADD�4NSSEE;NOlE91.:.. 73;: 14 i{ .17305 _ i517305 2-?RACK: J AU.. 15 :- :1T3m :: 5T7$D2 2-TRACK JALAB MSCREEN-RAIL. ... 75:: 15 "17398 : 6173M 3-7RACK aAtAB:: 17 : 1311: :: 617311 d-TRICK aAMS: w 77: 18 :, 1732Z :: 617322 S1LLWER-:FLAT, FLUSH, 1.112• :79_: 19 :t :17319 :: S17319 SURISERwZQXFLUSii,;f-L2'' 80 .: 20 �17321: 617321 S€LL:RISER .:PLAT, LOW, 2t:{2" Bt:: 21 17318 :: 617318 StLRISER --BOX. LOW, 2-ti2' .. i : .: : � : � .82.. 22 17355 :: :677.365 SILLRISER • PLAT. MED1M. 3.114" 51LLR€SER::BOX MEDt{Rit..&t?4� ::: ': : ' T00: 24 17323 :: 617323 SU RISER4LAT, H3GH 'r 1pt 25 173211: :: :617320 SO:L.EOSER;BOR H1cl.+...:4':: .. .r� .... -: : .. .. . - .:: .. : 26 - 27 : 17333 -7070 STT3,.>Z. . : 67070: POCKETP-HOOK NEOPRENE BULS WSTP FOR P-HOOK:: : 1041: POCKET. P-HOOKMOUNT jj105; R-1i00K:COVER 165 POCKET P+HOOK:FORBOX R6ER 13: CORNER :: - : 168: t35F1)�D:h{OLMT ARE SCREENPARTS'- SCREEN SIDE:RAIL-LOCKSTILE 111 - SCREENLOCKSET w.:: 112 SCREEN KEEPEflSPACER:SET :' 113 SCREEN wfii OCKADAPTER t14 SCREEN DOUBLE INTERLOCK 115 SCREEN 70P-RAIL i :. 116 SCREEN BOTTOM RAIL : STANDARD ROLLER STANDARD ROLLER-ST_: STt., SCREEN ASTRAGAL ..-.. :: ... ... .. i28: OM SCREEN ASTRAGAL AnAP.TER 123.: SCREEN SPLP4.E:n SCREENSP.LME-150' SCREEN CLOTH im :. U2' %4' XYl1S' SET. BLOCK. NEOPRENE 65 f 5 OPRENESS�+; 28 7,334 :: E17i34 29 : 17335 : 8773`s5 3a i73a8 :: 617348 St : 17376 ::6173?6� 32 17376 :: 612378 ... RE.0S AO-W 40 4319 -:812268 41 7LOCKWGSK 42 43 .�. 9152 41BIS 68152 .-.. 44 4,= 64428: 45 :4317 612255 46 : :4318 : 612257 47 :... We ? 7SRA% 46 :668 7SRAX 49 :._4344. :-i..:6044..... 50 1734S :: 617349 51 14.2 : 01=- - 61%4 - 53 i} : 61816020 54 1725 7726 :.. ::.. _.1^,X4".X.111E:5ETiBLOCK;l1E .T: ~ NOTES } cri Desption 1) ALL ALUMINUM = 6063 T6 STILE SME (HEAVY D'J'IY). 2) !TENS 11:33 39, 6 Z 6fi 78 84-99 3CK ADAPTWt :: .: i21.& 122:ARE NOT USED AND ARE IULB:WSTP:- TH69(INSIDE INiERLOCK?.-.--�_ : NOT PART OF THIS: APPROVAL.: O WEATHERSTR?:PAD ' 3) USE �F. 120R #13 REOUIi2E$ ?LK SCREW.COVER MIN #168MS OR 3fWMASONRY 3AL. ANCHORS @ Z4 O C DUTY ASTRAGAL:: .MAX : iOTiQ17c RA14 ERSIRIP G 6*'+K)N ('JJ]ECl"::MOLDED) 1.^:X'3?4, H€GH FN;SEAL DUST PLUGS : : : : w d.ST.. STL, ROLLER ASSY .: A MON ROLLER.ASSY- d9. DOVJ 895 OR. GE7700 :.: _:...... - MORTICE:3-RLY:OIIA4 LOCK:W?I:QNG .RIM PLATE {:v FL.'SS:SCREW W/ TYPE -F: Tip j.L•. EL Zh''C U- NUT:: -: i W),' FVED PANEL:GLIP .:..... .: :. :AD. 0 WEATHERSTRIP NC;:il2 X 17 6":SGL SIDE ADH: TAPE pOLYETFi: m w: 48052..: . ROLLERAm.-TOLE PLUG : : . i 72087: i : JAMB BUMPER ... .. .' . i96 j f 71696:: : DUSTPLUG: 83 _ i :: 7SOKEEP{EEP:••:.'SGREENLOCKKEEPER;:: '344 : :617344 ! : FOtED PANEL CUP - 5' LqR§ --:. ..... - . '362 :6,7352 : FQEDPANEL:RETAINER.-9116 . . .. . .. ..... ........ 71739 ;. __.. HANDLE Kit':-: WIERIOR:PAISEO WM THUMB TURN 740....:..: 7t746. i:HANDLEKC.-RpiSED.Ef.TERIgRHAN1LE :: t31: 7.8162SN:::HA€DLE:Kff., RECESSED INiERIORWMiTHUMB -TURN ...... :. .. . . f32: :.78178:::HAWLE::KIT.- RECESSED. WERIORFULL : - -:: .. +nUCTT:I;tdEgYg(y - 710)34PPSDAX NtOX34.":PH. PN, TEK=S:S. _B#14€#.1"L'l#C: - '�tJY;agsilth fit, : i ' 235: i 87515.: :: WSTP.:2'70 X,770 FN SEAL :.. APid+arNn % i/ D} 712 i64066 187•.Xi3ff,' F6VSEAL .. .. . j 71AX11SPPX rr 0x 14i'>' Y -: as7Cssktii��. .. .720XiX ? : #1d-20.X f`$.5 ... - MX1i2X: '336 I :617336 : 90 DEGREE:CORNER RECEIVER - 337:.. :617337 : : W DEGREE;OUTSIDE:CORNER:ASTRAGAL- ... .. 338 I':.:E117336: : 40 DEGREE: INSME:CORNER ASTRAGAL :. - . '352 I: i i 617352 i FNEO PANEL RETAINER i718` .. .... - fi L1€� \ .i £vc is r 7. E r "? ZF .. ... ..: ?GYORIVE L:d27& .. ... acs-•>x ; :: i PARTSLIST: u A`7 TC �. r�as6 :. SERIES 770 ALUM; SGQ - LM IMPACT r1 -:: - .:: :. .A:LII/llt.1 h11:L£ tP.E, scario. NTS ;2022 v PGTOf30' C P:Ens67Qs: 0.080, 72 1505 I FM. U62 027TkACK:4AD:, �o 4TRACK Sit: cli _T6 6.198' :9 w w : 81 J-TRACK HEAD VV/ SCREEN TRACK T. �TRACK SILL 4 (6063-TBAL) . :: . (606346AQ fa 2TRACKJANlO (606 3-T8 AL 7105ii, p w :wla T (60636AL) 136 1.50V f.26o.: a FRAME HE ADD-OU:. (6063-T6.Al 1-04,9' A SCREEN: TOPRAIL: (6063uTRAL) 0.062*. SCREEN: BOTOM RAIL: :(6063=T6A.L): Tow. ADD -.ON � END ADD ON UI6,3-TRACK JAMB :(6063J6.AL) (6063-.T6 AL). (606346. ALI:: REPUIftS Ml.&.410. ... . 4-TkACK MS Oft:51W MASONRY :: : . .: . : .. . .. . . . : : ::0R311.6."MASONRY �6063-.WAL) i Rs.@?4'.MAX O.C.O.CO.C.ANCHORS _-RSANCHORS . 0:W MAXMAXw O.C. 070TrcWoLoqrDRlVr EXTR usto 8ER)ES: 770:ALUM. SGD - LM IMPACT ANGES THIS Sh&r. CSRT, VFAV zec 7F77777: ... .. . .. .. ... . Nr$ 22 PGTO . ............. ..... .............. ............... ..... . .. . ........ ........ ...