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HomeMy WebLinkAboutNOA FIXED WINDOWS1LUC� Comity MIA.MI.1?diDE 6low nEPARTIYWNT OFJR111 WARDAM Cab7C A) lYorth V'eniee,�X+S4275 This NQA # being issued tinder i tiiatVjials._ The daoumtttatiofi 'stib prdstiot Lgntibl Secti'ori to b5 tt$14 Raving Tuiisdiodou (AHI). This .NOA shall not ba valid art_' i Control Seud6ji (In MiaWj—Dade I the right to have•this product or ur� fail$ -to pexfaxm inthe-a'006pted In may immediately revoke, modify, "Rreservmihe.right-to revoke.�i Section -that this produot or -material This product is approved as descri Coale, ja6luditigfhe Mgb Velocity DESCRUTION: Swiss `TW 701 APPROVAL ))OCUIVOND Drati sheets 1 'through 11 of 11, dated 04/: and sealed by Anthony Lynn f0ler, with the Notice of Auceptan66 iO4 Section. MSSR X- )4WACT RATmd: L, LABKUWG: Each unit shad bgor model/series, and followhig statemw noted herein. RENLWAL of this NOA. shall be c+ no change in the applicable building c TFJKI.MM—AEON of this NOA will in the Walerws, itso, grid/or iiiailtii'ao of any 1produot, fob sales, ,advertising to Gornply wjtth giiy sdotipit ofthis N'C Ai;'i RnUm-h e NO.A, 1 fugoWed 'by tho expif i tion date A y displayed, 'theai ifthbll be dome ih its e lINS1PACTI :.A. Dopy of this euf distiibators aril shall be- availa%6 far This-NOA, revises N4A# 15-052,8.76 Well as approval documexitarrent�ianed The submittealoumentation was rev ECONOriIrCRE.SOURCEs (RER) IQMBIO& A4iAAM--DADS COUNTY PRODUCT CONTROL SECTION 1180 SW 26 Skteet,Roam 208 fi (736) $15-�590 F (986) CIS-2599 tinnv_in;amldnde�ay/economg applicable rules and regtilatiorls governing the rise' of oonshuotioit M h been .reviewed and accepted 0y Miam% Dftda County 12LR - Mituni Dade CoWity rind other ateAs whoib QIIijwad y thg Authority the expiration -date stated bolow. The Miami -Dade Cpiihty Prodiiot unty) iigd/or the AM' (10 areas athbr than WamlDado County) rQ 6rvo. feriol tested for quality asstp'aiice pxtrpuse§. If this product ox material ter; the rnantifaoturei gill initix rile e$poriSe of sitcli(tasting and the AfII suspend the use of such product or material v4thin their jtuisdiation. acceptance, ifiit is &iormined by Mianu Dade County Product Control silsto meet -the requirements 6fthe applicable buitaing code. :d herein, and has `been dosigned to comply witlt'the ]VloridaBuildhig micaae Zone, .... .. . Aluminum Fixed Window - L.M.I. gNo. MD-72o-92t1 L titled'Tixed Wiadow Itigtallatioit Guidelines'; 43, with revision 13 dated 05/05/16, pzepasmd by zuanufacttuer, siptetl ly, , bearing the Miami -Dade County Product Control Revision .strum and expiration date -by the Miami -Bade County Product Control ,e aucl Sutall Missile Inipaet Resi4aW ? -peimanent label with the manufactureA name or logo, oity, .state; ,"A iauu-Dade County Pxoduot Cotxtroi Approved", unless other Mse sidered 4er a renewal application has been filed and there has been le negativelyaffectiug the performance of -this product, cur after -the -expiration date or if there has been a revision or c-hauge :e bf the ptpatlot or prooese, Mime of dais NOA as aft. ehdOrsemorit Way other purposes shall outow Wally temiinhtte this KO:A. Failure• shall bo otiuso for-ter'"riination qnd removal of NOA. gbar precetiad- by fire vvprda sign Ddtio Niirxiy, loirida, and e digpltiyed 1z1 titiveitising 1%teitttute. I£ ariy poi#tcin of th6NOA is NOA -shall b.q provided to. the user by the mantlfactur ii ox its �ectiori at the job site attlr'a reclttest of'tlie $.gilding tQ#fiaisI. I.Qonsxsts v.th?pag©>l .and evicIencepages PX, L7-x and.L-3, as Wo ANoi.1606291,14 iebxu6ry 1%IL20,19: August 04,12016: 1/gg X File COPY P GT Industries, Inc- - A. DRAWIVOS 1. �1%IariufaotureF's (submitted idle 2. Drawing No. IV fivoggy 11 of manufacturer, s B. TESTS .1. Test ropom 04: ,qLQng with m0k( a PVC filed win SPACOr system, D 8dge 61 4paoor sy Inc., Test, Repo 2. Test reports on: I 2 3 along with, maik6d window, prepared FTL-7211, dated.( (Submitted U1141., 3. Test repot s on: 1) 2 3) 4) at on-g--Vvf th m,�a *-qd ,A*.dow, * �,roared OTL.;.39- 'if AV T Mi .. I sealed by Joseph it (M(bikifte;d r4nder: e drawings and sections. ,NOA No. 03-1105,01) i-720.4820.1, titled "Fixed Window Installation Giddolines", sheets I 1, dajda 04/12/13, with revision. B dated 05105116, pr-6Pared by Hied and sealed by Anthony Lyon Miller; P.E. Unifbrm:Statib Air. Pressure Test, Loading per BBC, TAS 202-04 'J,grg@,4ssRe Impact 'rest per FBC, TAS 201-94 Cyclic Wind Pressure loading p&r FBC, TAS 203-94 It -up- ftwiggs and z istaj�atiqn diagtatn of a. PVC slicTing glass door, PW and an almninum sliding glass door, using: ,Kodisp#ce 4SQ VS eaaaar spacm system, SUPer*S-04derON,XTrx spiidft system and 3�L tem at insulated glass, prepared b)r FenestvatibA Testing Labotatoty, :s No. YU-8717, FTL-.8968 and FT-L-8970, dated 11116115, 2716 xospectivcl3F, all signed and sealed by-ld- Ait'hifiltration. Test, per FBC; TAS,202-94 Uniform Static Air Prossure Test, Loading pat FBC, TAS �02-94 Watep Resistaqc6 TesAp, orF13C,TAS202-94 rd Large Missile Impaot Testper FB C, TAS 20 i -94 Cyclic Wind PresWre Loading per FBC, TAS 203-94 Forced Embry Tqt, per FBC 2 411.3.2, 1, and TAS 202-94 -up drawings and installation diagram of an. aluminupi fix6d by Fenestration Testing LabotratoM Inc., Test Report No. 6121,113, signed and sealed by Marlin D. Brinson, P.V. MOA X#. 13-0502.03) Air hilltration Test., per FBC, TAS 202-94 UWoim Stand Air Pressm& T6st Loading per FBC, TAS 202-794 - W . ktorResis41oo, Tea, per PBC, TA$ 202-94 Large NssileImp act Test per FBC,- TAS 201-9.4 cy-clid VW )?.tO8SUrC,LOE4hg PU400, TAS 26394 -up drawings and installation diagram of an aluminum'fixed �y Feiiestrdti-bu Testuni Laborat6iy-, hic, Test RoporfOk - - L-$-ft 4go 0,7/19/03 pmd 071�1/03 Tbspeotiv-613tj �4, . k gaed gid ,TOANO. 631105.01) -Product W6I frI ol�amingr NOJt;_610629?14 r-19'Vi9 AplijoVaIDAte; AtiguA64,2016 L?GT Judustries, Tme C. CALCULAMNS 1, Anchor verifica Edition P014), Anthohy'Lynn 1 (Suhnifitell Und 2: Glazing.omplit -1D. QUALITYASSVR ).n calculations and structural analysis; complying with rJBC-9"1 atM 050115, prepared by manufacturer; signed and sealed by ales, provious NOA Nb. 1-5-0528.26) mn,& . STM.E13 -09 . 00 off ogulatory and Economic Resources E. MATERIAL CERTM: 3-ATIONS 1. Notice of Accept. nce No. 14-0916.10 issued to Kurar4y Aiheiic!a, Inc. fox their ,Wul-airap 131otkatee iring on 12/11/16. . YVB Glass Inteflayer" dat6d 04/25/15, exp Z. No-aco ofAccelift nco No. 14-016.11 iqw.d. to Xi ara3Y Ametiqa 14cfot their 1%,uraray Sent r3 -Glas@ {Clear and mite) Glass futerlayers" dated 06/25115, 3. TRMCO Part No. TR-1427IR EPDM exterior glazing rg ,,asIcet complying with the following, AS�Iiq C04 pecificatibia for Dense Elastoiiietic Compt t;ssibn 8eal Gaskets, kj 8�-IfUngBRI-ob and Spacers with Option,11 exceptions, b) AgTKIJ412 tAndard. Test Methods for VulcanizeA Rubber add fihadnopla�We 96stonielis— ensibtL of 1600 PSI, q) A�-TMD495B Test Methods for Rubber Property —Compression Set for 22 11RS d) ATM b 624'rest Method for Tear S#oagth of Conventional V*anized Rubber and Thermoplastic Elastomers of 143 lb/ in. ]Prodii'c� j ftixph-Aflan bate::' a 'r ii- y 19,MO -AppravAlb�.fe: August 04r 2016 E-2 PGT Industries, Ine. F. STATE' AIENTS 1. 'Statemontletter 20? 2015, issued (Subinitted tin (h .21, Statement letter slined and seale (Sr bwigg,d undi 3. Laboratory com,, and sealed by-M (Submitted widi 4. Laboratory db& 07/18/.03 and h (Submitted tin 5. Pr OVO 84 f4o. I sipe4 'by ishaq I G. OTPERS 1. Notice of Accepi �,.d1/720/820" Al 0.2119/19. f conformance, complying vAth FBC-5' V00011 (2014), dated May y manufact4rer, sigfied aftd sealed by Anthony Lynn Miller, P.B. previNts.NOWN6. 15-0528,26) f no fAiMojal -interest, dated May 20, 2015, issued by -manufacturer, -d by, Anthony LIM i Millet,.PE -1 previous NOA No. 15-0528.2d) lance letter for Test Report No - FTL4212, dated 03/21/13, signed Ila D. Brinson, P.E. ppeviouff NOA No, 13-6502.03) iafice letter foj7 Test Reports, No. FTL-3935 and FTL-3850, dated 1/03 rip$'pectively, all sighed and 8.eale0y logeph C. Chan, P.E. NOA No. 03-1105. 01) 125- issued by the PrQdudt Control Section, dated March 99, 2016., panda, P.E. No. 15-0528.26,issued to PGT Industries for their Series "PW- um Fixed Window-- L.MJ. " approved on? 07/09/15 and 6xpiting 4 A. A -13 "Wam VIP—imaa ai ' w ek IR Pxo'dq4 qq#tr 94a ift6f. ]L�pirafiog'Dhte: Febtual-Y. A 20D .Approill-DAto, A-ugust-04,7016 GES4ERALNOTES:SERIE_5.720I820•2074:r.ORMABUILDINGCODE(FSQ)IsmEDITION DESIGNPRESSURERATIKG IMPACTRATING oASTM E13OD-09 IMPAC3_RESI$TANTFIXED WINpOW: oANSVAF&PA NDS-2012 FORW000 CONSTRUCTION -VARIES, PATED FOR LARGE&SMALL 1 THIspKODUCT}IAS BEEN DESIGNED&,'TF,STEDTO • WMINUMDESIGN MANUAL,ADM•2010 SEE SHEETS;2ti5 ; Iv11SSILETM7AOTRESISTANCE aA)slstQo D�lsz-2Dta. COMP.LYW(7H'THEcLuol r.TH �T�.;OP ELdcrTR1DA' pv1)p TO -TIP 1(7DiH• BU)ID1NG•CODFNCLiN)NGTHE'HIGHT)EsOCffY a7^gLTCKW(t1Tit ! 437BUMNOTH 481SUCKWIDTH '44-i14"VISBLE 2}SHIfi7ER5 AR NDT REQUIRED WHEN USED IN - _ _ UGHTWIDTH __ _._` . ;—.LIGHTNAD7H- UGHTWID7H WIND-SORNEDERRWREGIOM, FOR INSULATED GLASS- ___-1Ivs` Y L,,,� INSTi1.tATI0NS`FSBO.V,E371N')`}IE tIVFI+;'THE,OU'BOARD B„SH£ET-6 I. � x l D, SHEET7-' 6 M F,SHEET6 I TMAX. LITEXCAF7MUSTTEMPERED: 1 H.sHEEre I 3?FOR.MASONRYAPPUCAT)ONS IN MIW-DADECOUNTY: _ USEOWLYMIMA-DADECOLNTYAPPROVED MASONRY AtJ,CHARS..MATEEUALSUSED.F.ORANCHOR EVALUAi.IONS VVERESOLRHEIi1V PINE, PSTNlC9DCONCRETE MASONRY. A I A 95• •- •G. 1 �C E. SHEETS I F,.sHEETB UN SLICK SHEET SHE 6 BUCK sH ET SHEEr7 96• G,SHEE7B G. HEETB )� I HEIGHT I BUCK L 4)A1:LWOOD.Bl1CKSCEBS'li-IAD(!-'R2"'IHfCK�+RE�O BErf ----- HEIGHT T CON9IDERED iX:INsTALtATONB, iFW.00D BUCKSARE,. ....II ----i.9Z•2/.aMI---��---I 14"E- MXSIBLa 93.14VSBL WOOD BUCKS DEPICTDyA5S-OFRONLIFUNCT)sJNSTLLED DIRcMYTO$UBS1RA}TE12°MXV LIGIte I .i 6'Xi .LIGHT DESIGrvcu,lurrcwrrx�a•,r.n,.�rdcww ++., •STRUMURM-YVbOg BUC(C;DESIGNAND:INSrAL[A. 913• 96• I HEIGHT as",THERESpON51HILC .OF?HFEN.GIN4ERr.(EQR}'•(IP70 'SUCK ARCHITECT OFRECORD,(AOR). II TIP I HEIGHT I HEIGHT S f BEYOND WNI.GRESs1NC'ORSTLI.000_USE ANCHORS OF. yUFp(cIe;r9yBEnMEFfC.NARRowJ01Nr:SdLLANTI3U5 .ON AL'FOl1RCORNEFI3OFTHEfRA1(E fl1SiALU1T)ON ANCHORS SNOULO`tiESEltt80. UYEitAtL I , SEAT'IN GIFLASHINGS'iRA'[EGYF,ORYi'ATEFtRE5151'ANCEOF L_._'g.�{ I••— •I2"MAXO.C. { �D'--"j F'— 12'MAX.O.C. F,SHEET.e INSTALL?.TIONSHALL-BEDONE•[3YOTH93SAND' BEYOND MAX SHEET6 v� t SHEETT7 2•MAX: H,SHEEY� THE SCOPETH OFESEINSTRUCR0ft' v f�--- 5� �'O' :8)MAXi1/aSHIMS ARE REDUtREo;ATEACHM&40R. T'P:FLANIGEDFRAME TYP_FQUAL-LEG FRAME TYP.FIN'FM-MF-ELEVATION LdepT10N WHERE�7)iEPRODUCrISXOTFLUSH T07HE i ELEVATION (TESTED U• NIT) ELEVATION (TESTED UNIT). (TESTED UN)TT .sUnTR)ATF,US€SHIMS. A)PABLEOFTRANS FERRING ` APP,LIEO LOAOt: WOOIJ SUCKS; p1(OJHERS,.MUST'AE SUFFICIEW&NJGHORED 70'RES15.rCCAOS.IMPOTaID ON FIGURE I: iHEMSY'69EWINODW 12"OC, sHAPESASSHOWNBELOWORSIMILAR;MA'YBEU4ED•BYWSCRIBINGTHESHAPEINA13LOPK 7) DE$GIQ PRESSURES: A. NEGATIYE•DESIGN SDADS .10AsED ON s'TRUOTURAUCYCLE TESTPRESsUREp•PRAIfiAfIALYSI3A. D'G1ASS,PERABTM E7306: B, pOSITIVEDESIGN LOADS;BASED ON'A'A7FRTL-ST PRESSURE;.STRUCTU)iAU.C1CC- _TF.jq-P,REBSURE;FRAME ANALYSISAND.GL•PSSfERASTM 21300. 81-11MANCHORAGE METHODS SHOWN HAVc BEEN DEMGNEDTORESIST L-MN6--SCORRESPONC1Nt3' - TD,THE;[iEq:UlRED DB8I*PRE$SURETHE'33-1I3%-STRESS NO THIS MAX. AND.OBTAtNa1G DESIGN PRE55URE5F.bR.TkiATBt`OOICSREFiiCMINE;FABLE50N 5k1EETS25, ANCHOR8PACING-TO BE S MAX FROM CORNERSAND 12. O:C,MAX. FOR•ALLCURVEO FRAME MEMBERS, SZeFIGURE 1, THISSHEEr. 72.O.C. MI�C / 1 WIDTH---'i I— WIDTH --I I--•-WIDTH--I• f--_WIDTH --I. r--�-^ ----) ^,-I �I' I 0-// p, IMAX ---. . INCREASE:HAS.j�jOTBEEN•USEO IN-r=DESIG F �—WIDTH ^I F^ W1D7:i•-1 (•- WIDTH -'-I .I-'-. 0'� --•-I PRODUCT: THE 1.6 LCAh DURATION•FACTORWAS USED FOR TABLE„I: - r 1 r• •1 THE t V%U:UAT.IAN.OF ANOH,oRSINTO WOGO.ANCHORs•7}0CL COMEINTO COWACT�7IITH;OTHEAA)SSDdILP,- Ma,SERIAtS aHAU.MEErwFRECOREmE FiEBSTEANO A 3) REFERENCESi.TESTREpOR73 E71.9835.3H50 872i2; ELCO.ULTRAC09i•)0A1 EL'CO.CRETEFLEX NOAIANSVAFBPA . NDS FOR.WDODX:,ONSTRUCTION ANaALUM0Vt1�'1'DESIGN MAIAWAL. 16) IHE7203ERIES. ZESAPPB'INZERRIAYER.7HE820 , SUS-SAN SG 1t!TelzLAYEMTHE,726'AND�O sERIES- �I. I Tui JL 1 WIDTH--- I.- "m »i F•--mm —� c ,y A SERIE MAY-AL503EREFE6RED'As'(}tE,7Dt SERIFS. •ISG*,-IAA kI y-ssmYm As IMERLLYEal6YkuwAYAMERIC ZINC. � pV -IKURARAYBUTACrtEpP VrMRLAYER'•'SYKURARAYAMERICA.P)C_ i TY!>o Dwe4p6e,i -Sheet 7 71i6'Lmm rinv.A0-.090•.PYB-01fe'H6) 2 2 .7/iC ttvN• 6•HS•.O9CPVB-N7G"HS� 3 t-0l16-LemL IG(311ti T+7/1h: AV-3M6'An-.098'PVB-3f18'H9 3 4 tv16'tamL 1G(3116'T-TI6-AV-3116'HS-990=PVB-3H6'HS) 3 5. 7118'lart6• l.T6: A0-,090-SG-3116-�M 4 E• TL7E Laml L!!]6'HS-.09D'SG�3llfi' 4• •7 t-1Ntt'WmL•IG3M6•T-•71tjVA1r-311GAn-_090^SG-3/16"An 6 S 71116• LIG 131t6"T-T116•RU-1EiLS.:090's-3lifi'H3 5 w co y m co 0 o ''m C3 r LU dtl V U X. fo p' W 2 O Z .'na. h a -D 'vx tea' w 90 �, O> °p CD O. z o ... ¢ Lail O .•- Lu W z � q O Z fl z 14=$ 2 O a 4 U NN co O G1 r dd X w [L CD v0u �a Mtn el, NO _'• `: h of •n•,I,t;i` A. LYNN MILLER, RE, Rmli m705 WindowDe`• igDPmssul'e.(+A,ps1)TorGlassTypes .L•ma side flnJ. G7•-i18 72 76 BO .1 92 96• 700. 104 109412 30 +1A6 '+J•.80 TIM _ � �+FBD- -_+1$D�_. - +1$D -' +1.W. �- W-sa. ` -+1•BD -� rt-00 .140'� ...32 - H•89- --+JAO-- "_+LAD- +lAO ih80 qAO' +!•8D +lAD 41-M - +1-00 - *1A0--- 34.' +1-80. +1.BQ +IAO rA0 *an *Ma- HAO +1.80. +AO +179•e: +1.79;4 38 .+rzo +7.8D. +lAO. -m .+!•8a +h8D W.79:7 W77.2 *P&.1 73A -7Z2 38 +1-BO .+lAD +140. r1A0 +1.80 +17B,1 4778.2 +1.728 4470.3 +1A89 +1.W:3 40 HAO +lAO HAO' •+773:8 L7L2. +1.71 +/71.3 +lA7:9 +1b5.1 •t63.4 +f•616 42 +1A0. 41A0 +'F80 • +177.4 +1•TA.3• 4 713. --AMI, W.W.' ._+1.81.6� •H59.8 +133.2--' 44 +1A0.-. +1.80- -: --+17@9 'H75:4 +02.1 +1.689- +1d5.6 +lA22 +M +fS15 48 .+7.00 r1AD: +t77:2: =+f•T3r6. +1-T0:1 +66R8 +f•8;:8 +!•&D3 N57? c ' 48' +1.80 4679.a +1.75.6• •H71.9 • +1.68.3. .. &P9. +1-61.5 +1-582 50 +"a• +J•T1.5• +7747 +17D3 +fA&7• W.M1. +1.89.7 $ 52 +/•72S +1.75.8• +1724 H48,8 +1185.1 +1.855 .'� 54 +lT7.4• *!735 +170.5 ---W.3 r1fi3.5. 58. .+f•758- +472 +kb.s +1•E'S,3 - 58 W714 +170.a.. an +1727 f1.m7 +J45' 62 . +141.2 +f67:1* _ 84 BD +fA63 Brace H 87 7118`LAMINATEO GLASS STACK I l so, PVBINTERLAYER: !te IiENTSTRENOTtIENE0 GLASS - USEDATCURVL71 ' FRAME MEMBERS ONLY 2gg� ( di-7/8' O.C. MAX � GLASS 8RE 9 ORT -I- 1.3 9 EXTEwOR I -y 3108 c; 20 .18 GLASS TYPE i �•+--• IANGSIDE --►•� 'y)BUCK'DIMENSIONSSHG)IA'N�FORFLANGED WINDQWS,SUBTRACTI"FROM7HETIpT4T7PDCMENSIONTODETERMINErr1ERUOKDIMENSION. 2) FOR s2m NOTsHOWN. RCLNDfUF 70lHE9&r,AVAILABLEsHoRTOR LONG DIMENSION. FOK ARCHITEOTVRALWI IDGWS7;FIND:rt41 SMALL'E5r VmDow:stm IN 7HETA9LE ABOVEWHIOH THE ovERAL- DIMENSIms CAMPLEfELY FITWITHIN. O d wco 1Nindaw,-Aesilpf P.tlrssDre (-N-,Psf)forGlass type 3 Lag 6l-716 .72. 7S 80' +99 1 83 1 92 '96 103 104 •10942 '37 +fA0. +/.80 +1•DD +180. +f4o'. I f•80 71:8D -140 .1a •14M +17a 32 +IAO -.qgo: - +1.80 +IAO' •480 1w +1.86 +1A0 +f•BD H•B0 +1 2-k P.80 .i +80 +1.80 +A8f1 ,4/BD' 1 +1A0 +1-82 +(AO 4440 11.60 +1.80 3e'. »140 -ilea +140 +1.80 •H$D. »Mia +FBD +Jao +1.W +1.80. 41.80 38• •+mo +1•BD+• 41.88 -60: 4140, ►1330 +1.8o +140 +779A +W6.4 *1.74.3 qQ, +1AD +l-8D'• *lba W.80. +1�. +Ia3D +FBO +Q6.7 +173.5 41.70.9 +1•bD . z w1AD .IIAV +• o +A0• +MAD +1.80. +1-7i +f-7a.1 HA9.8• +1.884 +/.W,2 44 tl 41Aa w7.80 +1.80 +1.80 A Zo. +I.77.8 *1-7&1 1.703 +/87.5 +A839 40 +100, +1:80 31.80 x1.80 +P7A2 -175.4 :+177.7 I +!-8&I Hai. " - -48 - - .+l.BQ- */-80' +lAO *!•80• +1.77:2 -.. +1--73.3 W..69 5 41£S9• -- - - - �' 3D +(.BQ._...-�ty80= =?/•BO-+! 4•• *1.75.3• +171.3 S(•87.5 - --" - - -- - .62 _ W.Hu. 44A9.5 "54 41�80 5&. ..+Taal _ _+f4I.0' . 47775. - + ,8•. 58 7so- +t-79R -7sA .00 H•80 +177:8 -473.5 82 +1-0O• H75.8 as +1: ae dada• b7 718 - +A74.9 - N V iId0 Q N TABLE DIMENSIONSUYEE ccrj W N CRIENTEDt%E}iTICALIYOR O cO71 -r o. ? D a HORIZONTA71.WASSHOWN. I S ^ w m U,U X c n y Om U1 U Ur. aMD UO rn O r �Z O Z Lu LL 1W1GNOM. GLASS'STACK I���7��,�{� 7115' LAWNATED { l 2iLA55•SFACIC ¢ 4 � 3I16°HEAT _ I SHORT y w r.>:c 3116-T'EfiPERED GLASS 5TRENGI'HEl4E0 GCABS ^"7 SIDE 0 m Z m 3116 ANNEALED GLASS N = Co. 7J16^AIRSPACE- g9o•.P1%8 O ca Z yy• INTERLAYER a z � D. S O Z Nc -'1 ��SEDY{iCl1RVID. SIDE w NG � nc ` FRAME MEMBRS ONLY '29 slap , cl p1 r"� (R 11713. O.D. MAXGLASSaLTE 9.3 1t11. oDs z.oQ :wn a 2.1- SHORT SIDE" GLASS •TYPE 3 . -ND7ES> 1).BUCKDIMENSIONS-64OWN.FOR, LANGED-WINDOWS,SUB?RACTI^fROMTHE-T1PTO-MPOfMEN510NTODETERMWSTHEEUCKDtMENSION. :2)'FORSQESNOT.sk6w (ROUND.Ui+TO.7}JENF.)t`I ojLA9LEmbRTbR.:Lq0DIMENSION. .B) FOR ARCWrECTURALWNDOWS. F NO THB'SMALLMT.V40OW S6z'IN tkE TAHLE.M0VE WHICFI THEOVERALL DIMENSIONS COMPLETII.Y PITV1[mn C A LYNN CALLER, P_- P.E.1F58TD3 Window D04-gn PMESIffe (+/-, P4&r j_esl&4 Lora In) 72 7ro 76 1 50 .84 831 RZ .98 1 100- 104 .1 109-1Z 112 110 120 1 174. m Im 135 140 144 .30 hm -W40 .1-M 1 -4-80 -J-8D: 4143� 41-80• +I-sa- I +1.80 +Ieo 1 +1-80' +f.$D tl.8D j wl-8D +PW --;iw- -�I-SD 4j-w 1 4716 W-m +I;w 32 -V— 410 �/ V-BO I .+tam 4/-ED •--+I-M- t.80: 4:1-80-1 ---f-fio - - . vl� --Zt- -i-w .1-m I +l-W :34. iza w4a -0-80. "t-133. -1-89 -1-80 1 +/-60 -140 --l-80 -1-m +TE—O -q-w tl-w 35 -41430 +1"'o 41-80 -1-80 41-80. -.1-83, --wta *1-80 Ito -mo -f-Bu -1430- +1-80 -Aswo 11-80 — 34 -1-00 4 pso .1.110 /.so -77-.w— +140 +J-acr. 41-11D *1.00 .140 -J-80 +I -SD .1430 4-80 -To . ... .. =-160 -1-m ---7--aa ma +J-80. +RQ 4MO W-80 41-80 --;Too- W-80 4-2 —44410- +I-ED- +/40 TIW- 41.80 44 4MD W-Ea +j-W +l-m t L-89• -+1-80 4,140 Q-80 +/-So -140, 41-60 �fzc +1-00 I 48 1 '-1-00 t1430- -1-80 -f43D ZT-89 .50. 1 .140. 52. 1 -+J-80 +t.80: fzo, --4.80- 54 1 +14U *Aw. +140- 4f-80 +1-78.0 561. -1140 -53 0' -60- =ns - - . 62 +Zzo 4. Z.-F -law. to 87-718 SUCK=ENMON. NSCOWLETWWWUHIM 1.1h6p NOAL TABLE -DIMENSIONS MAYBE 711VLAMINATO, GLASSSTACK 7116"LAMIN6TED OPJmfTw-VERTVltLyOR GLASS STACK 90TVZGNT41-LYAS7+ SHOWN, LONG .03(rPVDI ' NTURLAYER qMVTEWM WW KFATMENG-fHENED GLASS EGLASS —3116-l'IMTSMENUMENED GIJ= SIDE MIS'HEAT LORGSIDE S: UIVHEATSTRENGTHEN= GLASS11 i6SHORET SID SaglSEWrCURVED SHORT S. S 6lVIENISERSP�LY SIDE (1Ass-Erra .(9-11'.7& O.C. MAX GLASSBrTF LONG SIDE a LONG GLAS'S7YP E-2 C3LASSTYPE 4 SIDE G -SIDE tu a 3. B5 -7FS- It "il—ca 0 0 0 m. 0. LL TZ UTY 17 02 X A o LLI 0 z m .0 ZAP 60 Z; z IN c 0 C/3 z =CO t2 0 -W z Da co PC c x LLI o-c E� Q I REX 5570S TABLES:- - -- -- - -- VlWindow. Design po#ure (+P psgjbrGpass Type 5 L000 Side On) I * __. 7/tGLASS ASS1STTm .,b7T18 -- 2 -. __, .____80.__ ... 84 .. 60 _. 92 96 100 104 •1D9-1/2_ . 30 +9Pf?115.+ .+90l1126 ti9P "W.5 •+9N 7173: '+90Ft085 +901-0OB- +:Of-iP6:fi.-�907-103.5 r96'-1026 +9P1.10P.T +9NS7.9 _ ,P9p'�SG IN7FRLAYER - 21 :..tnr_�uo• .nnr_a+rta .w _it15.3: +90fY0t6 56d •+901,95:7: + 923 r90t•90.6 +9N•90.3 +1Za9. +189 16'ANNEALED:G -^ 3116"ANNEALE¢Gl71SS PRODUCrR5VJSED ztom;Lyka%.i h.ffierla;da IInaa�•$c41z< USED Ar CURVED FRAME MEMBERS.ONLY zg yg• @11718.O.C:MAX. , GLAS'SBffE LONG'9IDE 1-3 .A7mm7 ade [k F7CfER10R ,� SHORT �It I �] 20 13 SIDE MASS TYPE & � u •�- L'ONGSIpE -�{ k DIMENSIONTO 13EYERMWETHE BUCK DIMENSION, .SHW zf% LU fl' --, co iuet .VArtdow Design Pressure (+), psf)ior.GTnss Type 7 La,9 Wa OW 61416 1 72 76 80 84• .68 e2 98 too- 10 109.2 3D .+90.13D s901]30 +90-13D.. +96PI& +90f•T12.6 +901.11111 +901-N&1 +W-117 +86'•11a8 +9N1127 +9041MA 32 •+".13D +90r-1=1• !^116• +90'T14.8, +SOf•11t5. +90l-105.1 .+90l--1047 +90f-102.4 +9D1-102' +9W701A +90'•99.7 34. +901-173.A' +9Ny144• +901A17.7 +90'-107: +90.-iR1:8 +9 ? SE.3 +901A.T +W-90.5. a/.90 A63.8 6 + -HB .+90- ma +90l:104.5 +90/.100.5 -/901.9fi6' r901-93A - +/$1:3 +15A:9' .38 +9014112 *90-1042 -+BOf-.9Tq .490154 ,+901.9L1 +F382•-:+79t9- -,+f•79.4•-- •f 76{,- -+1.74,3- 40 +901106:9 +90"59.8, +90l53.4 .490f WA +/A72 +1.84• +17V N735• N• 0.9. 42 +901•t03:2 +90'55,7 +901 9 2 . +157.4 +1.64 N•80.6 +1731 +A89.6 +1.869 Hi3.2' 4b• +90�•54.7' 90f63:1-+199:•f-" "*l4S:2' :+!•81A.. d7•kB•- E+l +170 .48 +901:955 +90f.91. .+1,872 ' '.+/53Z' -11.792. ' y7S4' +158.1 +l•05.t 46 +90A93S MS$6 +/ .+/$L2 . 2 •1-73.3 +/fie50 +9 .91:4. t157.6 +14317 +1.73.4 41.75.3-. +F70.3 52 +1.89.4 W.B54 +J5W.6 +177_7• '+1.73,5 +A699 �? 64 4875 +/+n lr +1.79.6 +1-75 +1-719 58 +1-7/S .+f.T3.6 58 +1.528i ef•7&b +7 75.4 62 d.80A +1.7E:6. . G4 3IT08 +1- 4• 66 M-Tf2 ,67.718. +h7h9 SIDE Z� 1YFITWfiHN. i '�, 1p v O ..i-, �.'N -rrou Q m I TABL'EDIMENSIONS.MAYBE D ccn � u N ORIEN,TEp•VERTICALLYCIR` O-�. Q11 a Z 49 HORI7ONTAILYASSHOWN:r�LL Y °NOS ' �w Qm0 v rop q w Q C7 oMo 7? > O m O Q3 Z. O- Z .. W 1L 7-1Jt6'NOM,y O GLASS STACK 7116'•l'J(MINATEn Q �•' 1 GLA55 STACK NORTn I F - -777V TEMPERED GUESS 'a 3116' ANNEALED GLASS' "I SS DE�� 7l16AR SPADE p0 .080^SG NERYER• _ZU7 W zways .. a.. C O Q n � USEDArCURVED 1 SIDE �}3 FRPMEMEMSERSONLY. 29 'S�^ X tUi.1 O.0 '@11-71e•o.c.MAK. GLAS59f(E i LL U 13 ` m 1 o a0 sn r+ EXTERIOR .� 7 21 i3• SHORT •� 'SIDE GLASS TYPE 7 WmdowDesign Pmssum {+7-; pdQ torGtass 7j pes 6 L 8 Lmg Side IH •67--718 7Y 76- ED 84 1 88 1 92 -so 1 100 104 1096112 112 116 120 124 L !23• 132 1 135 140 144 30 •+9W130 +9W-l30 +9W13D. • +sat-wo •190.=. I +90f-9°m• +90f 1:A +90F130 •+90/•130 *90f.'120 +90h130 4901-130 f90F130• t901,130 .+901-130 wSDF13D t9W-130 +6or:130' +SOI.1SO +901-130 32 t907. 30: +901130 +901-im 4SW-130• +SW- 30 +9W.4W- +SW-IW . •4401-130 ASOF130 +90FSM +301.130 601-13D t901130 +SO1.130 +901.130 *90ht30 +901.130 e901.130 t90!•130 34 s9W13D +90130 •+90h-130 +9W-130 4901.130, +904130. +901-130 +901.130 +9W 7:A 9W! +91-130 i901-130 +001-030 +9W130 +901130 +90f-S30 +901730 36 '+90!•13D• +90f-130 +3W�l30 +SW-1m t90l-130' f9W-100• +901-130: +90h1�0 +9W330 t4N4�0 • 4401.190 t4Wvi90 f9W-530 +901.130 +90h190 +901.130 38 +90M30 •+951.0 +95RIM f9W.730 +SW-130 f9W13D +901-130. +90ht30 +9WA30 +9W.130 +9W-130 +9W-190 .901-'1]9,2 +9W-127.3 40, +9Q/%130 •+9W- W�130 +9Wi1:A u9Wt30 +90f-130 +9W-130•. »9Qf-130 +9W-t90 +9a•726.8 +9W-'121.2 +9W-]ZL 4Z +9W130' t90h130 +901.130 +901-130 +9W-130. ' +90rt30 70-138'. +90'•129:3 •+9W-1232' *99-119.7 *901.118.4 44 +901.130 • +90I.M. +9W130 +BW 13D ' +9W 130. +9W 130 +9W-130., +9W-17A:5 46 .+901.1 +9or--130•' •+90H130 +9W.130. +9 -130 +9W-130 :.91YA25.9 +9W72RB +9W-115S 40 .+901130. +90113D•. +90f--130 4901130 +WT,130 -129.7 'h9n'-12i +DOI116.5 0 +901.130' +9W130 +9---;9W.130 +90J-1� aSW 1�.2'+89AI1TJ. 62 •+9W.1m +90730. +90f-19Q +90frLN +86W-129 64 SWIM +90F130; -D11w +9 -13D. '+9W-t30 +BB:BGT1l SB +9W-tom;.. +90h130 +90f-73Q. eBA4112S, -- �B -t901330 f9 1 r9W-13D . 80 +SW-1SD +90-130 7WRf 129.3 fit +901.130 +99-130 _ 84 ;90f--13D +9W130 - 66 +Somm 67a�a •+9or•1aD ' DIMENSIONTO DETERMINETHE BUCK DIMENSION. wHICH THE OVm7ALLDIfdiENSIONS COMPLHmy PR WITHIN, 1.1115' NOW. -- ---------- 1115!_LAM, .1A'TE7 -- �- - � - _ GLASS STACK A9,0`8GJN ERLAYER 3H6'TEMPERED GLASS - 3116-}jEAi ...._._.._. _...__. _.._.. _.. 3155"HEAT'S'TRElIG7tiENED GLASS, . S'IF�EVGTHEN6UGLlSS• ... -. .7/18'-AIRSPACE s• USED AT r,URVED PR.AM9.4EMBERSONLY , 29 USEb AT. CURVED Sl6" PRArAEMEMSERSCNLY:� �'11.716';O:C. MNG; '6EAS5 BTE I .LQ'11-916'.C.C: MAX• . ' T3 . • 1-S . R(OR I I[7J EXTERIOR' �t GLASS:TYPE 6 TABLE DIMENSIONS MAYBE p OHIL$•1TEDVERTICALLY OR -"�--�7 LAMINATED HORMONTALL•YAZtHOWN. STACK . {y...•-=�'S¢'� LONG j '1-GtAssTncK SIDE. �3(15- MT STRENGTHENED GLASS LOwsme IS6' HEAT SlRENG7H[wrn GLASS � Y .O.S6�SG ItJTERLAYEii SHORT ' 510ESHOR sibl! ;51DE 61E- GLASS BITE TT �••+- LONG.SIDE --►� q 21 Y3 SSIDE LONG GLASS TYPE 8 .slnE SHORT F - .510E LU ca ^, m n n •t na0 N (D'cq O� m asm 0 Z b n u- T L , 'm = --113 O V U LU X o US o F fA (� q n� 3 CJ ,w MID r Op a z �z'riz °r o � •' 5 DO Lm O cc 1 j 0.45 N ab zL 2 O: G co Z zIt �lw5 a z ❑ z U_' na ° is tL LU p �A7 a>0 =cya; 0. LYNN MIIl.ER, P.E P.E7SSB705 EGG>y DISTANCE miwDOD•DuoKs(RIP {�. OR•FPAMINGrSEE I ; , NOTE2•THIS&TEET INSTALLATION TYPE'C INSTALLATION µ TYPES -M INSTALLATION EMBEDMENT ix WOOD TRIF; - •' • TYPE A d ti4• MAX SHIM SE N6'fE2;•BUCK �• • ' -, EMBEDMENT T t TYP.ANCHORTYPE;EMBEDM4WAND EDGE OW-ANCSPERSUaWI?ATE,: EDGE DISTANCE �— EDGE 6 SEE TABLE B, THIS'SHEET _ 61sTANDE { I �tlb•MAX • a Etik t 4( TMANCHOR.'rYFIR. • EMBEOMENTiJNDEDGE "' �. DISTAN=FERSUESMATE, ' 11 SEET:4BLE8 TNISSHEET _ . 11SEDAT`•CliFiD 'FRAME MEMBERS OWY •• ••• _ .,, 11 EXTERIOR . • `'(dl"tL718'C.C-MA7G�_�ONORF,TEIEM PER•ANGHOR 4' 1y VISIBFFL16FiiW07fH�__ S •; REOUIREMEnIY WBNOOWBUCK WIOTH - 23M" WINDOW BUCK WIDTH . DONCREiE/CMU 'WINDOW .EXTE tdR• TIRTO-TTP WINDOW WIDTH PE 11,001 f: BUCK REQUIREMENT HEIGHT �J-' 114 MAX.SHIM t+--• HORIZONTAL SECMN A A 37P=T0>TIP J ' WINDOW. =S EEL HFIGltT VISIBLE SELF•QHILLI, LE S SE[;1'ABLE 8, TABLE B: HE16HT=' TFIS SHSET� WINDOW Duck- 2.214=. - - INSTALLATION _ METHOD D WSTAUXTION;'AN CH.[OR • -—REPONGDtTCET1R'IOR . NAMR)ADEAPPROVER MI WOM 2t.. :(SEESEPERATENOAI ALIJMPNGL 6 S UFRAMING ORSTPELSTUO_ SEE suBSTRA'TE pR'DPtTtT1E$, TASLEATHIS SHEET 8 114" MAX -SHIM Ambler -Smbrir= M'Ed8n Dktaneo- �1kt6mbedment M-O:C. S0a0$t0 _ _ :;i1-W.:4410SS Be" ' P.T. SmObem PIM SG=8,56) 8116 1+'Ig' IT Alnndn1411 •B'0t73.T3 m¢t. 3@• RO3S-- .72• SOME or. 33 ml2 ZF- 0.045• B Gn - 1T tlr2at �76 Str21 Seteti (G5]• i P.T.'S411trAMPJnOtSG=0.57} Br18- 1.3l3' IT AMMInUM Fi083•T6 Mn A35 Steel :3IB• .3rw 0.0GP • .0:063r• 2` 12• St4efSWdfGn 35mlm 319, 0.049 T18 Get •' IT 114. 410 SS CRIeFIeX 11,11 CMU..(ASTM (-OO) 2-11T 1-114•' IT Coamto (mUL 3.34 k4R 11 1.3r4' IT tr"r SIC01 ultmemn Cen4Rta.(mtn.2B5 kcll 1" 13re• 12' lAnCWVD tmld"Z95 ksU' 2-VT I-w 1T- neronl CM4. M rye t 2-1 t-t r4r 6rollta CMIk• TM•t.50 = Z-1/2• 1.3I0 ST SAW Stxl UBmmeo 0 fmN.•3.5Imp• 11(4• 4,V4• 1T GrotncC CM ' ASTM G30) I 21r2• tart• 12• V Tq 1XVNOOD:BUCtfSTRIP, ' I 'SEENOYE2.THis1sHEET "MIN. OF 3 THREADS BEYONDTHE METALSUBSTRATE. .EMBF�MIEIVT ,- i" • ANCHOR INSTALLATION NOTES' `• • itE4UIREMFM' _ 1. USEONLYANCHORS UST ED ON THIS SHP_ET FOLLOW E6MEDMENT AND EDGE DISTANCELIM7T,S " • " 2.WOODSUCKSpEPIrMONTHISSHEETAS•1X•,�4ESUCk§'WHOSETOTALTHICKIJESSISL13S7HANI�I .IXSHOODSUCKSAEE, I'' INSTALLATION �+- `�'� TYP•ANONORt•IYPE,EMBEDMENT OQTIONAS IFUN6CANE£INSTALLEppIR£CTLY70.S6uDCONCREiE W00DBUC}fSDEFICILJAS:•�CARE91f2 TRICf('ORGREATrA DISTANCE AND EDGE,OISTANCE PER, TYPE 2' Sl3BSTRATE;•S�•f%(pL&t3.THISSi1EET fNSTAL4ATIDN TOTHE SUSSTfiATE OF WORD.BUCK6 TO BEENGINEERED BY OTHERS.ORAS APPR0IIaM.BYAUTHORrTVHAANG .IURISOII; ION. VERTICAL SECTION B-B 3. FORATTACFiMENTT'0 r4Ef'AL•THESTRUCTURALA4PUBERSNALL BEOFASIZE.TbY$OVIDt:FULLr4PPORTTOTHEWWDOWPRAhJE 4. IFAPPLICABLE, LOWER DESIGN PRES$uRE FRONT ETIHERWINOOW OR'MULLION NOAApPI.JESTO WHOLE SYSTEM. u m m K fl a i ti Na u1m0 O = N o pv �3m m Q'U. N O co. 11T -j � m1oJ0 w ,Q x UUl r LU UX— o Y � C+na cm.0 (D Qz az ., g o Z O n ¢ z LL z z �Iw: o ttl z �o u X RO LL � >✓17 'ate "•J40 .••��l.b. A. LYNN Mum. P.E. P.EB SB703 r 2XwooD suastmP INSTALLATION INSTALLATION' EDGE DISTANCE ORFRAMING.SM NOTi:2,THSSHEET TYPE G TYPE F .EMBEDMENT' 1XWOODBUCKSTRIP. EMBEDMENT SEE NOTE2, TILISSH.EET •, 1NSTATlATTON �; (� SHIM I 6HIM TYP.ANCHORTYPF,,EMBEDMENTAND TYPEE - EMITEDMENi EDGE D15TANbEPERSUBSTRAT'c: SEETABLE$�THISSHEET ��. EDGE DISTANCE 'dCl'*.G'VJSEb e EDGE W C �toamt�mHwlR heP7erds , DISTANCE a ' 8v,ida,SCd_ AccoPtcva:Nu�G�OCe C.). f[F, �S°°m Dme f�• 1f4'MAX 2 .2• SHIM - - l �• 4 TYP:ANCHbSi•TYPE : � .11' 177Lec�todlrx rttvl EMBEOMENTAN6 EDGE, _ ' I � 11• DISTANCEPERSUBSTRATE, 71• BEETt�LEB,THISShfEET ECrEPJOR •�: r -- --1r-- ' - ,USVLDATCLRVE13 •28•:FRAtdE•MEMBERS.ONLY ,. - •.•,••. 4 (� •• 9i V ',: n `P-.11 T10° O.C, MAX: CON vLoWls LIGHSI=H- = ,•,I E' n PE WWDDW�U6K WIDTH-2.91 '—,• & z REQUIRMA� WINDOWSUCKWKITH - CONCRETEICMU ns a0 Lu WINDOW BUCK HORIZONTAL SECTION C-C PERANCHOR 1manBLEMEyr j •emu `v HEIGIit 44'MAX-SHM �+--• ❑ O "" >- r F 3150O' c4it Ar12SEL- VISIBLE. SELFDRILUNG.STEMS (GS), sE£TABLE B;: TABLE 9: 01 rn, o Z AF r' Z 2 U- rD _ Q, 'a D '.WINDOW BUtl% ,EE%HT- ... 1NSTALLi MON TYPSH EXTERIOR � 'MIANI.OAD.EApPROVED MUWON (SEESFPERATENOA),ALUMWLJK STEELFRAMING ORSTEELSTUD. SEE SUB5TVA7EPROPERTIEs, ' TABLea.j lIS•SHEEr • B �rTMAxsHrM• ,•Anelvr I Suhctnto Mln. EtlOc D1=11 a Mln.Emhatlment Malt O,G .BDHeInO- #txor'1�41osssemw -' P.T,'SaumamP a15G=0.55) 91G 1.318•• 12- AIUMIn7 Ww63•TSmIm .318- aws, ar Mws oM 310• 0.oa3••• 72 S7ca1Sletl•Gv=mrn. 315- ou45: (taUa)- 12` Bt2arS14SEW strw(05) P.T,Saumam Flm(SG=u5) wiv 1:31a• 1T num. avaa•T5 MM A38 Staal alas 319• Mm" • H.OM • 1r 12 SteelSlud. Gf 33min 318• A045•-E18 Gv) 12' 114,410 SS CmleFIix UnOmuled CMU•.(ASTM 680) 2•A2'• 1.114, 12' Can L- (mk1. us Iraq 1. 1.314' i2• 1I4- Stool LIftmeen Cenemta (Q. 5 ke 1` 1.314• 1Y Canctcic (Mln.285)ruf) 2-V2• 7.315• 7r Unamulotl CM ,IASTM C80) 2.1121• 71I4^ 1r Gma - .(AS•(M•C80) 2-1/2' .l-w4:, Ir 5115 Steal UOaeen i concrete M3351) 11r4' 101P it GmWtd CMU: ASIM.nj) 2-110 1 V4' i .12: U� x� d Imo- z m•p 'S' w 7 .> O o• Y �z Eiz n Z) C.9 z '°N waa 0 5 zo 0 o z 1y2� o LL ¢ MIN. OF3THREADS BEYOND THEMETALSUBSTRATE, w W 7XWOD BUCKSTRIP. am-Cl �a aws BEE NOTE 2.THISSHEEr CONCRETEPER - EMBEDMENT • •_ .• _ ' �.�.• • •• „ ANCHOR INSTALLATION NOTES. - REQUIREMENT r a.•. _ ' 1: USE ONLYANCHORSUSTEOONTHIS SHEEr. FOLLOW EMEEOMENTANOEDGEDISCIWCEUMITS. .-,;r•= • •' 2. WOCD BUCKS DEPIOT90, ON THIS SHEET AS-lXT, ARE SUCKSWHOSET0TALTHI0IMESS.IS.LESSTHANI-1(Y, IX WOOIIEl1CKS ARE INSTALLATION I rDGrz TSP,ANCHORYYPE,HdBEDMENT OFn6NALIFUNrrcANBE)NSTALLEDD]RECTLYTOSOUDCCNORETE.WDODSUC013rPlarW-AS2(AR.l-llrTHICICORGRFATFJL TYPE'F F'� DISTNdCE AND EDGE DISTANCE PER INSTALLATION TO THESUSSTRA•1S OFWOOD BUCKSTO BE ENGINEERED SY'OTHDiS'OR ASAPPROVFA BYAUTHOMY HAVING^ SUBSTRATE, SEE TABLE9,TH[S8HEr JURISDICTION, VERTI CAL S ECMN D-D 3. FOR ATFACHMENrTO METAL: THE STRUCTURALMEMBER'SHALL BE OFA SWETO PROVIDE FULLSUFPORTTO THE VVMOW FRAME. 4.IF APPLICABLE, COWER OSB GN PRESSURE FROM ERHERANDOW ORMULLION NOAAPPUESTO• WHOLESYSTEM. A LYNN L�.1LLER P.E. ?,E:#5W05 r6lVlt3i rmb bboi `EPERSUILSTtATE, ABLE 10,7HI55HEET INSTALLATION EMBEDMENT UM-KA UM,a= NOTE2.miiSsHET EDGE 'EDGE , pISI'ANCE ntsrauDE V INSTALLATION TYP£ J '114' MAX I+- SHIM 71 2Xwoao eucxsTRIP 'ORFRAMING;SEE INSTALLATION TYPE K EDG[�DIs7ANDE { 2X WOODSUCKSTRP ORF'THISS TYPE I L 'NOTE2.'IHIS•SHEET %- 7 NOTE2,THI55HEET 114'.MAX ¢ TYP-ANCH0RTYPE;EMHmMENTAND . 3•• , . SHINf j EO.GE DISTANCE PERSUBMPATE. 1 B. SEETABLE tO,THIS SHEET EMSEOMENT ii •� EMBEOMEM — USED -AT CUI(VED � EXTERIOR' - — 2$PRAME1dEMBFRS�ONLY ' 11 , 1-XTERIOR —'�4 11 WINDOdr SUCK I VISLEL'ELLGHT'WIDTH=- HEIGF{T i(M1`MAXSHLM; {•�- Wa1DDW5UCKWIDTt1-2-3W. ---'- -' - - .. --- - -- - - - - .. .. - _4U HUDw BUCK*DTH v(srer INSTALLATION, HORIZONTAL SECTION E-E CIGl�T TYPE L HEIGHT- BIJCK 410 STEEL HEIGHT- •SE X-DRILLING SMS 2-314' (Gs)i sw-rAs1°@ % THIS SHEET TATILE7@ Anchor ` Subsbals Mn. S10 DLstanes Mar- O,c. Spactng 21U2" x _113".B=Nall -P_T. SO== Plna' ' . 51.1s, S 2-1Ox.131°Common Ne0 P..T.Soulhem Pate GOaS 2412' x .146' RodAn r •P.TAduthen =0.55 . :16xI,Simi Saiw P.T. Southem Pins 5G=a 12° 6 DASWASmla0m.6063`75mir. BAB, s° 1116'A35Steel Srts` is, 0.045*'ISQ eel'stud'sr 33 Eris, .0 R R ' m Y CO m C] i sr N =toa co Q N (11 Q LL LU X ti H In 'Om 'T O s,Oa IL o> do t7 Z �z nz m C, P I- g ti O J � e n N tea,S Q F y-, -1�s LL C F Hg In z P-,,? (SEESE?RRATENOA).AWMINUM. 'MIN:OF3THRf:ADSf1IYONO THETyETAL SUBSTRATE X as STEEL: FFMMING'OR STEEL STUD, ' ly L% SEESUpSTKATEPROPERmS. =ul r:os INSiKLLA710N' TABLE 16MIS.SHEET d TYPE) EDGEDISTANCIE P .INSTAtLAl I0NNOTES: ' TYP.ANCAORTYPE,U—M— 1.USEONLYANCHORSLISTEDONTHISSHEET. FOLLOWEMBEOLMCANDEDGEDISTA.T•ICE-LIMIT& �-- EMBEDMENT AND II3GE;OISTAHCEPETt - - ... ''' •' . SUBSTRATE,SEETABLE 10.7HIS'SHEET• 2.WOOD SUCKSDEPICTED ONTHISSHEETAS-1X',ARESUCKSWHOSETOTP.LTHICKNESS IS LESSTrMl-VZAXWOOD HUCKS'ARE QPflONALIFUNIT CANBEINSTALLED DIRECTI.YTQSOLIDCONCRETE WOOD BUCKSDEplC7'ED'f$VX'ARE 14121TRWOR•GREA'T=..R. _p�S �,(� •. •I - 'INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE EWGINEEREDBY OTHFRSORAS•APpROVEDrr-AUTHORITYHAfte VERTICAL'SECTION F F auRlsDlcnoN 3. FORATTACHMENTTO METAL; THE SMUCTURALMEMBER$HALL BE OFA'SIZETO PROVIDE FLA-LSUPPORTTO THE WINDOW RMF- '4.1FAPPLICABLE.LOWERDESIGNPRESSUREFROMEITHERWIN130WORMULLIONNOAAPPLIESTOWHOLESYSTEM. :A:LYNNUUEL .P.E P.E.0a870s INSTALLATION TYPE NI FORTH191NOMLATICN METFCD ONLY, ANCHORS (1AYBF-1 � MORETHAN'6'CC. MCTERLGR N$INDOW- - - BUCK HEIGHT 1VIS1BLF I,IGFiT MGHT= 11NOOW • BUCH• HEIGHT- 2�:r4' 5 . ' INSTALLATION TYPE N 2XWOOD SUMSTIUP EDGE' OR'FRAMING,sEE DISTANCE CNSTALLATIONTYPEM INSTALLATION EMBEDMENT -Rbmz,THIS SHEET FORTHIS INMUATiON TYPE i 13ASF-DMENT METHOD ONLY. ' ' � ANCHDRSMAY8E140 .® MORETHAN a+o,c. EMBEDMENT 1X WOOD BUCKSTRIP' SEE 2X WOOD BUCWMIP NDTE21 THIS SHEET OR FRAMM. SEE NOTE2,7HISSHEET t • 114"NW1G TYP. ANCHOR TYPE, F1656MtBQTAND :y 13 SHIM { EDGE DISTIWOEPER SQ8STRA,XF- 71'P.i!4NCHORTYPE„ I .. 6 SEE TABLEII,THI.SSHEEf EM9.EDMENTdd�87IDGE DISTANCE PM,9UBSMTE I 11: SEETABkE'11.:TMS SHEET 3 USED,AT-CURVED _ EDGE lyfEF;18ERS.ONLY�DLSTAN(lF �(�F —•FRAME -_ @17 T1b`O.C,MN.0 — -- (/ EDGE .� .•y _�, .DISTANCE' ,C�II CHCM�- —f— QR - .. - REOLIIRETIEN7 4 - - 11' CONCXTE7E/GMU - - 1/4'MAICSHIM f I VLSIBLELIGIir.WIDTH= `�—(8 IMNDOWBUCKWM.TH-2•2/4' PER:ANCHDR RE01)IfiL72IBNT ' I 1 WINDOW Yl.1CKu bTji EX Map, INSTALLATION TYPE o HORIZON i AL SECTION G-G• I FORTHISINSI'AUA710N , MEIHODC%V - T.Rt p',44- pNCIi01tS MJiY BE NA ® MORE Tf1AN6".O.C. $12.STEEL { SELF•Oii1LL1C1GSM5 J (Gfi), SEE EID, - THissSS HEEr • Mn num l trc,. B'EOMFNT%s1DBDGE IXTL1iiIDR TANCE•PER SVBSJ(7ATE. =TABLE 11, THIS SHEET MLAMI-DADEAPPROMMUWON (SEE SEPERAM NOA), ALUMINUM, �1tVMARSHIM STEELPRAMING OR STEEL'STUD. SEESl1BSTRATE PROPERTIES, Tq TABLE•11,THISSHMr ` 11fWOOD lil1CKSTRIPi Anchor SOb3ltale ! d Mtanpg MUL Embedment Max OC. :12 nt7114410 SS Smv! P.-T.SOumem Pine SG=0.55.. "9116' 1.718' E` Adunanum "b0E3-TB min. 318• •OA63'•. B' A368tael air •OAW .E• Steel S1ud...Gr: 33 tN • E18' 0.04b". 76 G6 ' 6 ' (112or 1:14 MeetSetat't(GS) P.T. SOull2em Pine Sri 0. 91.76' 1318" ,8• w�ItWm•b0E3-Tb m1q- n36S1ee1 31W 318' 0.o03" - 0.0133'1- 8' 6' S1ee1S1t9LSr 23min, aw D.0W 18Sa ' S 114.470 S9 CIeteFlck i UMmmutld CMU, (ASTM C•90). 2-1W 1-1(4' 1z"" CatmtOle ImhL3.35 kaD. i•' i•314' iz' I 1/4' Sket U92coA Cmtatele Imin.2.E5 Ran 1, 14A, IT Canomin min. 225 2 -2dW 1.31W W. U led CMU. IASTM C•90 .2-112' 1.114" 12• Grouted CMU C•90 2-7YY." 1.314: 12' WIT SItmt Ultmcon 'Concrtte n. 3 B ks 1-1W 1-3W 12 Gmufed'CMU. TM�C43D 2-712' 7.914` - mnW ur J inIYeJWJ tlnTUNu' nC mC1AL JUn.YI IiAlt SFE NDTEZ,?HiSSHFET ' -•�+ .. . �•• INSTALLATION NOTES: ' L • 4 -. :MSEOMENT ' • 1. USE ONLYANO)MRSLISTEDONTHISSHEET.FOLLOWOMED Mr-ANDEPGEDISTANCEUMRS. •• •r •.: 2. WOOD BUCKS DEPICTED ON imissmEEfAS'1X', Ahe BUCKS WHOSETOTALTHICIC,IESS 1s LESS7FU4N 1dh". 10MD BUCKS ARE OPITONALIFUNM CAN SEINSTALLED DIRECTLYMSOUDCONCRETE WOODBUCIQ OEPIGTID'AS'7 ARE 1-it2'7(IICKOR'GRFATER. EDGE INSTALLATION TO THE SUBSTRATEOF WOOD BUCKSTC BE ENGINEERED BYOTHERSORAS APPRO)AM BYAUTHORtWHAVWG. DISTANCE JUR15DlCT7ON. 3. F,OR ATTACHMENITO MMAL-THESTRUME CTURALMBER SHALL BEO'FA SIMIIZFROMOS FU- WSUPPDRTT07HE VgNDOW FRAME, VERTICAL SECTION H!'I-f ,a IF APPUCABLE• LOWER DES(GN PRESSURE FROM EMiER WE=W OR MULLION Ot)AAPpLiES TUMOLESYS'fEM. Y r II Cc 7 m n"J a• Co Cq Q O m co o •z Lt LL V3C12 Z 9 o Ir r 'a idILL,uxad �pc' m ti > O Q ai �Z D Z O LL J Q @ o V i ,aw, o •Ooc 5 Z 4 Q LLU Z x z n.a LL Jru IL •}:oc ..� A LYNN MILLER, P.E P.E1k59i06 \ .ƒ � :� ƒ 1070TEPHNOLOSYDRIVE N. vENi cE. FL 34276 P.O. BOX i 520 NOKOMIS, Fl. 34274 (941)480-1600 2'/ c F!XED WINDOW EI LNSE411?JI3, INSTALLATION Gulb Robowsm �.j SOM, EXTRUSIONS AND CORNERS Wflg NS[ -281 BWa . MD Item PGTPart;F Dripdon i4latartal' 1 a253C F(anged.Frame• Alum 6063$5 2 4225 JEqual4egYrame Alum. 608&74 ' 3 4256 (n1&amI.FM-Frome' Alume856 E 4 4255 7/i6, Lamt.Glen Beadln9 Alym° 6063-TS 5 42S4 ILO. Glass Beading Alum, 6063-T5 6a 4270 • kts aatlat[gn FaMwer'Coter. Alum. 60fi3•T6 8b 4224 4atadadonFastener C=r F19(d-PVC: 10 70589C GasEcekiai90•edmerjolnts) Polye0rylene• ii - _ TP24716..Vt9tJ]b;USlaettietsMp Fte,%PVC,-Durd.S6•+11 iS _ _ _ . OoNr.699,:>?E Z700 SfRwna orEqurii."— — 20 71652K SettlDg•Btock: Mo0b:3l1fi^x 7l�fi° x4' Negprene; Dzp, 8S+f-1 21 71704A1C Setfing Block I:G 3ItB4x 13132 x!i' tteeprene,•DIro.85 +1;1 29 Stalnless Steel 30 TBiPQX- WS'x.1'•QDattPR=9MS• StainlemSteel KODISPACE. QASG•TPS STRUCTUCONERAL SILI POAM- wr.VR DESICCANT//. EXT. GIASS-�,{ .D94' 2.7P.1" 27a.84,.11,.—►} '2T84' • .074' .062^ 074° I D•62" Il74'• r :06Y .436' q ,SD6^ ,a3e` .5n0" 43 �— 87S' ino soD• •-b •'— .osd.�a�a - ¢ I OFLANGE FRAME OI kL--LEG FRAME A253C, 6063-T5 :.4265, 6DBS T5 O3 FIN•FRAME *4256, SOMTS .ars 3116" & 114" I.G. GLASS INSTALLATION O,:4L 268 6063-7115 #4254EAD.61063-T5 sa NG F0427Q 6063-75gR `INL GLASS SUPER re SPACERONXT"'' Part# Description Wlatelial 75 Komrrterfing- 4$01P& Spacer•System Saethis sheet for Materials 76 Qwmex Super.SpacernXCwith•Hot mmaButyl 77 Qnatiex DurasaW!SPacer 76 Oprdlnal•X_•Edge•Spacer 6l1e NOM. BU9"m EXT. GLALASS DURASEAL0 SPACER XL EDGE"' 78 `SPACER LU to v ca O r n. q N .� m 0: '. h Z Do X� om O cw mo a o.� 05 O a Z ` P U O 4 r Z •c. ¢ w° �D a n'. °uu --°a A:Ns A LYNN MUM, P.S. PAP 59705 SCANNED BY St Lucie CoUnty �) ACFC11f �iAl'i'IiilV fJAt+fV011:0 �REIUYRE&tii_S011' i;�h�d,':'C)'EDIff�SNt/i1T Nt11;U1EWED I'oFtYr�1•tt})NMI-IMAI10N Submittals 810 revlawod foi 01HOn11,4nee till, tlnslgn Intent ��� I. � � and eanord campitansv lviilr ifis {;,,atrart fJncnn161n s atrVl Notatiaits D4 Nat Authari2e CtitliVs to E'0111-4ai Snri1. MATM-PACE, COUNTY A tOV$1, CatnillfntS uiidlaP.fUiE$ct',5,1, lifi!1 i1a i��i4 Rlpp ' Go1+1TIt074 u"�� CTroN JILTARTM NTO GULA.T(MY. �4 ?JIJ r1ji iR Ii'fI1111i8($L�[tD "1fnit..110 E68- OSSW263treeE,•Ttoodt2QB b0 7[iD}IlVD CbD)✓AIi1VIl1`tiSTRA 1 p0 -'lea for canlpini iatl t�Yra� ffr � �.�s90 r(7$�1-�tS zSg� EF A�eEP.141 `l['+�n„;, lvlit,,gs,�c+.T,`,'><11(1?;ti. , minmtdnds, ov/ecoaam �GT �iiclusf�ries, Xnc; Cotiipiitibliliy of 11i1{f�r,a1s U,lu t$s 5, �tvEU'i� �iRe f: ttiEti(r �y+t 91Z 1 1,079'T- O] plogy— AAW work wlih inlet Item 4 rind sr ►Cn t ty,,.jlolVgri'' t+. ;.::•- ;:- 0 1 ;: Nortli'tTeiitee 34275 wadi fn t+ ssfa fns� sn,Estd3rrirlQrut¢+tifl;�ar.lt ijf:,, ° ' with the pOAfitt laoelt01�ilts. � : mCOP 1 .�, This N4.A. ts, being issued utid ®-rules an pt Y au =ir * Ilse oi' constructloti ntaierials, The documeittsf>on lbniltt�e - i�p�* y }a tdrrr �ih Dade Count, ]FR O°t Prmdt:ct .C.ontrol Secflou to ba ti ed hriNkiir' ' ade'CoUd�ty�and°m et• #lodeh �t_e.Qllovreii by the Authority Raving Jurisdiction (AH3). � j` ° A e a e p o U t•'' 'his NOA shall not be valid aft the expiration date stated bijoiv, Thd IVliatni�l�acte.Calinty Product Coitti'al 1 Seatioi (Inl4liataii�TDade County and/or tho•AW (in areas. otliertlian lYliatrii Trade County) re"servo the right to htiva this roduet or materia tested for quality a�surtncs purposes, If this product or tnaterial taus to perform in the acoepted.maniier� the inanufactiu'er ,vDj iaeur SILO a .pans$ of sudIL re$tjtig httd the AHT itgy b1liediately xovgke, modify, or wspend the rise- of such product or mate->iAl Within fheirjii4sdzot1bn. Pj7a reseryes the rlght to•revoke this acceptance, if It Is deteraiiaed by Miami DAdo County Pl duot Cdpteol SeotioiL That this prokot dr mat rial fails to meet the requirements of the applicable building code, This-po ud-is-opp ove'd ns_iie. crlbed- 4.ein,_W—has been W1g;te(Lto-compty_with.-the Florida Bulldiq -_.___-.._.._ I Code, inoluding1he High Veloolty Huirieane Zone.- 1)]7SCRi[PTxON: Series ITGTf» Clipped Extruded Alumimim Tube Mullion—1X1 APPROVAL DOC,UMC.NT: Dxaiviiig Not 600MR, titled "lmpaot Resistant AliuWntun Tube Mullions", ; Sheets 1 tl rough'' 25 of 12s, prepared by maniifadturei•, dated 09129/11, 1vith revision B dated 10/10/14; sighed and sealed V Afitiiony Lynn Milidt; P B., bearing tho lVI1Rmi-Dade County Product Control Itevislon s'tarnp -with the Notico of Acceptance nufitbdr and. expiration dpte y the Mianii-73ade ; County Product Control Seotio 1 LAIt1, LIT : Bach unit shall. bear a �.erinanent label with the manufacturer's uaine 'or logo, city, state, '{ l mod .Vsorlos, and following statement. "Miami -Dade County Prodiiot Control .A9pr6Ved'!, unless other•ivise notehei6hi, ARM- *AT. pt this NOA sh t be eopsldexed after a. renewal application has been filed and there has been no ohWge Into applicable bu iding.mile negat%vely affecting the performance of this product. `I'lciti WATJ[ON.oMs %TO will mebilr titter the expiration date or if there has been a revision or ohi mge in. the materials, use, And/or-9allofaoture, gfthq peodjp g nr process. Mlsuso of this NbA as an endorsement of any produoi, for sales, ad�iefifi. tisltig Qr: Airy other pill -Poses ZIh_all nufatnAH001ly tetiuinafa -this XOA. l inure to aomiply. with arty section ofttils Nth h, strait be oiiuse fox teiriiindtioil tifad Sernoval ofNOA. ,A1ii tTYS1GM1177LNT: The NOA n iitibor preceded by the Words Kdrn&Dade Coq*., Florida, and iblipWtil by tite exp iration d to may be displayed -in advert{sing literitture. if atiy purtion'of ttie NOA is displiyed, then-h drill be dQno mitt witlmty. I0YECT109, A dopy of this ent[re -HOA. sliall be provided to the user by .tile maintfacture ar its thstiibu-ttigs Arid sha[I he €iynll�ble for Jtspeotion atthe job site at i ie reque.st.of tho Building Of fipiai. This IVOA a'evlses rlitd i'sne IYtirA# r'471.10 6 hnd 6onslstg of this page I and evidonco pages F3j1 And 2, As Well*s approval do¢uM-pa rietit{otied 60% The.su-bmltted doeunio. l4 l �v0� Kot11" c byll WAt%el Pe m, P1. N'OA BQ. id-02.18,0 .. �xpttatioii Data: May 26; 2021 . AVprova�Ipaitei Aprl(M 2016 -Page 1 i File Copy pGT Iuditstries, Ine. A. DRAWINGS 1. Manufacturer's die drawings axed sections. (Submitled un er,NDANo. 10-0819,05) 2, Drawing No. 3OOJR, titled "impact Resitstant Aluminum. Tube Mullions", sheets 1 through 25 o , 25, dated 08/29/11, with revision B dated 10/1011-4, prepared by zu.anlL.facturer, igned and sealed by Anthony Lynn Miller, P.E. B. TESTS ' 1. Test soports -on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Aar Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic 'Wind Pressure Loading per FBC, TAS 203 .94 _._ .. - . 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along wish a�lted-up drawings and ' iasfallafion. diagriin of- blipped a ur Wi! mullions, pr pared by Fenestw ion Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 tliru B-1), dated 02/28/11, and addendum letter dated 05/05/11"signed. and sealed b� t4 lin D. Brinson, P.B. ?c ,,, POYnftted nd"6WOA.N6,10-0819.05) b C. CALCTMATION; X, ' Anchor ves ication calculations and structural analysis, complying with FB31� 2010 and with FBC 511' E, dition (20X4), prepared by manufactuier, dated 01/29/15,' signed and sealed Icy Anthony LyanMiller, P.E. D. QUALITY A.SSUWCE 1. Miami"Dad0 Depatt ent of Regulatory and Economic Resources (RER). E. MATE(Ma CERTIFICATIONSI 1. None. manue a 'ex, P.M Product Con 01 26kiner ftpiraflon Date: May M, 2021 Approval )Date: April 14 2016 • ��1 0 PGT Industries, NO' F. 8TATEM NTS 1. Statement letter of conformance, complying with T13C-5Efi Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement le ` ei of no financial interest, dated February 15, 2016, issued by manufacturer, igned and sealed by Anthony Lynn Miller, FE. G. OTHERS 1. Notice of Ac eptanee No. 14-1105.01, issued to PGT Industries, Ine. for their Series `°PGT" Clipped Extruded Aluminum Tube Mulliara - L.M,L, approved on 02/12/15 and 'e Airing on 05126116. .... _ ..... — .... - 1 1 i 1 _ 3Ylanuel product Con.•tr I 1 amu►er ', 1r7OA �70,-42I8.03 Expnaiton Date., May 2612021 Approval )Data: Agri! 4 2016 E-2 UITABLEFORAU.LOCATIONSREQUHNG 1 NON-RIIPACTOR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE V MULTIPLE^'•^a1G[+nlGwPiDtFD>t'!E>MChCMDU. MULLIONS / -""� SEED6TA116 ___ SHEEI"b3 it T r I11 % I II / 111 L TH L� III I JSEEDET/ILS �HOlU7A1�KAL $HNIL FF^^-- c LENGTH 9011=111AL MULL LENGTH AI)OMONALMCAMPLES OFMIUL2. CONFIGURATIONS: V---OPEL3HG YJIDTH---i —I tENG�iFt I 1 Dp i 11lULL .�' KE L SINGLE MU1110N SINGLEMULLION —,% SL_ C0..R=poHOINr. DETAllS l—_ FRDMrjGUREfAPAVE STANDARDS USED: SI}{ ETTIT]ON .2014 FLORIDA BUILDING CODE (FBC), -ANSUAFSPA NDS-2012 FFOR WOOD CONSTRUCT! ON .ALUMINUM DESIGN MANUAL, ADMz0l0 aAISISt004 7 2"20t0 GENERAL NOTES! FBDNE5AtAT1ONPRODUOTINSTALLAMON.TYPONLY.ICALAPPLICATIMARE5HOWN-SkOHSIUPMONISa UNI4 EANOSHOULDBE EVALUATED SPAN EXPI$21ENCED NSTALLERFORTREBEST INSTAUATIDNMETROD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST SEANCHORED PROPEU.Y TO TRANSFER LOADSAND ARETO BE DEIGNED BYOTHERS_ 2) THS-MEAND NUMBER OF ANCHORS IS CRUMALTO THE STRUCTURALPERFORMANCEOFTHE MULLED UNETS.MUU.IONS HAVE SEEN TESTED AS"FREL4F4OATING'AND DO HOTNEEDTO BE DIRECTLYAiMCHFD TOTHEMULUON CLIPS, BUT SHALL NOTHAYEAGAP OF MORETHAN 9/4! FROM THE CLIP. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE WINDLOADS CORRESPONDINGTOTHERBOUIRED 0,1THILIS ANCHHOREVALUATION.THE9.5 LOAD DURATION FE MULLIONS ARE QkLCUL-A'r5D To AA ORWASSUNO SEDDFFOR1THE EVALUATION CFFIWOCDSCREWS. rz AS OrUSEO 10 PROPER SFAUNG of �- MMAssaaaLYISTHE RESPONSIBIUTY OF OTHERS AND IS BEYOND THE SLOPE OFTNESE INSTRUCTION& I,-•-HoRmMULLLeNGrH^( MULTIPLE MUT_UONS 10R.I3FIGHT OF-09COM &ABACENTFENEsTRATION PRODUCTS TO DEfERMINEPRESSURESAM ;ON m=oN. SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPL£uwm CONSIDER ATATNE WHEN USING THE DESEGN PReSSUREANb ANCHoRAGETA9LES.THELOWEST' PESIGN 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TOTHENET(T SIZESHOWNONiMETABLE(S) 7) ANCHOR EMBEDMENT TOBASEMATERIALSHAU BE BEYONDWALLDRESSNGORSYUCCO.WOOD SUCKS BYOTHERS.MUST ASAPPROPRIATEPORSLMSTRATEMATELG.HRIAI-D1BBIMIARMATERIALBSHAPiCRTECIEDASfMUIRTHIN STRUC;YURF- ANC14ORS SHALL BE A OREDTOPREVERT ANT REACTIONS. , 8) gEFl3tENCE. YEST REPORTS Fr1.5443; ELCO ULTRACON/AGGREGATORNDgS 9) MULLONS AND CLIPS HAVE BEENDESIGNED & 7ESTED TO COMPLY WITHTIE REQUIREMENTS OFTHE FLOFWABUITAING APPROVED IMPACrA HAYINGGUS. ACTAPPPOCATIALMULUREONSAONLYTOREUSED"TH PG7-APPROVEDRAT10N 10) MULLIONS ARE IN COMPLIANCE FORUSE INTHE K*M •i4) QUANTITY OF UNITS WLTHN AMULTIPLEMULLM ASSEMBLY IS UNUWTM PROVIDIDTHATTHESPANANb OPENING WIOTHh1EGHTOFMHINDMOUALMULLIONCOMFUESWITHTHEREQUIREM73•ETSOFTHISNOA. _ 1N57RUCT]O IDS`. , 7) OMMMINETHE DESIGN PRESS UIREMENT FORTHE OPENING USIN THEASCE 7 STANDARD. 2) CHOOSE A MULLION TYPETRAT WILL FITTHE DEP7HOFTHE FENESTRATION PRODUCT'S FRAMEDEPTH. OR'TRI W-APjTRAPI=OIDAL'. 3)REFERTOSHEET25T0DETERtUNEIFTH£ WEND LOAONGIS'RECTANGULAR 4)PRIDT..... SENMt)LUOI•'SiJ^LUOIIOAPAC nuLuarurlo PENnNES IA THROUG G1F7HEMUWQNIsSPAWNING VERTICALLY 20 RESPECTMELY, USING )RHOPRONTAUnTHE THE OPENING OBTAINED IN S) FROM THE SAMETABLEUSED IN STEP 4)ABOVE-FIND THEVALUE IN 7HENEXrCOLUMN ANCHOR CAPACT(YREQUIRED (LBSI. THIS VALUE REPRESENTS THEW NDIAADTRANSFERRED TO THE SUBSTRATE BYTHEANCHORS AND MUSTBE MET TO ATAN THE FULLMULUON CAPACITY. %FROMTHEANCHORCOTYBSTABLE ONTRESAMESHBETAND USNG YOUR ACTUALSUBSTRATE CONDITION (MULTIPLE ANCHORTST65TAATEY)SELEN TtRNNDVEIYTHAT THE REQUIRED ANCHOR ANCHDR-CLIPPATTENMAYAPPLOTAAE CAPACITY IS MET. _.._...,.,.,, „. ,......ae— a asm m nnrArNEn IN THETABLE IS H(GHERTHAN THE DESIGN PRESSURE REOUiREM a ILSSTFT-1 FORTHE 6) VERIFY THSDESIGN PRESSURE RATING (LBS M FoRTHE FENESTRATION PRODUCCTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITYTjB=CBTAWSDFORTHE MULLIONSYSTEM THE LOWER OFTHE TWO SHALL APPLYFOR•IHEENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHLIGHT OPTEON USED AND TABLE VALUES USED N A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. 'z •13 IS LIM iT��• -•. J •41� A. 0 6TAI L A - MULLION To��Wobotu6K olkwb66 FRAMIM '{pmr-roUPSHPWN). 6FTAILB' MULLION ATTACHED TO IX WooD.BUCkANDMASONRY '(STANDARD CUPSHO L EXTERIOR -4 . Or FRONTVIEW mnwTION NO7PS: 1) ANCHOR EM3EDME-'rO`&SF-VA7ML-AKAjI BEBFyONDWgiDRMSING URWUPPa ONLYjBE cow WM'nON'0E-AXCHORSW EC; r � DMORGLIPMAYBE USED; N G SKErTS. y 0 Fe D Eyp3 L. S, A,-D, VWM TM FOLLOM .Q$F� DTYPFMAYBEFAPMFA15-14E� TYP,AN=R ffu AN D PERSUBSMTE, AT.rACHNPV Oyo SSNDT SKMT-L %169 ti SIDE VIEW IT= WSTALUDAY -mmvm I,hqhW,A sEENOTIM SHWI. v,avxmcdNmmEORcmu DETAIL C MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE - (STANDARD CLIP SHOWN) EITHFRTIL: InSTALLEDeY CUP 3wYCE • EXTERIOR A. 'R FOR LtkscxKf lsAtwK=oFw DETAILE, MULLION TO MULLION INTERSECTION ?JO-'m- (Ii-GLIP) q mAy BE mmu= lm'Tw OR'LROSS' INTERSECTIONS. 23 MAYBE INSTALLED HORIZONTALLY [SHOWN)ORVERTiCAILY. 3) SEELLOUP DRAWINGS. SHEETS 21-23 FOR CORRESPONDING MLJLUOK 7OPMEW EanaN ALSONEUSED �DTHERF I RAMETW�9& 1 SEES1140TS21-2SFOR wp. ANCHOR HmZLQ=cvlm4mS PERSUPSM'm =YAMX&l8'MB FRONT VIEW ED= MN2.7KSfCCNCR=0RCVU 2.7 FRONTM 51DE %AEw INSTALLATION NOTES:. I)ANCHOR EaEOMF .NTTO BASEMhTMIALSK— SEBEyoND WALL DRESSING OR STUCCO. 2) qUAMFy OFANCHORSAI,,D MULLION SIMSHOWN ABOVEARE FORPICTORIALREFRES5147ATION ONLY. asCAUSP-THEARCHOR CAPACITY IS BASED PARrLyoUT1 MANCHORMANCHORI)ISTAN(:E,'THE! CORRECT allAN=AND LOCATION OF ANCHORS MUSTSEFOILOW121% REFERTOTHETABLES ON THE POLL WING SHEETS. FOP VETAISA-D, MTHMTHESTANDARD OR INTERIORCUP M&YSE EISEO- S)ANCIIDRHERD TYPEMAYSEPAMC-AD,KDW.PDORPLaREAM 4) V400D BUCKS AVI OPTIONAL, SES DEML C, SHEEM-1 - - _NLY tCO mApp VED ..S)FORmAsor4RyAppLicArtioN,,�lg'MIAMfDAFF6�ut��tPsic UI`Wl III RO ELOD ULTRACON OR ELCO' IM S.& AGGREG=R WSONRYANCHOR& jDAD DETAIL D'. MULLION ATTACHED TO STEEL STUD (STANDARD OUPSHOWN) A SEE 2143 FOR HOLE ZA)CAMONS MULLcox - S=- =Jos*pNNzR71m FRONTVIEW taa0DE.MXWOM BACKNTHTHEFLBOiLOtNC ER W=USM EKIERIOR QS9W=AXCHCRV= SIDE VIEW NOTES, 1) poR 2X WOOD -BACKED STEEL STUDS, WOOD ARCHORVALUES MAY B8 USFm- 2) SEE CORRESPONDING MULLION TABLES, SHSVS'5.20, FOR QUANTITYOF SCREWS,. m -o VIM 11 X1, PLCF10 FLP.F-958705 OETAILF! FIELD•MODIREMULLIONCLIP TOSPC-SUAFICsIiBS F aY \ O o o D EXTERIOR EXTERIOR O DETAIL GI ANGLE MULLION CUP (ANGLE CUP) ►iUC]Oli p p O O TOP VIEW DETAIL lit BAY MULLION INSTALLATION (ANGLE CLIP) oM puuu 0 1 O O 0 TOP VIEW EXTERIOR let s"";;WL; iCM0Ck �.5 • t t I vu�•eEmsrN>fo 'Wj1 I 1 b I 8 n b • _ i ... . �TYP.ANCFiOR - P7A9LfS79 . lxi0W000, u ORRhV= RY FOR ' - EXTERIOR INTO WD00.STEEL. 57AHONiDCLff•T095 ALUKOMUCRMAB MY FSOOIPfiDO1,H811 �� ®`� ^� OxCOUCTsh'V3 ibb cs evmplyivg\rifh>fiv Florida �pFR� � F l3vllEiag cock 4 � Avs •�mNv u°"D21S•D33 Q(i0w000, STEEL. PnpiNfioa Dato 26aj —e -�' - - --- - - _ --- ALM OW OR A7A9OWC(...-l: ',.'�•;,=e,. O uh4 PER atli ahva3R - - _ ANCH NOTES FOR INSTAWTION OFMDH O SH; `��LL F�Ge I E O rp : 'emu• •,�4 �i� DISTA-4CE G c BE INSERTED INSIDE OF MULLION. - peRANLNOR S)UBE2ANGLECWPSPERM[tWONSID.CLIPSMUSi ` �• -,; NOTES FOR INSTALLA•YION OPYIONS P. 2) DETAIL G BES TABLES Sfi� CAB FOR ANCHOR QUANTMES PND SHEHfS 21.23 FORHOLE = LocAnorts ` 1)DETAILISNOTAPPLICABLEFORTHfiBAYORI2S'X2.11•X,'173'MULLIDN. - 21d3FORHOLELOCARONS. 3)DEWLItSM.YABLE51`5BORIGBFDRANCHORgUAtLTITI^cSANOSHEET22FORHOLE 2)SMTA9LSIB-fSBFORANCHORQUANTTMSANDSHEETS LOCATIONS. 3) THE ?XSCLIPISNOTSUIYABLEFORTHISAPFC1CAnON- A Ln�tyPn�i`P-E - - FL 'S8705 501a ag la. _ _. _. -_ Tnm _.: soTn_ sgm — `_ cc laoK r= san e Rccknpdef Tmp�Tdeng• Rsctat9fdv Ttcp(Tdeng. RttAoosfdat wp m.m Rcc P+h: TmprtdanP, Regsnylsr TlsPrtAanP. RoetclyAet -TaTlTEarp• .Radngnlar Tmprtesnp• Rx�iatq�i� 1XR%.i45 ]aedm 1.dhg IcaQ@ InndaO Imdng Lasing LondSd LeedapAlum Tuba 1auTa0 lnedla londnp ImQnP LpeSvp Imdng LwQng .Mtilgvn _ • d`" G i •a � In0. 1n10 m L ..7 3 FIGURE 4 FIGURE2: TABLENOTES: i)SEESHEE[ IFOR INSTRUCTIONSON.USING,THETAHLKSANDSHEET?SFORINFORM MONONLOADING. __ .�, - _ � _ _-SEESH�•fS2.4 FQAGENIIiA1: R'tSTALLAT�ON METHODS: •-'^`• —[ i.O6D' `--- __ _ _ _ _ _ _ • 2) LINEAR INTERPOLATION BETWEEN MULL LENSTRS ANWOROPENING WIDTHS IS ALLOWABLE, FIGURE 5: 3} MULLION ATl01dULUON CLIPS SHOWNAPZNOT70 SMP-FOREXACTDIMENSIONS, SEE SHEETS 21.23. Q HOLESTDBEDRRLEDINTHEI=FOLLOWINGDUENS10NALRE5TR1anoN65HOWNONSHEET52t23. FIGURES SHDW SUGGFS7EDAPPROXIMATEHOLELOCATIONS. g•1s ANGLE CLIP MUSE HE USED ]N PAIRS. d) SUHSTMTES: CONCRETE SHALL CQNFORMTO ACI S01 SPECISCP.IIONS. HOLLOW AND GROUT' CONCRETEBLOCKUNfi (CMU)SfiAU CONFORMTDASTM0,mWOODSPUSUBBPRESSURE-TREATED yELLOW PMF M R LSTe .125" FIGUREL: FIGURES.- —� �FIIG-U�RE&—�� THICK •STORE MSNIMUMGRAOH33pND,pyySHAU•BES063u STRUCTURAL L70BEAT LEAST,TEMA ICKANDA36•ALLANCHORSWC METAL ALYB-C EVLI SS-'L LREAST350REWTkLREAbSBEYOND THBMATERIAL#10&912ANCHORSINTOWOOAMAYBESIEEL'1P.9SSORg10SS. i"X2•X.1?SMULLtON ® ® fl ll ® k P&o=CTBtVIS4D gs,=Plykm• bh lh.Rh-kh OuOdtna Cods •00.5 to AeccDhit AR°ma fD'LI By Mlaiai p�aYndon !gyp I��CFNSF' t �. FL P.E fr 58705 L $LE 2A — — — MuOlon Cn a TnE1e aMi — _ — OpenirtitWldth ifocveAlca��sPD�+tinBmLL➢anllorOpanlnYH¢WhtUorhod7onteYriSPamir9mrLlons�tn taotn �seln 70L1 WM SD. 1a3N RoctiMalef Tiyrt wN av1n ^�^ T7aP�TAwry ReiWiDitu TnpiRiro, ST�iD 1D7BG LNA'R Soigpp LoDAIDD to4ca LeaaNp ILadmD LoadltQ IAmL9 taa9ip ld�P0 1mmM Loextq Loin RoimttWLY Tmp•Mm4- tb�+onoitu UDprcAita, FwlunDts Tmp(fAiry. PaUanaclDr 17oiRA•'TO• Ree(urNlu Tmp'tesiv. RicmtpiN T Ix2x.a7b t'°e^D. ui.ana LoiGND a a � £^ Ty k � -ag ya a '� uam.rueaMullen �� � _ ___ �.. � 269.5 577 :96D E82 1663 Sir DD,D � 1669 S17 TS7 0S2 'IWD 317 DbD Nit. L6&II 54 A67 6G2 4W,9 F GURE is FIGURE 2 TABLE NOTES ® ® I)SEESHEEPIFORINSTRUC=NSONUSINGTHETABLESANDSHMr25F0RINF0RMATION0NL0ADING_ ._.i 1.000' j-- BEE SHEM 2-4 F0RGENERAL INSTALLATION MVHQDS. 2) LINEAR RUERPOLAMON BBrwEEN MULLLENGTHS ANDICR OPENING WIDTHS IS ALLOWABLE. FIGURES: 3)MULLIONIAANDMULLIONCLIPSSIMNARENOTTOSCALE-FOAEXA0TDIMENSIONS,SDP ESHI;G'tS21.23. 210• HOLE4T08EDRILLEDINTGMFMMF0LL0WlNGDIMENSIONALRESTRIMONSSHOWN0NSHEET5Z7-23. {II` aUB iA FIGURES SHOW SUGGEMD. APPR0WATE ROLH7-OCATIONS. 3r5• ANGRECUPMU574CONCRhTEHL0C UF1ITR�ChEIU)SHALLCONFORMTOOIA=C•90.WODOSHHALLBEPRESSURE•YOREAM THICK Sr ELSTuosTDBEAMlNONUMGRAD833AND.045'THICK(18GAUGE):SiRU0[URALS=LTOBBA, i'XTX37SMUWo1 flGURE4: II�F111-GUFIIIRE6:_----tII MUR56: CONCWS011TtiEFiNPINEW17tiANsoor0.55.ALUMINUMSHALLBF6oS3•T5A108EAMINB.IUM0F.t?s AT 3 LVA THEMATER1AL410MA2AN HORSINT0W00DMAYBESSEE1�s,S0RA 3S.�EW'fF{RFAPSBt_Y0ND R� ta f-FNVCLR6VS55D y --.. Ho.587U5 0.s ,$ F4,u` A LWN M1ZE13• P-F- FL P.F-458705 t tBLE 3A MuDionLhae Tebla IIb Openmti��(t°r'sro�' ernllr3avi09snIDrOP9ningHel9ht(fcrlwAmrdeVy�aPaIIaAmUVrnsi � S91n so In .uN to In to In ]9Dh t1DN 15DN Ree9m9IIu -rt r monD. RcCenNor To nW Bcclatpds tsar RLcat(np ftLwd9Da l.adnQ [nadnp 7Lordgar LmdeD p9 a pm RA�7UDOILr T ao�4 ft 412761 f.002 Iced" Lae6M TandnL IoDdt*6 ,sra Ac9m. ems.. £,. £ •€_. � '€... •$ rs IL UwlDnn ��E� �.� �� s 3'�,� s �� a •#� s 3y s s s �— ��' '� —. _ ___ �._ _._ ..._. �.. .•.,,n �trw retie c2f: imo f?A9 t70.D SM tSH7 ]3D7 17DA 621 •IZ7.6 fn9t 1749 SZf ILLS1. _. �57�®�. �!�}�Q���C��it`1"•iii���iiiliifif(iGi�11 .. iiIFiiiff®��0©lYi� i�' it►Q�QOm��i�Y}i}®��O��m��Om©��m®� w©mmmrgm�mr=®0®D� �®©��� =m�®mmmml Qmmm�m© �m�®mmQmm�F+mmm0�00®®mm�' OQ©QmmmOm� t3�l0®OmQ0�F:5�Om1��:iE�:7�biEI��mE�l� ti F�©�®®mmm E'Si��!!! FIGURE I: tBLE 3A MuDionLhae Tebla IIb Openmti��(t°r'sro�' ernllr3avi09snIDrOP9ningHel9ht(fcrlwAmrdeVy�aPaIIaAmUVrnsi � S91n so In .uN to In to In ]9Dh t1DN 15DN Ree9m9IIu -rt r monD. RcCenNor To nW Bcclatpds tsar RLcat(np ftLwd9Da l.adnQ [nadnp 7Lordgar LmdeD p9 a pm RA�7UDOILr T ao�4 ft 412761 f.002 Iced" Lae6M TandnL IoDdt*6 ,sra Ac9m. ems.. £,. £ •€_. � '€... •$ rs IL UwlDnn ��E� �.� �� s 3'�,� s �� a •#� s 3y s s s �— ��' '� —. _ ___ �._ _._ ..._. �.. .•.,,n �trw retie c2f: imo f?A9 t70.D SM tSH7 ]3D7 17DA 621 •IZ7.6 fn9t 1749 SZf ILLS1. _. �57�®�. �!�}�Q���C��it`1"•iii���iiiliifif(iGi�11 .. iiIFiiiff®��0©lYi� i�' it►Q�QOm��i�Y}i}®��O��m��Om©��m®� w©mmmrgm�mr=®0®D� �®©��� =m�®mmmml Qmmm�m© �m�®mmQmm�F+mmm0�00®®mm�' OQ©QmmmOm� t3�l0®OmQ0�F:5�Om1��:iE�:7�biEI��mE�l� ti F�©�®®mmm E'Si��!!! FIGURE I: FIGURE2. TABLENOSES: --i i.006' �--• ^ >) 1)SEESHF.E 1FORINS7RUCIIDNSONUSPIGTHETASLESANDSHEET25FOR1NFORMAMONONLOADING. DY t nAvduaCac'sei ® SEE SHEETS2-4 FOR GENERALINSTALLATION METHODS. 2)LINEARINTERPOLATIONBOWEEMMU.LL£NGTMANDICROPENINGWIDTHSISALLOWASL6. I ., `����O��I.YNN FIGURE &3)MUWONANO MUWON CLIPS SHOWNARENOTTO SCALE FOR SCAM DIMENSIONS. SEESHEETS 2S•2i ONSHEET52]2& 2.i5D' "C•�', �}C SE '','P --- �— ANGLE CUP MUSTBc ® ® U520 IN PAIRS FIGIiRESSHOWSUG4E57EA,A.°PROXIMATEHOLELOiIOTi3.RE�1R1CTI0N5S�iOWN a)sUg51'RATES: CCNCREfE51iALL CONFORMTO ACi a01 SPEC1F1CATi0NS.HOCLOW ANC GR0U7 F91.LID Nu. 567Ds 3 �• I ro CONCREtE BLACK UN77 (CMII) SHALL CONFORtlITO MSfM GBD, WOOD SHALL BEPRESSUR�7RFATED '' bb FlGURE4: Pd FIGURES: FIGURE ® YELLOWSOUTI]FSiNP1NEWRHANSGOF0.55.ALUMINUMStiA].L9E6063.75ANC05AMINWiUMOF.]25' THICK.S7E'eeLSTUD570' MfNIMIAtfiAADEWAN0.D4STHICK(18G4UGE).S7RUCSVRALSTEELTOBEAT UMAY STEEL 18ESS.07SSiHREADSBEY0N0 SSSPPPfff???ttt 1•XW5•X,37S'MU=N d�>F 1Lll ►�-►L-=—� 7HEMATFAIALI�1aB&1�]2A7OHOR5INTOWa P. 705 FL P. BLE Q,A Rh11Ran G ¢a TaaTe ta7utk OPeniff¢l*lkith(1n[w�m116°AS�arOpenlnBHoT¢h{OaMrmNaA�SParri107nUrwn$ 7mN Sham i2Q In POx7 tmin 7airt �„ 7n [fn°ImipUtc7 TtR+'fdcae. Beeteaeuat 7iapfMaaO. patnlly TSWaa¢fenA• 5Da 6bN QedcaDaar 7raTTf9aaL AmImPuW Ttaptfexa8• Roc1s"Dd°r iLadnD Lcodac L°ndaa pecWlpcl°f 7myTA7ea. Rc�� '��• Co¢9N¢ La°dnQ WQn¢ 4mAM1¢ L°afati I8°tNa ruaa 'a^01- 2L -� d`z -� nnn aet 170A 618 i7aa Lila tiaa sx1 7T0.0 421D t76a 621 17aD 1493 17a.P 501 I taD.7 iota I10A Stf ixaa {B7D f7aa 5il ?v 08m U7,1 T, "a 95C 7�°s �'� ""• � _.. L0.f 510 814 d18 Tl2 Stl 5DS 4J8 6&3 574 'aay ma =..+ «. �_. _._ 4a1 aO.P 1>7f a Tdm 4017 Ina SmE 6Sa bla iae sfE Sf0 7L7 ea0 aCf a7f DOE 477 {aA 371 bib iD4 ix1 Sri aiE 4D0 xo 6T1 :7E 511 90A �86 72t 511 lab Saa a S7l afd t(9 � 781a 88.6 �3q 317.t axa xa.0 ' "�a7 't2P.8 �f -'x'3- -+af 2a7 19' EA 2Lt aaLf ±iN � a55 a72 •f07 n0A at9 373 �[C1 D53 7Aa {al.. 75D 24A Sm 17.8 S58 219 Sao ISb a9 193 DD la 31.7 a01 4S.i ,I,S,{ 3N 309 29 a7.i am Sd,6 3ia ZRa a0f 2x.6 39 231 700 2t3 Di In KLB 13H {41 am a5.e_ 35D a72 Z2,6 xA 16b RL7 S9A ?A9 iD.7 SLt SO.D 2tD llil 7d7 lab 7a7 7aPin a0.i SD3 3P9 7S3 25.1 tax 259 2S1 2tb -7A3. 'p3 2W 18.7 SA1 16.i 28T ta3 127.5 2a7 20.a .ax flan Si7 2R0 t42 HGUl1P fi RGURE� FIGURE 3: ANGLE CUP MUST BE USED 1N PAIRS. FIGURE4: F1GUR£� FlGURE� JY1G1'WKtilY.w.w (DP,„)X -�""" =ANCHOR .w. MULLION CAP...,... US67'r4ISFORMULATO OSTAINTHE ANCHOR CAPACITY D' CORPr:SPQNDING TO AN A=A PRESSUREIq QUIREMFNTFORTII= OPENING. WHEN IT IS LOWERTHANTHEMULUW CAPACITY (FROMTHF WILE)OFTHESf3BCTED MULi10N.I MLYIELD AMUMnAANCHOR CWACLTf WHICH MAY 13EUSED TO QUALIFY ADDITIONALANCHOR OPTIONS FROMTHE ANCHOR CAPACif YTABLE. T•q�730' --'I 1.00V ,)s- -TS IFOIRI ,%TR cnoNsONU'fION7'aETHO L£SANDSHWET25FORlNFORMATIONONLOADING. 2) L NEARINTERPOLATION BM WMN MULL LENGrrLS ANDfOR OPENING WIR7H5IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SOALF- --oXEXACT DIMWSIONS, SEE SHEETS 21-23. 2730 14OL S SHOW SUGG TO BIE DRILLED IN THE FIELD poL OW5O LNC;IMMgSJ NA RESTRICTIONS SHOWN ON SHEETS 21.22. ED. APPR .q SUBSTRP.rESc CONCRETESHALL CONFORM TO ACf BDi SPECIFICAT70NS.HOLLOW AND GROUT F1LLt37 OONCREfE BLOCK UNCT (CMU)SHALL Cq^>fORM 70AST1S C90. WOODSHAt.LBEPItESSUR�TREATEO YELLOW SOUTHERN P1NEcWl7HAN SOOP 0.BE. ALUMBJUM sHALLf3£G053•T5 A.ND BE A MMIMUM OF.123 1' X275" X ASD' MULLION LFASI`.125'THCKANDA3&ALLANC ORS INTOTiETAt�%�- C��DATtEI�ASTSSCAEW7:�tEAOSBEY0N0 7H£ MAT[3itALtO Sii12 ANCHORS INTO WOOD MAY13£ STFFL. iB8 SS.OR41n SS, SditigCaB° �(o..q zi Cl3 ttptaacam pltallenD:l° i i 4 >CFN3$ 7L': BS705 ,6 LYE : ....... . � '4s75���``� A, L,YNN MILLER, P.E. 801a 7061 a0h HDla ttb to VAK aqW t 50Io RaCanp> t TI■D� wv, Aod9DWlat TmpllRena Rafia71eplTilerR• RaDlvl{Tast TiapRHetm. ftmiHDWh9 RestMpADf Tm{/TSmg. Ra7WOd7C TmpRaaD7, Roc7atlWix llr�°eP• PF�� �H0• ��D Seyd(q ImdD9 I�HEnP Ieaft drA lec6^Ai Lae6eP SmcRt7 LwdoO {ux3j26nX Ltsm lGPAM ImdgP Lo>dnp Lae6np Cwdn9 y+ b D 2 �•_ D b y _.._ Q �g sE Zg', �.. 'y 41.E 7fUf91Bl "8��� �g o� B �� v� Ti f5v b o% u a n o Y> v S LL tlb9 p E x bQ. =� drC �� �F •� a'' ___ _� .`.. ...., ,.,.. .,. .,�••. .e.n inn sx nen iIDH •170.0 571 173a 173a t7DA 52t lS4d 78M 837n j 72h 7Hh 7HI0 W D1 f+Hh 40D In 1f1h rz01n JW.D 9S$ 17U 7H9 1OPA saSJ 757.9 aSi it0.1 865 mi ]an ewe ,.>J •�•.. .,. -- - ..- .__ ---- tZDS DOS 1369 H87 1WA bil 1f4A 6A2 9LH HOD 101d H70 H73 HDS 9S2 H59 71.t Hfb BT.9 aLP IH,R SfOH T6P a/2 E7,a iC82 72t 1131 07P PLO 721 87.0 mH. 7H.0 72f HLf 1105 8H3 721 7D:S 'aBS aD.T 7M 70.1 SIPS 54.0' >?i .HaA '.STJ_ ;3,',+.. 101.D 0aS T95.3 599 Hit au nP.4 UT 722 6D3 7H.t a7P HS.i HLi 7R4 iH7 Sat 8H4 8t.4 :54 SPS aB4 BB9 SSS 4t1 859 81{ H7A ASa b6a aK ST} 41H 37.9 B14 H0,0 310 11.1 m4 ua J31 SHS sf4 403 427 a2P 814 37A 42t 27.0 5f2 3a2 5'a.7 A04 �S2 asi 47A 39S Sea 462 iD.O DPD 37.P d52 SBA 38f Sat 463 StP 37a Z7.1 [52 O4S 373 229 flH1 OHT SB.P 32H SL7- S9 327 377 2T2 SHT 7A4 S12 'LL8 SST � ODa 2fi 3H7 ZL7 S[a SP,O SST 20A 719 15A SS,1 SSa DSd 309 7a.2 DSH 34i 901 25.9 -378 Tat 7sH 21.9 SSH 25.1 7F2 f9S ax 2ae 78a 1T.5 SSH 1H.a Tat i4,H 77.7. .7JCi ?A2 2pS- -21.5 .757. 93.7 .'aP. iaa 2H9 93.H 25H S7A 7HP 14f 250 i5.i 2HH SQZ 74P 17,[✓ iHP 73A 24H SLH - --- -- - .. .. �a>L`:>a'?=l7`•-.:;ap.* 8lG ?21 (iB4 7Z2 SP,4 at.l [S2 a59 tiiP 39,D 1793 HD2 47L iOt HOD 80] H27 i11 H0.B HH/ Sit 72t R1 665 Hfi OH.1 m4 51.3 SSD 01.a aHi SD,H a04 814 SHA irz 733 6fi 00.4 4DH 20.H d14 �A .IDS 4i2 2$,D CBS SB.4 352 232 3� 1a9 45X 2LA 35a a5Y 1HA tiS 71A 357 taR 2Hf Sf.P 9HY 15,0 2R 97a f0.H 37a 7s5 i76 tl.H 9S 1TA 37H iS.H 336 2DH 12D 24D aP 2H8 ttf 2HH H7 s'aD 10.4 237 - - euevnu rnoeclnnhjIl Fi.aols• FIGURE t: FIGURE2: TABLE NOTES: � ® ® 1y SEE SHEETi FOR iNSTRUC710NB OI'l USR1G 7HETAHLESAND SIiE`cT 25 FO,RTNFORMA7lON ON WADING_ F��T BEE sHEET52-a. FOR GENERAL INSTAUA71Ox MHfHODS. I 23LINEARINTERPotArwSETWEENMULLLENGTHsAND/OROPMNGWIDT14SISALLOWABL£ 8226 FIGUREU.. 31 MULUON AND MULLION OL1PS SHOWN ARE NOTTO SCALE. FOR EXACTDIMENSION% SEE IN THE DIhMNSIONAL RESSRICTIONS SHOWN On SHEETS2t-23 FGURESSHOW SUGGMM.ARR17MWLE LOCATIONS. l3iGLE CLIP MUST BE USED W PAIRS, 4J SUBSTAATE51 CONCRETE SHALL CONFORMTO AG 80t SPEGiFICA7l0xS. HO110WAND GROfIT�111ID BLOCK UNTO (CMUj SHALL CANFORiSTo A57M GBD. W000 SHALT_BE PRESSURE-TRKATED .SOLI" FIGURE: FIGURES FIGURE£ CONCRETE YELIOWSOU7HERxPINEWfTt1ANSGOFU.55.A1.UlhINUMSHALLHE8U63.75'AxDHEAM1NUdUMOF.t28' T}ffOK,STFEL57UDS70HEAMINIMUMGRME33AN0.045"iHtaK{i8GAVGE]•S>RUCTURAf•S LTOBEAT rx3.12TxvmuWON ({•I/pMULLI078 MOD ND LEAST.I2STHICKANDA36.ALLANOHORSIN70METALSHALLEXTENDATLEA5T35CREW7HRFADSHEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYHESTFbL, 1t;-B SS. OR�410 S.S. MODUCTREVfSM as cmplri•I�11mflwTlaidS Bulld'mgCpda ADeetU99ec2DD o,�i iefaim Stale M �i\ltlifleitfli sria {0.58705 sfZL �11 A. Oil P, P-5- PLP.E58705 MWloq mA• 17a9 BBS• 1)s•9 7D1 Tit;7. tOR 'fAfn Yr4.B„ IL10, 1)ak 7l5 15t� ,9Te � 6S(n iBS.I 4f7 170A .7BD fa7a :aft e 72H 14s.0 MD • f427 737 S1aSL af4 1,ram' :ftsa The .12AT, ,ass :BB,3, 762 .,'�' 70 tOBA' 72S SS1A .fi9f aS.9• Tdt ODin a95 •Bb 7rA� {E3: 6B:R sla mm. 'srs ATa -S$4 td {T,a"A79 1D41n• 4CT 4'i/ •lti, .aSa. a2a •an I tff b: last, 461--a'7A_ ?72 a4a .5R :tbG Anv1l0T0%1 Pattafas gala. 7r :tyg 1042 tBL1 n>Z 'psa 1vR 'ttII.7 afE St1s 1f7d2 .ywn w, sw++ +•^ iSD t2ae. 9n iax Too as?.c 91a 7sT.a. �_ tone eta: Tc1x 7Bv BD7 eve atla TSB 74A en 19BA T{5 alA -aa- �A -7K- .� vt7 aeo ,�fr foB, J 1afA 0f/ 1t72 .T52' S!A 9A7' 1v¢7 TSB D27 96 •tm.2 �T27' �1+.9' = 8ii 95.t 71a , SS.1 ail Bfe 9M• CO lfi 14{ :W,7 GBS RA t49 •B2T BTS (iBA a10 76.7 039�'JBA• tssa• 725 852 Ct5 'EA9 7TA. B51 B7,o .a{4 'f4G4 700 e25 7B2 ' B9.4. fiJ0.. 7LT 4n9 LTv vt2 TSL 7A2. •f.20 6La 7B2 Bv2 B13. ABi 762 52A 1�21 .4t}• 75e G9.ff 597 36.5 7B2• �.i 695 �.- - -OaA 72f TAA BSD 59A 72A MA- EB1, 67d RJ BB.A GLi IA.6 72A fi7.3' Wi BB2 724 (ita •fi6T a4Ay 7T/1 SlB' 66B: RTf f{v,T If{S •I�7A JBB {IS St4 4T.t Ai8 19.5: SAB A2:II J52 'aAb BN BS5 .tAs SSA sJ4 aSA46; 2ba •BJS 42.t �(90 21.7 SC,' avJ. /zB 4fQ l9a' 476 472 if2 asA �{Ts .aB.6 /fA 7TA Ua als {90 '.20.T ale 42D a9s S]9 47B 2a1• 4B0, 215 l7e 2iA. 4oD 17S 4TB 212 'aio a,1S. �A. B77 49A 41Z T5.2 7iT_ 477 -20 42t ,20.1 4T7 2Lv' 40 19A 47T 70.9 eta 1lA a71 1ri 4of a16• 2nS' a57. 9A 313 as }bT ;« 74fl Sao '49 zza >� t4s as! eat a91' ifA -a57 1T.i 29t Z7{' 21.0 3Do. 2t.7 XM 44T t7• 4v2 SB7 1R9 41R -t7}, .2 wCQoo. 3(�•'E]:9Wamm• 1(S"lilee Ul4ual �ffa'E7eoUi9eavo 173'Eleau9r•:eat• yljoeaa. F(GURE2: FiG.URE:3: 'FIGURE4:. FIGURES! FIGURES: FIGUREt: o n o 0 0• e• 0 0 o e o 0 tip eo a °a e n a e RGURES: �FIGoRHS 9, Fl6UREZ . EAp' v •AtJGL•Fzt:UP'IfTGSLRES;9&S) MUSTBE'USEO•IFlPAIRs. WA I fffi1W 'aBBf9: 1 na J •--J y-440° j- neecphB9Baru1'v"n.F'ey+.' S xyfmf anfxro r1P2 t JDARO CLIP. TABLE NOTES: Td(BmI d`1t rfi ,1`l 1Y• SH TSFORINSTRUCiIONSO`Iu51NOTHETABLES]WDSI1EE725f-0R'iNFORKIATSONO7'1S:GADWQ•SEE AVWMEIHODS. 1���,�,0�;.•GE... 9HEETS2AFORGENERALMSA 2)UNE':ARINTFRPOLAMONSETWM?AULLLFNG7HSANDIOROPENINGWOT149%ALLOWABLE 23,HOL£S 3)-bWWON•AND'MIlLLIt9NCUPSSHOWNARENDT70SCALE.FORWGTDIMENSIONW5EE$H�T,52a-. FIGUiiESSHOW T06EDRILLEDW7N8FIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS2i. t•(Fl1 l SUGGESTED,:APPRO)OMATEHOLELOGASIONS. STATE. 4?SUSSTRAT6"COIVCRkiESNALLCONFORMTOl101. Sol SPE01FI0ATI0N6;N0LLAWXNDGROUIrI`U® OONCBETfiBLacltUNff(CIAUJSf�+1.tCONPGRM'7n�5TMG90.W00DSHRU.9EPRES9UF�-CR�T�.YELLDW H[CK •, �,fi�,�;�R�P�:,��ti �f�sS� ••.•... C'�e��� r O��}^ SDUTHEfi�VP1!•fE1NRNANSGOE33•AND 045`TFIICK(18GAUGE],ES'fRUCTURALSTEET-TOBE��FIAST 7S?S y-pdDS'C08EAM1T71MUMGRAO. T 1 1'X{'%•S2E A,LYNNf�I�.�,P,E. ANDA9&-N.L•AS`JGHOFtS1N70'TdEI'ALSkfA71•E1t7EPID'ATL�973SCREWiIiFtP1tOS6EY0FtDiHEMA7ER(ALS10& u12ANCHORSIN'f0W00DiJiAYgESTEEL.IE•eS.s.ORatOSS. i MUU.[ON FL.p;(:�{58705 atst c rr, mulff= Ca itd Tatrle gas Opening Wldlh(TorWnleaRf'dPeD»IOdmiflom)prOPOnfgg H°Tghtoorhod=daQy3PmvaQfc0ons7 ttom 7WM 80 L, 0014 Ta (n 601E 60W lcob 12ON fitWSDDIy 4a}Jn1rnR ReNuSP>sT Ttspltdea9• 5ocbn4t+ivr 7tu7101eaF Roc4�y 'OapffdesG ]LcdmpA T �HHOf� 9• P� �M � 4• � � �loDd'nII DWI oec To•!P e� �lpi]499 t 1 %4x�76 3aDdrtD ImdhQ LetdnO lsaSD9 inadeg faaRip loeda0 ladQ60 Alum.'tnbD 4"T' •a .. � �.. '�s `aa.. � �.. •;'sue '�^ Muplan � 3 � d D uF � a"� d � � ' � d� d ~ c S s � $ � � � E � $ � ttes sxt t7o,D 1460 nnD tai 7TAo 17a! troo a2t 11o.D t9ra 1 f483 71DA Iqe 4T0.n 1716 174e tDQ9 774E S{9F 1082 1ua - 71d itfu 97.6 6]6 (S7.! 116/ 9D,1 f� bB.S t]DT 9'LM1 67S c721n 1T40 Sla tNA Yfr 7J2A i109 152.4 1DI3 12s2 Sibl U99 99i 1422 416L 12b7 9Tb 89.7 i1B1 1133 GDJ W.E t1D{ 1673 992 BOS 892 112i a9s a9D 58} it2< si.7 89i 579 fS24 D32 DTa 7601 lTR9 fiY.O ODD 1te5 5121 i2n.8 gil 1018 Sit{ 116.0 93l 423 114t 106.E 81b 83.d j12{ ea5 .� sae :,t.e BK 47] 662 7bir. Tsar :f2J l7a.O 9Br 1>el tRl 873 all 732 7t2 w.1 D44 ead 7Re D{.O aK 61A BDS JSO W 612 99A eli WA Wk il+et dli 1itA -760801 -dr4- ots rib. TT2 8H b2,i 724. 7{2 b1.1 D71 ita 711 -iOA;:bti-i ,71;.74 N.6 'WD 31.6 742 19.6 69Q T7a 742 a7.5 58S ERi 742 efS ]J2 741 772 -5m--8R6 742 'fiT2 BTS 597 T42- 698 _631 {83 Jf4 gat 606 193 :/af 2t3 iDQ 7AQ 172 19,$ S1W 2W i6b - O61n_ .6b0. (C9 Q7Q 52.1 -bb6_ S)9 521 {l7 C7d {6S 513 00.! � JlA bOb 3l6 des a72 {DD 3(A n06 OJS 27.1 467 20A 560 Ella 416 140 SSS ai 4i2 1001n 6Z6 SBS J99 412 65S {29 -l67 040 t� 340 (30 3Z0 659 SiS 473 9BA n66 eS} J6T 2i.0 S6S 1d.7 1J} 476 172 Oe1 111'� nT-d SSb SAD 6D) {4a nb6 J24 337 420 2Bb {T6 �d 4T4 �}. {� 2Gb {D9 '128 475 7:L6 40{ fa.0 {7n 21.1 306 ie} 4T° Od7 1291n JS.B 473 1{'A JS) 34D J2n 3sA J2a Sib {79 17A 2Q7 I 1411n 244 33O 1b7 OOS 2u AD =A SOS 740 070 19} 2.T lob 310 ANCHOR CAPAGn YANU5 FIGUREt FIGURE2: FIGURET FIGURH4c FIGURE& FIGURES: mu] flGUREi-- • .. ---'FIGURE&: FIGURET . e e Fa n I I ANGLE CLIP (FIGURES 586) MUST REUSED IN PAIRS. anunuxwr.,,..... -.ANCHOR CAP. dULL10N CPP.n.,w, FORMULA TO OBTAIN THE•ANCHOR. REQUIRED' CORRESPONDING TOM RESSIIRE REQUIREMENT FORTHE WHEN R IS LOWERTHANTHE M=Or (FROM THE TABLE) OFTHESELECfED TTWILLYIELDAMEW MAITCHOR ;anIDARD cuP. ••-� 1.O6Y t•--• --•( S.00a° }-- n �� � I�'�"D?A21 TAHL2 NOTES: 1I SEE SHEEP 1 FOR INSTRUCilON3 ON USING 7HETABLE3 AND S iEET 25 FOR INi-0FWATI0.� nr Mi�ri ShdoPradOct t t I I I t 1 ON LOADING. SE6STlMs•4 TOR GENERAL INSTALLATION METHODS. LYNN j; 2)LINEARINTERPOIATIONBf3NVM4MULLLENGTHSANDIOROPENWGW�THSISALLOWABLE. �'�`O?�OFI{St;�' Y 3) MU.UON AND MULLION CUPSSHOWN ARE NOTTO-SOALE FOR SCACT DIMENSIONS. SEE 4000• A00D• 6870T. : •�• ' Na. = n. - -. SHEETS 21.73.HOLEST08EDRMLEDINTNcF-OFOLLOWWG'DIMENSIONALRESiRICTIONS SHOWN D;LSHEETS21-MVIGURES SHOW SUGGESTED.APPRO%IMATFHOLELOC;=ON5 _ �R 4)SUBSTRATES:CONCRETESHALLCONFORMTOACISiSPECIFICATIONS.HOLLOWAND OONFORMTOASTMC50.WOODS HAU..Be wz GROU%FILL.EDCONOREJEBLOCKUWr(CMU) SHALL � omt: "o lL Sri,` "•••'•' PRESSURETRamYELLOWSDUTHERNPINEWTTHANSGOF465.ALUMINUMSHAILBE 60ii37SAND BEAMW1QdUMOF.1257}ggCSTEELSTUDSTOBEAh11NUALIMGRADE33AND.04E vs.3-TTS To BE AT LEW.12S'ViCKANQASS.ALLANCHOaS T ��C`�� '•, 5l�r�P� `�• THIOK(iBGAUG�.STRUCTURALSTEEI 1.%4 X�7s i 1•Xi Xa7(• INTOMETAL.SliALt.MCMDATLEAST3SCREWTHREADSBEYONOTHEMA'CMUAL#10&$S2 •T•,Mlll.ION uuLUOx .unnn u suet a ret I -1A.R A R. 0R 410 S.S. A. NIMILL'=i�.P.E FL P ES JS8705 ABLE BA open 40h eSID 70fS AcctnRBWef TtoprrAa�. Rcam9'sei 7rspl11lnnF jigrJanftAEr 7mjY1 126• X L�AnO Ulan WdmO 4e112 1cc31n0 k°' alas"x $ 2661 Alum $$ v TuDOMa1L d9 §� gg hg2, g ll a1 n 46In - �uum •-_. 'QapfTAmO. Rvdgpubr Tropmlen0• RECE:n9otw lAadE08 SeedMu TL%h9 1, ImddC IOE@n8 Lagdnp SmdLO s��aall- � al ll I FIGURE I: FIGURE?: FIGURES _ ANGLE BE USED N PAIRS. FIGURE4: FIGURES: FIGURE S. o � Isis 33.1 41] ZSS 06 50,5 d0T 79b S45 2@.T {SS 26b 36s 19MA 43 1AA Sc8 17A i15 829 SIA I iLs x91 .ANCRORCAP - ITHE ANCHOR ,PONDINGTO AN FiL1L1]ON.1TWR"ELOAMU1 Ma'16 vn AADDDnQNAL NCHORYOPTIONS FTi QmTrm� ANCHOR CAPACITY TA3LE TABLE NOTES: 2 FORG NFI{EAALINSTAf-IAAmO METHDODS- FORMATION IS, LOADfNG SEE5IHETSRU 2)LINE+RINTERPOUTIQNRE7WEENMULL LENGTHS ANDIOROPENING WIDTNBISALLOWABLE. Lo WON AND WON CLIPSSKOWI'1:.14�iifJr,T4 6CALE. FOR b(AG7 D1Mr'I. `1SIONS. SEE 3) MUMU HOLESTQ9EORILLBUIN DiE.F7EWFOSiOWINGDIMMSIMALRMTR=[ChS SHEETS21-23 SHOWN oN SHEETS 21.2S. FIGURES SHOW SUGGESTED, APPROXit+1ATEHOLE LOCATIONS. 2� 4) SUBSTRATES: CONCRETE SHAH. CONFORi�M1YO�NFOAMTO JSTM CJ3D• WOOD SHALL CONCRETESLCCKUNTi (CMU) T GROUT-flf.LBD BE PRESSUR�i12FATEDYELLOWS0117FEERNPIKE WITHANSGOFI)6S.ALUhIINUMSNACLeE SEAMfNIM1JMOF.12fi"TH1 STEEL SriIDS70BEAMRUMUMGRAOE33AND I .2GpTAu 7Axg186 X265'TAUf110N 6as34SAND 0,S,IMCK(18GAUG�.67RUC7URALSSF.E1-TOBEATLFJ4ST'125'TWCK FALL AN HO72ANO}i0R51N70 6 oTH BEYONDTHEMATERIAL (S3.1mr 5- WOOD MAY ST " to - F[oMD,.., \G�� A.ifklaU �PJ-: FL P.E$ 58706 LELE9A ' 1NPI9aGOat,nDByTaMatlbdtpl ' OpORIQIIW[dBt f(atvetQeaN°Ba�t7791a01Dm)1sOPenln9 NWAfiI(9a7ha7fmQN7aDetltL�¢tQ119em7 LION SaoH eD1rt lob, 80t3 SDH imN Stab Wh Reet•0731a1 Ta3ti723nR ReCI7Da.L'T' T73p•ns.PR f7xSemdv TmPTkLR. Raeta,9Pter TFODLUir Aaam¢9kr TaP•IRBiq. XJDQ AOOIonWty Tml '"R Rstt009�r T 7aBM. ItOc1aBPOnT aka• �LondO¢i� wa w I0.6B0 taaK6D S 3 toaFaA L.4v [n06n9 ta�F¢ LDBmnC ta,dm tsasaa 11+x926 LDndHz La.av9 Loe'u,a C•¢cm9 InaD6,D tea4a¢ Jib g$ g tr ' -pg £g, ,Som.Tabn j3.. P 9, �• '$' $>f Q�� tip' I $ $. a 3 x o-• a Mile 'STan _620_ 1T0A 'i73 17¢D A! 44a l7a i70.P eae 170A 50P 5240 192 t7DD 519 570.0 1t1B' 440 •521 t33J S1te 40A a21• I¢bT' Ytta" ST40 a31 (0`Ll itte 1T0.0 321 95,6 111Q tIOA all 417 1740 703 170.o S21 T70A -aSv- _tlOA 330 teT� sie SiDA Nn WOJ W8 410.0 DOS b0.t 07a t70A aT7 44T3 We 1740 OOn 97A. 07D S70A 6Do aTA 910 ndA 600 T3.3 WO 1740 eeP �•323H 170A 747 170.9 aai t7aA 7D6 47PA a3i ]a4Y -9W- i70II _Lbl SefA 927 SODS 70S 11T2 9II 15D.1 E4Q ]41a 82T !®} efe a7,P P17 I60} CA 7D,i 9W iee3 a¢3 6ia 917- 13a3 893 341e Ma 797 4QA E12 YSCE aae RDAgot TiQ 11TA E0a 9tH 5 7 6 SWb a79 716 74a 107.0 �9Z-'T1A- -it9_ A 5aT E9T 47Z ba7 3Z T�(Q Q13 Eta i� 6 7ta in37 m3 mH 113.2 -7{6 1W8 O7i 110,t 7ta 1>� l7} 9S� �a �7 n7J e52 99 af9 077 stA aX su -D77- -T/A- -31➢_ M2 677 7eT 3L9 J67 61T 76T '11 etN 1'17T BT7 4D20 5(B Sal.i a17 1SaS Sa3 61i e �N 1mA aTT MtS af¢ e9T -e17- J'7A_ _sY9 .70.9 -an eas ea9 aTA OtT 7e} am 54D at7 7xe a94 a¢s an 4R7 {ef tte afi nu 40 38{ Pir -Qsr -tet- '31a_ _at7 ➢l7 te: '� Ztb 80.9 OtB OY.1 430 G 7DH TOS 465 71T a4tbflT<.2 a{o-.--Stz -a10 -iS3O¢Q a4'C(7,P- a{1a63 ata9As -342a54 45SP2S ieS iS1 48 372''i01---1W21.:2II.{ -a�1<ieaA} 424 ,HL 40- 5V te5 229SA2 a{Qm a3i9.03 {3Q6st ¢2il,8B sttea5 !3S6A2 (3aD III 398 59} {BS 5LB }aIq DS,2 441 atta 387 UZ tit 67] 379 fa.0 l(1 t'AA 272 {48 {(1 {ii ]W 3HR {lf iia aaa 3La t1[ 347 356 2T.2 tit 319 3l¢ 23A {it 31.1 3t6 244 t(1 327 x mh ai+4 DS't t3A � DSx z72 ST.O 3[9 3oa 39Z 32} 7ai 246 072 2aA 2a0 1JS a27 iaA a7Q 27R SII 39.i 1u 1Tl 732 ¢S,3 288 15� 3a fl.0 2ai taJ a!2 1e7 RB 9BN SSA 2B1 Jig yt0 z9.i 193 3p} zia 'SA 70! 20{ 233 2L9 z91 20.a 249 t9.1 2Bi 21.3 Z(t 173 2B1 fP.a 2(1 1/8 291 i7.t 79a 1F5 101 1S8 2a2 tmb axa �¢ 2s,t 7De gas mP 2t.1 zas t7s 2S0 BCD tot et}e i tea 171N 32S 310 Zit tW Le.9 216 1v,( 19< 763 Zt¢ FLGUREt: FIGURE?: FTGIIRE3: ANGLE CLIP MUST ® Q) BE USBD IN PAIRS. III RE4: FIGURES:TF FIGUREfi: TABLENOTES: t) SEESHEET N FOR INSTRUCTIONS ON USING THETABUZ AND SHM726 FOR INFORMATION ON LOADING. SEESHEM 24 FOR GENERAL INSTAU.ATION MEIRODI 2) LINEAR INTaRroa-h0R 6EiWEEF] MUl4 LEN1 �TH9'AND70ROPFNING WID" IS ALLOWABLE- 0 N AND MULTdON CUPS SHOWN ARENDT TO SCALE FOR EXACT DIMENSIONS, SEE SF{OWNSONsHF Zt-23.FiGURESSHOW SUGGESTED.APPROXI2 OLES70 BE DRILLED IN THE FIELD FOLLOWING M TeHDI.ELOR HAL CATIO S.NS , 4) SUBSTRATES; CONCRET'c SHALL CONFORM TO ACT 301 SPEMFICATIONs. ROLLOWAND GROUT•F1LLEb CONCRETE BLOCKUWT (CMUj SHALL CONFORM TOAS7M 0-90. WOOD SP.ALL BEPRSSUR6'f RFATM YELI OW SOUTHERN PINE WITH AN SG OFO-SsALUMINUM SHALLBE 6063•T5AND BEILMINIMUM OF 100°7HICK. STEEL STUDS TOBEAMINIMUM GRACE 33AND �4S THICK (10 GAUGE). STRUCRLRALSTEE,70 BEAT LEAST AV THICK AND A36.ALL ---- ANRS WO ANCHOTta51I�470WOOOMa BES'T�EEt1GBS 9A�0�SBEYONDTHEMATERIAL- 1250' 3.250' ,500' t2SX3�S'X.NIIQ' MULLION 81 O�3 -YN1 WLL2R, P.E. FL P.E,# 68705 ------------------- I �BLE10,4 SwtlDncBacaStY'TebteQbsM'1 mlETmisi DrOPenTnc Halfi:!((NhDQTA11�1l dP�f3T D7tiGDItlI�'� ppDRlnANldfhgolvo4tmDysPanaN9 tsom s4Bs+ s6Dnt ��,tx� o a So MI S'.![a TDN Botn sbw SaDN ro RleLnnrbr r.PTim. RTchnWbr 7DPIfd1D0. Rtdsn9ulu Tap7bne. 7UcttnWlu TbP'f °%' ln`6n9 ut�e L,�D Ranlwpav TrpRBxne- Ractxgdar Tm�� R LnedinB W6n1 Lmdin9 P o� Ttnp?BnD9• Pera9+s^e Tr��• gcdm� �1arli�eaeQ. R[n.d� Loafol 1mdJ�a isa9nd Wrdns Ind Lwth9 :26% IWo Ttrta a .. ? ".. ^ .•S : ? ==^.' 9- . :^ •�gy^�r, d 8^'sL n 25. o� �'E: a .^�• u c� uQ _ o•+�' uF o I E19 L1 F es• L71 Mt:lflon ,�.•2 =t ,�.Y v �.� c 5'� £ �'� 5 5'd• Eg �c 55 c� $ y'$ vie$E°' 3EQ� $ +L is ~3� - tan ixt tmD t9 trvo sx 0 1~31 __, Lu a T61n Tow Ott 7t9,S SSZ ltb9 sit 714D uu, ���� '•� ••._ --- y' •'^ ^• --' - - ?din S7LD d9t tTrd 7B3 11tA B9t 5169 7aT !L3 d9; iw.i }9 ass 84i 9fy Ti0 T73 a!i D/.t T7D 66.D 9DIn dS7 4i W d9fi TLS D7f 71! ieS 6T-t 4t L9] 576 6.17 t7f 64.2 665 .S'7] :Tt iZ9 b66 17.6 41 i4d �) 7b9 671 19.! 99 7dX Fit 3_T SSL 299 9ele 747 59e Tat as dsD a7a 6f.3 61B deg d90 b]4 dw J3] 607 i75 571 39] 9D 41D 493 75-t 27 77.0 J66 73S 59a 7LT Jn 19] d9d 31b Id! 121 t111D 5 B ft 4fi.T AZI t0D 3B3 441 73] ]93 3AT ti! 345 7B7 7aL i1i 7d2 7St 7£t JSL N 3T6 729 tt�t 7A9 7}2 54.1 J{I 2 S S6i 76 { u7 7�] 79i tt] TNIn 7tLS 7M 769 333 70� Ira 1fA 3JS 7t9 7TB 7B,B 93i S77 STB 7iT 7B 2L1 3T8 2I] 71d !LS dT7 1S5 717 Lit 77b S67 Ili . tN in 11.a 1B 2T3 ill 175 162 4.6. 177 SA 26Z 15] 'AB '=)=ANCHORCAP— TO OTCAINTWANCHOR S L FIG E1: .. .. FIGURE2: 7ABLENO7E5: :_ ... ..=»-•r•--t••-:�- �_�:. . ® � 1) SEEsHmr i r,OR INWTRUQi7ONS ON usII G'h16TAmEsAND SHEET25 FOR INFORMATION ON LOADING. ER SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 21LINEARINTERP0TA7I01 smWEENMUL1-LENGTHSAT010ROPENINGWIDTHSISALLOWABLE. FIGURES: 3) MULLION ANDMULLIoH CUPS SHOWN ARE XOTTO SCALE. FOR EyAcT DIMENSIONS, SM CLIP MUST SH¢M�23' HOLES TOBEDRQ.LEDINTHE FIELD FOLLOWINGDIMENSIONALRFSTRIOTiONS BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. TRPATRSr- _ .. - . -b SUBSTRAiES1CONCRETES>i3ALL. Q •FO(iTd�-@r 3o301 SPECIFICATIONSHOLLOWAND --- GROUT-Fllr C.DNCREMBIAGKUNITl� u.-""NFORMTOASTMCSO.WOODSHgLL FIGURE4- F'GURE5: FIGURES: _ - - BgPRFSN B FZ-AT DUaLOWS07H1MM[ HPUFFWTUDS OBEAMNMUhNISME33SANDBE ® ® OWTHICK E18 GAUGE). STRUCTURALSTEFITOBEAT LFAS'T:I2S'(}pCKAND A35.ALL ANCHOR ANTO META TO W D MAY BE S EAW.18-8 S .OR41040S BEYOND THE MA1T�ilAL 70 910 &�12ANCHORS A+1T0 WOOD MAY BESTEEL, t0-S SS.OR-010 $.s. mm ND.SS'/05 rT- %��c •.. rl.OR1�A.�C,C`� • ';s��narTinl• G.�• A. �f)JNiNfICi.�R. P.E rL P.E. f SPOS .25 3.9A Raclaogdm As Lu.d+CXMA .tam Tut a ? 3SRIIIDn $ 6IDmon CDpodiyTEt 47ranN9Vanr 10IgBlU-"9 udr7TnufQm)D lab 09 S2 SLtivld� T14g®y' RnhAVu1V TApTA-o. R�"""" Lolft L=12v W24M I.Sr 9 Sesdb9 U g 9 L� `c �c 9Su =�c .�'�• d�' S7. �� s TnpIPom9• Rrtl¢Ddm 7npTUDD• R Yle�pR�se9. T.erfaA lAei(n¢ Lecdbp Lq i+E fa in 8c Fa FEIn .D ADs6T 17D.aD 11795E6t '5S77D0A.0 5S0S9tDs 1116aiS9 1SSiR6 lIT6D4A7 T'¢cw49 1r7.5.,.t L..i.tt. ...- .- FIGU E {: FIGUREZ TABLE NOTES: Q ON 9ADu ING SEPSHEEMRu 24KkGENERA INWAUAllOONME RCDS-�FOR[NFORMATION 2) LiNEAR INTERPOLATION BETW 1EN MULL LENGTHSANOIOR OPENING WIDTHS IS ALLOWABLE. FIGURES! 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR 17fAOTDRENSIONS, SEE ..... .--. _ ANGLE-- SHE. _ •2gHOLESTO SEPRIUFDINik±iK._ O -- - -- - --' - - OV'J=6(f6 _ pleL OLLAWINGDIMENSIONALRESTRIO S .:CLLPMUST-,SHOWN-OtTSHF.ETS2i78.FIGUR>rSS}f#'S$Fa?PAPPROXIMATHHOLELOCATIONS: 1NPAW, d)SU65TRATES:CONCRETESHAL.LCONFORMTOA013018PECIFICATIONS.HOILOWAND GROUP FILLED CONCRETE BLOCK uNT!(CMU) SHALL CONFORMTO AM G20. WOOD SHALL FEGURE4; FIGURES FIGURES BrzPRESSURS-7rMTEDYELLOWSOUTHERNP)NEW)THANSEOF055-ALUMINUMSHAL-LBE: AOMTSAMBHAMINIMUM OF IOV7HECK.STEELSTUDSTOBEAMMMUMGPADE33AND t1g5•THIOK116GAUGE}STRUCTURALBTEt3.T0BEATLEAST.125`TSVQNDA3&ALL ANCHORS INTO METAL sHALL%XXTEND AY LEAST 3 SCREWTHREgDS86Y0ND lilt MkTF7T1A!- t>{o al;" A"ICHOftS INTO WODD MAYBSSTL> 7.iaa ss OR4{O SS *61m ���T 4Y�y 4yll ' jcCNsg. 'i�'• No.50705 �'� J 15 1 Ff bD ILTZ STATE 0 " i4� ,YNNMIU- R, F.s FLP.E.M705 r ope¢fn9vndthUPrv¢r4dMSP¢ndnam¢➢fons)ur0 nRnf1 °f iro6 twtn t1¢¢ iaom _.. RIP ma SOIn Rcclnpty Tm+Tdmd. ReclmtDDu 7taWt11s"7- RawaDUL+T Ttnf'16Lnp• Heulmator T AanF nas r 7R� nneea RrJ:s*er try n Rxtunpuss Tc f>tctaa¢dar 7mM�AoOnB Ax�� a T ��, �� �� ��p Iaida6 LmEa¢ �nD t^�17 ld�D lmEn➢ b ,T� a 11¢sn.7olt0 P... 't TE... •ba .. fi.. Id.-.� M1S¢IHm i gge S &� $g E % a AR d a it s a„ _.---_ ._. .. _..,. rmrt ,tea 77cL 521 S7A0 S7dS 1TOA 52t 17AD i9C 17A¢ m 721n S70A 1051 570.0 eTS IIaD 1175 570,¢ fA6 40P Sim 47A¢ S72D 17P,0 'i 78f0 t70.➢ 1f72 pR0 D)T {70A t3R S70.¢ tOSS t7A0 1ni¢ fTR¢ fi09 l70A t7Di S70A Ssa t6Et 196P fl0.0 1421 IMP, t95¢ 170A t6c¢ 1Zs.6 196D t¢fP 764fi SOa1 1xD 1sSA fm3 129 D6a jug .k3. 7eN Ti¢.¢ 115t R0.0 9S7 17¢A l66t 170.0 71t6 570.0 1$it t7RD 7259 179,0 1652 IIDA 13e]t f6L7 1z01 11A¢ 1474 •t37.i 1S6t Iola ISO¢ 1t4A tS6t S&S t4A 9S2 1M ta9.6 %11 l'1D ISO 70 Im 5464 Z29 70 06A fe'1,4 t21D 1616 1asII i�zD taB 12LS 078 IOSS taD St12 iP6i 92S {� 94➢ 1fOW eW f27A tn9,6 its 77.7 tag fSL4fiola Ica 1S .1 AU 17% eII9 t$?1 t59 97T Obi 1N 10.1 771 sozh ta1.5 a7f 10sD 5T7 ¢fi. 97f Sao S9t 74A 9Tf T7,2 DS4 fi4.T 971 eLA mY 573 Dri 6tS 615 6t.S DSt t;6:5 OtS iaS e'if 4DD 796 0'fA 9T1 4oil 44.L M2 7S2 3L{ m 4.7.1 77t 13otn .S 7r0 7AS G2a TSa d S7E d3.4 7n6 iSL >bs 4b2 7S6 55�-4 5S6 41,9 Tfi¢ 44A 677 3TT 78S i0.6 'abn Zi,6 Ton N2 ¢St TTA 7m SLO a41 *MS Ten S 8']�i j"m 4¢.7 VAM2 �< s16 37.0 �S 57s S1,y 4p{ gy,7 saz <Bi 241 S4➢ 451 47n :1.0 ts{0 aA 474 itr2 SJs iDJS <S4 16,6 St6 i7.! ANCHOR CAPACtL7Y Ap,N57METlYFORMIII.A: TABi-E128 Ane6arGpnHtYTOMa lhel ANCHOACAP.,,s,,,s _ANCHORC*.w as¢ta4 llmvxi74u F910EtMM Fr 14s:ac I� )X MULL' CAP.,,o•�,s�- suaw:e 9.T,:rna:We tmssexe vJs•Fxn va•sssuo diPsfai W2slul ems USETKSF-0RMULATO )BTAIRTH=°ANCHOR s16•Fha ,yf6•EtcoUGren+ 1frEi:efl5racan ApyzSttPr t19r4etn AgytGBer sc�ttC;s)sau (GS] 6etzr t¢>) AncNt—'Etc¢INxm Yp>B:oUllacoR unracen CAPAcj(YRERUIRED'CORRESPOND¢,iGTOAN Anch¢r01(pP4ttasna atiz' T &11r r zvr D•' av0• _ °'Q' eu• °' AG?UALPRESSUREREQUIR=MEHYFORTh- EaOcttstmeaiU7 1• ztlT T vx0.s OPf:NNfNG,WHENrMLOWERTHAN'fE;ELWWOt ra as�mf t91r tar tair tss r +ter 1vr 1-1I4• t-vr tvi- S�trP 2 � 1yB' CAPACITY(PROMT}SETABLE) OF THE SELSOTED ssnaa°®usJUM1oe,Jstaaans nromt f •t�� tea' �e1°s 0¢II t64tms y¢ev. zJnec �aa++ 74am a7a mo ssifnc �6A Isom lstnm MULLION. IYWILLYIELDAMINiMUMANCHOR 4As043fl2•d9`141M1 O,G191mee#Nrt7RfeUC9P f8aS 7W Ns 7a�1ta 75alas 1W Rra TmT� XA 7➢DJtn a �� '¢�� 117¢� CAPACiTYWHfCH MAY B[ USEDTO QUALIFY 7Mte 74attn- emla lzDEms ta2141 fi6iia lt91� ADD I7fONALANCHOROPTIONSMOMTHE snmtez�urfuAoarresP +¢z 4L51oT >a� .__. _-- ClRCLED VAf t1ESAR:s_ 115FA IN THE �CAMPLHON SHEEP24. 8Y NOT�FOR7HEOFFSEfCLIP,USET1gSA3AEANOHORPATTdRNANDANcHORVALUESASTHESTANDARDCLIP. 2,01 Mfg �Ig. FIGURE4: FIGUREi: MGA1lri f 1 tJJ JJJ IIRE2 RES: FIGUo TABL'fiNOTES: o e a e e :1)SEESHEETlFDRR45TRUCTIONS.ONUSING•R{ETp9}•�FS�,FOB..�R�FORMATfDNON[DAUING.SEESFirsT32�FOR � {�� •'•pENS�•'•.FP _ GEh1EFWL INSTAUFTIDN METFIOOS. �� 4t r % RGURE6` 2)LINEARIHTERPMATIONB£THENMULLLENGTHSAND(OROPENINGWIDTHSISALL07JAeta ar I4,00t1" 1ao.G67("^' FIGURE6: " 3yMl1LU0NAt•IDMULUONCLIPSSHOWNARENOTTOSCALP-roll ACTOR(�1StON8,&EESHEfiTs2i"23•HOLESTOHEDR¢t0LE u�` 7HEFlELDFOI.LOWINGDINMNSIONAL11SMOTIONSSHOWNONSAEEiS2'1-?3flGUR[ SHOW SUGGESiF�,APPROXIMATEHOLE �,_d'; yj�� - LOCATIONS. dySUBSTRATES:CONCRET'ESfiALLCONFDRMTOACI3D{SPECIPI(:,ATIONS•HOLLOWANDG1iQUT•FRLEDCONCRECEBLOOKUNIT %�`�•''.,F20RSt?;'•'• �}';�� ANGLECLIP FiGi7RE7: FIGURER: FIGURE!?-- FiGURE11.1 : (RGt1RES65,H)(CMNSHALLCONFORM70ASTNfG90.W00oSHALLBEPRESSURE7REATCDY0.EOWSOUTkIERNPINEWR'iSANsaOF0.55. 2,xp.X.2S14ULUDN �'is`�t�Ol�;�i�tG�� � 8 „ � � MUSTeEUSED ALUMINUM SHALLBE6063-TSA)'ID9EAMINB+SUM OF.I2STHICK.STF"zLSND570BEAMMSMUMGRADE'.�ANO.OdS'THICK(18 aL�ly�� P.E. 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SEE SHEET52-4 FOR GENERALINSTALIATION METHODS. �// 2) LINEAR INTERPOLVACKBETW9ENMULLLENGMSAND(OROPE INGWiDTHSISAUAWAELE. a A a• 3)MUt.L70N ANp MULLION CLIpS SHOWN AR>;NOTTO SCALE FORE)CACTDtMFl1SI0NS,SE SHEETS `1': r N0.51i795 a a e ° •• ° ° 21-MliOLEST08EDRUMINTN MMDFOLLOWINGDIMENSIONALFtMTRICTIONSSHOWNON _ FlGUPEY ETGt1f1Ec EIGURE7: AtrGL5 SHEETS21-2H.FIGURES SHOW SUGGESTED, APPRO) MATE HOLE LOCATIONS_ � �b - a a o a e m e e CUP 4) SUBSTTI ,TES: CONCRETESHALL CONFORMTO ACI 305 SPECIFICATIONS. HOLLOW ANO GROUP FILLED �� •'•. u-{1ATEOF . {FlGORES 1) NOR$TEBLOCKUNrr CM,%IMCONFORMTflASTMC•SO.WOODBRALLBEPRESSURS-TREATED ;0,¢.'•,, fj P,: '5 o ° ° MUSTHE YELLOW SOUTHERN PINEWITH AN SG OF D. LALUMINUM SHALLBE8063•TSAND SEA MINIMUM OF.125' e o a USED THICK. STID.STUDSTOBrAMINIMUMGRADE33AND.Cab'700K(18GAUG )STRUCTURALSTEELYO o a o e a PAIRS. BEAT LEAST.i26'TMCKANDA3S.ALLANCNORSINTOMETALaKALLaaENOATLEASiSSCREW A,L`rfVNtFaIILL�R,P.F- THREA'- B,4&NDTHEMATERIAt_#10&#12ANCHORBINTOWOODMAYBESfEE1,18•BSS.OR410S,S Z'Xa'X25` MULLION FL P.E.1F 58705 F3Lt 1qH y Opatling W141h (Ta[VadcA -- --'eax,-- - - --- - -7aN -- -I ---- --am3' R - --- W y,-- --aWpahl- RadanaaieL-T,a;'.rang•--Ractua�- TRPT�: RFtatgClat l�aa7• t�0 �6" X 2 ti" L°� La�^a Lwdiag LoMYC �'� a s_ H M ..�„erTme 9lTS EXo urtam LC Earn U9tam I�ra�,al artsEzatmxcmn _I _ 1,l•EkaUfla:m �nsa�caiori I Alyyj�•_�le�l[;31� S^mt (GS) Anmh.rCBP Patlama TABLENOTES! 1) SEE L7 SHEET 1 FOft WSTRUCTIONS ON USING 7HETABLES AND SHE25 FOR94FORAIATION ON LOAMG. SEESF��iS2 S FOAO> NERALiNSTAUAnON MEfH0D5 r ' ------ - - - -- - - - - - - _ - �.I:WEAR-INTERPOLATION BaMEEN MULVLENG;34i ii4I _ gpP t 11 QgbTHS ISALLOWASLE. , PIGUREi: -- -..._.... _ S)MUWONANDMULLIONCLIPSSHOWNARENOTTOSCA[.EFOR40(CTJXMENSIONS,-SMSHEE1S21-73. ® HOLESTO BEDR1lS-ED IN'�i'L FfELO FOLLOWING D1M�1510NAL RESSRiCTIONSSHOWN ON SFiiS 2123. 2.115 t� FIGURES SHOW SUGGESTED, APPROXNATS HOLELOCATONS L .1?a^ ANGLE CUP MUST13E USED IN PAIRS. 4) gug�•RgTM C.ONORETE SHALL CONFORM70 A01 Sol SPWFICATIONS HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALLCONFORM TO ASTM CSg. WOOD SHALLBEPRE55(JRE•7REATEO YELL OW SOU THERNPINEWaNANSGOFDS5. ALUMINUM SHALL BE60B3-T5AND BEARNIMUM OF.10' 7H(CiLSTEEL37UOSTOBEAMIMMUMGRADE3SAND-U4STWCK(IBGAUG4smu=RALMMELTO HEAT 1.¢Cx2.it•X.t2SMULU0N L(EIEMA7ERV+LC ANDASGNCHORSIHORtRTO WDOD MAYBE STEEL, B.S.0R41DSS.CRhV'MREADS BEYOND (KMGAALTrNMUWOK) nc acallo16-021,s-d3-- I HoaDat St�21 BY Dadar,odad ,,tltllllN y T t1o.5b705 tt .i J- A. LY t$ttv41 . P.E. FL P,SK5S705 - _ - � ppaallH�U1(iort2tG�1 7010 bv- DEG.AL 9AYML:LL Drtrri2art9AbPamlg?�ORD) twin � e cia 7totYMenB• flaknPBu adDD Loft Loodtm 4 g i�- S -- - tCd 177.E !!5 128.0 74! Il08 fSDII i54 660 m staa r i08 780 85.1 Dti t2.D '/9D tR! 8t8 9.i s S°•"� T21n 14DA W 147X 764 97A 6b7 70 700 95,9 dlSZ 6R5 78! 78A f4J W.9 78D 7L7 SJS !!d T9tn SS9a 79a (25.1 690 B9.d 17a] 1a!•1 DTS !4! 707 DL8 71d T0/t 8{2 ihi T� 85T 48,2 TtA 5R4 694 3l.6 760 582 68s J{9 7SD 655 ti 7iD t[SS 737 BLJ 7ti0 841 Dig 78,1 79 tLL9 E.Y7. 32.2 790 7T.t 62( ]!.t D01 i09 4e1 J4a EDS J6a d5$ ?5.0 Ed5 JS.J .I43 YLS SD1 aLD i/2 79tn 110E � �9 48t $L9 l8.1 Si.6 4!3 Nit d61 iD9 qs A27 6!5 44.4 iDJ 400 2i.2 A93 20,0 ]64 7A.9 i99 25,0 590 eDtD T2-t 601 74a 500 641 KL 427 AT •Iss ]!9 i]l 417 ao3 88.5 its TJS i95 ]i2 i09 21R i93 Z8.1 (81n 69� i95 0f.7 4Q S47 iDs st3 •lit 42i 493 % 59{ 2iB Say 'm•9 58t p,6 Y!A AA ]9i 107 Rt ti.9 591 1T.4 ]Ss J91 c28 392 WA ]91 J39 a18 28.D JDt ]t.i 512 2¢S 50f 27.6 31T ]T0 2D9 ]ts fttD yD 7[Lt 30! 1w1n i1] JDA Zl5 4y ] 792. Sit to sah J7D a91 355 Sl0 90 21.7 yTT 2LS 2Da a� 18A 17 t88 Trd 148 ]t7 I 1201n ]!A =7 *01 Z99 RL7 ]f7 ?at mg 14,1, Oa = VA 20 ANCHOR OAPACITY A13 sNKtlac6271`ML1.0.Cf.1212tSAwe __ RGUftE 1_ TABLHNOTES: Y-^--�' 1}SERSHEEPIFOR INStRUCTIONSONUSINGTNETAM-ANDSHL T25FOR1NPORMATIONONLOADING. S-ESHEMz 2,4 FOR GENERAL INSTALIAMON METHODS. 2)LINEARINTERPOLATION BETWEEN MULLLENGTHS ANDIOR OPENING WIDtHS 1S ALLOWABLE. FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOREXACT ONES IOWNSEESHET$ 2 )iOLBS TO EEDRA.LEO IN THEFIELD FOUAWING DIMENSIONALRESTRiG710NSSHOWN ON SHEF,i52i?9. a o m F(GUMSSHOW SUGGESTED- APPROXIMATEHOLSLOCATIONS. d) SUBSTRATES CONCREfES}{ALI CONFORM TOAC1301 SPECIFICA7TONS HDLLOW AND GRtT i cn FIGURE3- CONCRETEBLOCK UNIT (CMU) SHALL ODNFORM TOAS7M C•96. WOOD 8 EL4LL BEPRESSURED• YELLOW SOUTHERN PI16WfTHAN 5GOF 0.65.ALUMINUM SHALL SE 80t33-TSAND .125'[I aoo �!I°T}{(GICpS fAMICK OEAT 1If TI•IEMATERIAL.Ko&12ANOH RSCINTOWOoMAYAEESTEEIi&S.S.DR41SS.CRBEYOND ANGLE CUP (FI IGI URESI-3) MUST BE USED IN PAIRS. avIlAY MULLION .CmnprylnE W1n11(16 �'lmxi a��rrnDlra-ozi8.o3 _ • r 7sxo 2AZi By Mi TkEo77adutt 1S I1lIJTr! i i 2�'.' • JCf14SE •'•• � rt :' A{'�taliN FL P.E+r 58705 Wd RBCDnW1s7 1 3.26"46 lcs®°D _ DEG.AL a r d NIaI6Dn CaPa➢IIS�TAbIo (1bB1RlT 10penln0 VL7dth (fa7teAwIN-BPHrr77Df11tJGDtss) Di Opanin6 HBIQht(fortamm�lalt}spetsi7g 014[Qau) 701n to in @DW i4o rn 17Dtn v T�'01aa0• R°cWn➢lu Tm PB• RcLo�u T Ra M u LLoaddan . ftae u La lnm[ny LemSEQ d d d 3� 3 d �i d.e ri 1i 8 t�„ o ct•m G IOD1n SO10 1466 BSB 125�i SO40 1272 812 401E 1010 if{I B28 00.E i0(0 iDSB B17 B6B 701D 0EA 7 m 723 SbiB 1010 1446 107 f04a i1>8 1E2 749 7a� BOB Bet 733 BOB 623 778 6T3 90B 7t7 7fd F0.1 BOB 7I.2 71D 42A ina 70A 7aa '1 76 lfl 13T-} Otll l438 'M 11441 BOB yyQ 7T5 W,S cr4 107,1 76l BS➢ ,E0.7 Da•S 4BA Bat OCS D7B 097 WS BS.T ffi2 Wl 1= 754 SKA EDS 5773 73E ODA Wf HAE 721 7BA EBf BAS 713 70.B 0B1 BIA 70S :bSA 0E2 TSA as 03A BBf Wf 78 D: l271 �B SL7 NB W-1 BFB {EA 616 30A b3T {1,2 61B •i7.0 S70 Slb &0 N.E SIB 2BS 6f6 3a2 61I 2SA 6i8 20.5 SDT WN FL7 OFB LSA B74 t'A.P BiB 7Z1 a3F S➢.1 SBB {i4 47B 9,L1 SB0 38,1 470 20.f WS �4 t1B YIA WO 3E,5 43x 2fA BBB 2B7 447 M7s B62 SW TG7 50E SBA 5B! SAf 40➢ {BI 566 9Sd {O1 42B We SSA 4A1 5L9 17A {{H 2O,t 3B7 i5A 440 lee 75a {05 38.9 jF➢ {12 3➢D 7t2 4FB 35,7 363 20A 444 317 3B7 288 A46 2E.E 3D2 a.H 440 ZSS 377 7A0 4F➢ 2LT aa8 tOB]n 47.➢ 44B 4e7 = 27.0 42i 211 057 us(RB 20.2 SB2 221 e75 2t0 sSB IBA 42! 7DJ WO !! B (26 i ti6 0a lit A }41 475 6J1 3B$ 06,3 i75 3TA 37H 3l5 425 � 021 ILO704 2L0 3t7 IRA 36F as 013 STS 0B4 13T 309, t2➢Im 3F.0 3 35S H7f' 7Af 06F 20A 32B 243 3a4 25S - . 14413 202 2A =10 213 I 180 2S1 4.1 2A )X`MULL1oNCAp-ANCHORCAP.— THIS FORMULATO OBTAIN THE 1111CHOR LCfTY REQUIRW CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FORTHE g1NG, WHEN IT IS LOWERTHANTHEMULLION ACITY (FROMTHE TABLE) OF THE SELECTED LION. IT WILLYIIIAA MINIMUMANCHOR ACITY WHICH MAY HE USEO TO QUALIFY MOM ANCHOR On DNS FROM THE Florida FIGURE7: TAtiLENOTES: AOmalvancmNm ita+o23$•?O'Ll Rx I=Dw ° S)SEE S•i1EET1FMCI 'N ntUanaNSONUSINGTHETABLESANDSHEET25FORINFORMATIONONLOADING. SEESHEECS2�tPORGENERALINSTALLA710NMETHODS. IIyy N1IBm L� 2j LINEARAFSERPOL kMON MWiEl1 MULLLENG7HSANDIDR OPENING WIDTHS M ALLOWABLE. aormaytz FIGURE 2: 3)14UfIJON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOREKACT OQdBNSIONS, SEESHEETS 212a. FIELD FOLLOWINGDIM$IONALRPSTRIGMONSSHOWN ONSHEM2473 AV ds' y���d .�\� � �•., 1� ice'_ LA e m HOLEt3TOBEDRILLEDRMIE FIGURFs SHOW SUGGESTED, APPRODLIMATE HOLELOCATIONB. + Y 41SUBSTRATES: CONCRETE SHALL CONFORMTOA01301 SPECnOATIONS. HOLLOW AND GROUT -FILLED • ND. 56 f05 3?S0' FIGURES: CONCRE[EHLACKIM(CMU) SMALL CONFORM ToASTMCa0.WO0DSHALLaEPRESSURE7EtFa7- YPJIOWSOLrrHFR.N PINEWITH AN SG OF 0.55. ALUMINUMSHALL BE6063-75AND BEA MNMUM OFAW m m m e THIOKSTEELSTUDSTOBEAMINIMUMGRADE 83AND.04S'THICK (18GAUG4S RUCTURALSTEELTOBEAT 45'BAY LEAST,i25'THICKANDA36.ALLANCHORSINTO METAL SHAD BMND • MULLION OR410 8.9. :�A •'•., 1.7,OiLtOti •''G�� e e THE MATERIAL.tICA012 ANCHORS IN TO WOOD MAYBE STEEL, 18.8&S. ell ANGLE CUP (ROURES1-31MUSTBEUSEOINPAIRS. A,7CYNNIM��L.ER:A E, -- R. P.E.;15t;r 05 -11,000. r i --j 1.006' V.-- 1'X<^X'.t25'MuLCtOiv -r.xrx.676'MULUoN 1• 8063T6ALLIM LLLON 1'XZ77Se flov.TGALUMl, SOD3T6'ALUM. / D:SE0001f X3EGTION I L 'SfANDAA4CLIP II z00D` SLpUj.I� 1 2125 U-DLIP ' '� ' IIIIt `,s08JTDAIJJM. t -i2s' •' xsE,rtloN 1W5 .740' 1���ijj 650D' c XV 3.1?b' _ i �AEAFTE�F-�IP.SEE h1Hd. .Q �CEfAIL"FMrN.iSFniF7d .338, MI& 6115346ALUM. 70PVMN ---�-- '800-Te:ALW+L ' 'DSNTE�ZOFANCHOR. -O£NTC%,OFANDN.ORHOLE}u14}-US TOMEW HOL'MUS71]E WrhjW. HED MtED.EOUNOARY.SEE WITNWTHE.WIED: SH-S47FORTAEAKCHOR0:0. =A7. g D�$7�Hpg,MLNf(6SUMANMMM*fE'• '-AmcHa o.0. RTNE �DtAMSTEFtfiNCF{6ROIAME71='RV' 71165 .NdCHORo.C. TABLE S DIsrANCEj.Va0M4UM _•i1---+2e 21(SAROLECLIP 6063T6 ALUM. zany, xsscnoiu LL- .12s .37b' MR'L --.�-- �TSANkECUP 603-7dALUNL 70PVE:Y+'• FIVIASHED DARY.SEESHtE=tSrM7 FORM -ANCHORO.C.DiVANOF.14 f,UMANWOR - HOLE OWMETER: ANCHORDWMETFA+utr- PGTPalt# j-•1.2sa-1 2.ttb` -125 r.17S soa• T 72sX2.S1'X.77S' MULUDN 6ae3TBALUM• XSEC'TiON 01—Ii81Cil Voiue_(DJ F.dr MuHloir.• A I CUB •6 z6s4 p X2. X.12b' C 4.895 Aivminofi Tube Mu6[on D 0;74D A 1.' B 2.404 4X2•X•578• c •0.555 Al.6.UM Tube MWI(6n 14�' 375 ANCHOR1fOLE ton fsha" D qucHDRMuBlon SULOR 66ot011p :U.Cllp AnEla011p C MOL D}AMETEfLaYl1[.. .125' (5) 86605 866'113M' 6s611S8M 6667rf3; emilM D; .37V`P, '686D06, £8611 66611i9M eummM 686612NI A 'X.S75'1('7} UeSD7 6E6115M 6MI20M 6662451A7 668519M U�illl�,M-1111aloll •X.s50 (D} 6660s. 666S1s1}l s66112SM 66624S° XSeO" (9} 666'37N 66M116M 5661114M 6S6242M' 866S15M8" XZBS (12? ' 66641M e6s(iT7Mfi661113M 66s51s1rIA1"X-A2V I jib) 69370' DUA MIA N7A 666517M QFFSECCj NOTES . '8663.7D ALUNL TOPNEId "I.}FiOLESTOBEDTUMINTHEFIE-DFOLLOWINGD(MENSIONALnSTRIDTIDNsGWS•1oN7HIS5HEET. 4 •2}' SEE'SH, EErs5.2D FORSUGGESTED, APPRO)OMATEHOLELDCAIIDNS & ANCHOR 0 C DIsrANCE. 3} SEESliFMe 2-4 FOR GENERAL INSWINTION METHODS. - 9E 1"X2]5"X ,75! :s7&Atumlaum 118 lobe MuIIfon 0 Min. •312 1' X2.75• X 1.000 .650k L476 Alurdnvm :836 Tobe•MUglon. COD0. 1' X3126'•X L837 ZrAluni ),863 Tube Mal 2.625 1:25•X3:1B8' 3:25L X2§s"A1um O.er2 7u1�e MNI 1a6z S28^ X211"� 1.818 ,i2i^ Alum TUb'e Mull' ``�ti`8��• •cENse''•� gz A LYNMimj:�.E FLP.V EB705 i � i ' ellliill � i i i i 2MIi 4 J ZMANGLECUP x j J /�� J // �•l% �/i/i»ili!1///N///lJ/iiJi/iilliJiJJJ//JJiJIJJY I / - i t'X4'%rlti t'X;}^X�75'' 1"XiY%.425 MUWO1l. f r 1:tl1L 0" 'ildZY AWM. °S'TdUL1J011 .60 2-ECftON 275' .'6063.7&ALUM. X•SEBT{ON 1 XSEOT(ON' MIN. - 3:84' 2B7S 1?5'K3;25':C.SOC12-rX,?25X.8'A' 'M-TKAL MUU:I.CR�4� MLiL'ALU 6dtr5•TSALUM. 59a5-TSALOAL •XSEGDON 6075=f6AU1M. 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TOPVIEW Fats L LL�f[ulef� N.. 587O5 't rU•'• Sl [UF .O� •• .F%ORIDF:.� G1 �� A Ll?tN}SIILLER Pa FL P.E,$ 58705 1 IN• THESUIWINSSUaSTRAWISKNOWNTO'B2*001)ONALLFOURSIDES.eRiEVANDOWFRAMEDEFTH152114'.TfiEOPENIciGREQUIRt;SApES!CNPRESSURFOP-W.0.07.8o-Op8F. i) LMTWLL•YASSUMNGTF=Ail.NADE MULLION.ISZWABLCTHEMULLICN 1J31GTH IS 72' AND7HE CPENINE WIDTk IS3Y+�2M'-a . Rt FEAE6 oe 51=7?3,-MECOLUMNUS!NG 'WONTABLES0 SIGNPREMSlIRE3MGIAUST91 UStF..IHETABL@GOESNOTSHotiyYHEEXAC7saE,Us�17}ENEXTLARG�917FAVWLABDQW ¢LE HOF2�1/d'ANp'W14LMEE'fOREXCEEOTFE'RE RED �-SEE• FRdMTASLE 3N SHEETT,THEI"XZ7SX37S'MULLION (LENGTH.= DPJMTNG kMTH=70') MMTs7HEDEPTHREQUIRM;HOWEVMTHeDE51Li!•PRESWPklS+l-663 PSFANDWOULU DfTNCb, NOT•BESUTTABLE FORTHISAPPLICAMOI•L SUMSHE FEtbmN sLE, MAY.BENS'TH51'XSA5'y.:Wo*MUNONCLENEEANOHORCAPOPENING ACV QVIRED FQ LBS FIRM OF+/-727PSFWHIOHFXCEM THER�iUTAEMEJISFORTHE CpSt;- 2) USETABLE4370 FINDVEANOHORTilPE, ANOHORQVAWIIYAND CUPTYPEREQUIRED FORTHEWOOD SUBSTRATE. 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