Loading...
HomeMy WebLinkAboutNotice of Acceptance (5) i 4 I" 1;IPA�E (i A{�ROVI fJ�II.+NU1�:i3 �RCVI,fiE00018MIT t"��3;NT-Tr�DI 15U1 AIT NUYti1;Ul t�' D r I-'ORYOUP,li�F0111VIAI10N Sobmiltaig are revloylod N eaitrb,7ttansa ►'aa.''tletri Iptaut MlAN1,IDi�DE a@d gnnbrel eompllanea tiviilt rite l,onirott #TactnnUtlls ata1J., i Notoll its lip Not Aolhbri2e 011iv0s to t,tnlYact-S'.Ia NJAM-DADD COUNTY A Local,t otnlnsnfs sntllor.currectir,;�s t147:Ilo�f t�fibVB� UCI'COI�tTItO&. CTYQN DUPAWMElar olt!l7x uz.��rozax � r ryg TS I �.-url-40(13 h '�>1oi;�.11 fse- as StVzs street,Roan,209 D6ARD AND CODE A,11MMISTRA l�� j1bAS[6>e for eODllJfll(!l!S t}ll.{I R�YtCt{I 5f-2590 T(786j 3 tS 259� '� , Ij$, ZVI(71ii(.fi�a��''.flt� •,' �SHf�t'Sti� 11110mtCt(1(tB. ovfecoRQm -:� PIOTIU OF ACC. . . .:.... , 7'GT>littl>ts#xies,Xnc� eatlips 111y of IV810101s�ttil is " s,`Nta'ii iiit f:$iiy9lr� d't 1,070 TeOI,4*16g Dilve ivo<ts vrith olfiet ti tbs entl v0do t@r�t5,;'it@ltl6rtr��`ti j, � Nortli'{Tcitiee,l�Y,342'7$ wadi In tt.s�tH rnt sntistat it{�lt1Qn�1¢► 1►ti;f@rku -10h ,- C6Pia� Willi the Cana'Ssi labcitnr�nR,, ,�tom. ,=' . This NQA.is, beingissued tmd a, e-rules anilr�' use of construetlon titaterials. the documeiittit on subm►�tte�. 6 Int!eYle�Y +�a tdr 4. K Dado'Count+ice:- P>todttct C.onh'o1 Secflon to ba used' 1V][trtti d 4Gaii�d` n#°;m eaa Ire'e.dilovved b the Authority r. 'i.' ty Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stilted Wow.Tlie MiAmi-D"ado County ProduoE-Coateol section(14Mt'ami-Dade County)and/or tho'Aw(in 06AR other than Miami bads-,6vnty)reserve the right to ttttve this,roduct or material tested for quality a�sitri ttce pueposes, If this pxodu�t or t�nsterlal falls to perform In the aeoepted.mmmer,the manufact4rer will incur bite egpetise of sudh xegtitig latid the AIH may irttttcdlately�'evgke,auo0ifya or suspend the use-of such produafi or materi8[�vItliin PIER rQSery4y the right to revoke this acceptance, if It is defertttitzed by MiamiDade County Prdduot Conirot - Seotlon.t40t this pkgditct dr material fails to meet the requirements of'the applicable bttilding code, ----_-.- __--- -- 's. -- — _— g_ . o-comply_with�_the Florida Bullditi -- This.p>bdrtot..is..etproved Rs_de.sc>iE>e_d hexeln,_aud_has been_desE ued_t Code inoludin the High Velo olty Htlrrivane Zone.- DESCRIPTxOPi:'Series ITGT"Clipped)Extruded Alumhf mt Tube Mullion—Y,,l IJ. APPROVAL DOODBO T: Drawing]No, 6190J�R, titled"intpaot Resistant Alu=ttnt Tube Mullions", streets 1 tl rough''25 of 2S, prepared by manpfactfirdt, dated 08/29/11 1 :with revision B dated 10/10/14; sighed and seated by Anthony Lynn Millet,P.B., bearing fho FYI AMI-Dada County Product Gotitrol Stavis[on stamp Sviith the Notleo of Acceptance numkr snot expiration d. by the Mianii Dade County Product Control Section, LAW-LING; Kali unit shall bear a perinanetit label Witli the manut'adturce's.train'or Logo, city, state, I model/sQrles,and following statement, "Miami--Dade County Product Control,A.ppr i ad",unless otherwNd notedhe04 9-E,NDI*AL of this NOA shltll be considered after a.renewal applicakioa has been fit`'d and there has been ! no olihoge in the appilcable building code negatively AMatIng the performance of this product, `I'�C]2 v 1'MATxON.othis NQA�vill ocour After the expit�atlon date or if there has been a revision or change in the materials,use,and/or mitiiufao(itto ofthe pb.d.q t or process,Misuse,of this N6A as an endorsement of attyproduot,for sales,acWettl§ltig or airy other ptulioses shall:Agiomatically tet'tt6al t�e tlils WA..failure to cotriply.Nith any section ofttils NOA•shall be cnvse fox tet�iiintkt[ai1 Aad ieanoital'ot'I�TDA. .Ab ftTIS NICI,IT; The 1pA �t-Wiber pzeceded by thb words 2Y,11auil Dade CoWpty, Florida, ima followiA by tits expiration date-may be displayed in advertising iitero re. If any portion'of the NCA. is displayed,*ce t shall be done mitt sntkety, ,RVCUQM A copy of this entire NOA gltall be provided to the uwr by the InAnii*tp ei qr dtstiiliuto>'s aril shall he ayollAble.Tor irisgeotion it the j ob site at rite request of tho Bit ding_OAP1,61. i This NOA teaviaes:t ireneifs KtA#XA 1105.01 and gonsistg of this page 1 and evidence pages -!and :p7%As Nvell:4s approval daoumciAi:ffW41widd abgyei The.submitted ilosuttitatign lgss reviewacl,by N3auuel rerez,k'X, N'OANo.f6-02-18+03. MiAMt•b DECdUNlY 4�731'ationDafa.f May26201 A-iprofalDntci ApA44_2015 -Page i File COPY PCT Industries,Inc, d NOTICE OF ACCEPTANCE; Is VIDENC>+.SUBMIITTED w A. DRAGS 1. Manufacturer's die drawings and sections. (Submitted under,IYOA No.10-0819.0.5) 2. Drawing No, 63003R, titled "Impact-Resistant Aluminum Tube Mullimis", sheets t tiuough 25 of 25, dated 08/29/11, with revision B dated i 10/10114, prepared by manufacturer,signed and scaled by Anthony Lyc q Miller,P.E; B. 'PESTS 1. Testreports on, 1)Air Infiltration Test,per FBC,TAS 202-9 2)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,pex FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic'Wind Pressure Loading!.per FBC,TAS 203-94 -- - Forced Entry Test,per FBC 24 11.3,2,1, and TAS 202-94 along wafh masked-up drawings and'iuustallatfon diagram of-clipped alur ffia i mullions, prepared by Fenestt-ation Testing Lab, Inc., TestI-Report No, 1�TL-649�3 (samples A-•1 ftv L-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Maft D.Brinson,P.B. i (SahmYted undej-NOAN'o,10-0819,05) ' .i f C. CALCULAUONS s x. Anchor verification calculation,.; and structural analysis, complying with FBC 2010 and with FBC 5Eh Edition (2,014),prepared by ranufactuie', dated 01129/1.5, signed anal sealed by Anthony Lynn Miller,P.E. D. QUALITYASSURANCE - 1. Miami-Dade Depaitnent of Regulatory and Economic Resources(RER). E. WATZRIAL CERTIFICATIONS 1, None. . I ' I I f manue: Q ex,P.E. product Con oI aminer • � 3�IOA moo. 6-p2S8.03 _ � 1✓x�irafion DaPe: May 26,202I .Alpproval3i D.April 14 2016 . E„1 { t I PGT Industries,I-ac. NOTICE( OF A.CCKI P—TANCE: Yd7MYNCE 87UBMIT'I` P F, ST,A.TEME,NTS 1. Statement letter of conformance, complying with r(Be-511, JEditzou (2014), dated February 15, 2016, issued by manufaculrer, 8ign6d and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dat6d February: 15, 2016, issued by manufacturer, signsd and sealed by Anthony Lymi Miller,PE; G. OTHERS 1. Notice of Acceptance No. 14-1105,41,1ssued to'PCT Industries, Ine. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion. —� L.M,L, approved on 02/12/15 and expiring on 05/26/16. I I I - j ' I . I � 119[anua) ,P.E. Product Contr I aruiner NOA No. -0218,03 Expixalion Date; May 26,201 pproval Data. April 14 2016 E-2 i I II GENERA!NOTES! ^ ULTABLE FOR ALL LOCATIONSREQUIRING an � NON-iDAPACT OR i ARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDIYION TO ANY ANCHORS RECIUIRED FOP THE 3R�h MISSILE IMPACT-RESISTANT PRODUCTS FENE=RA7ION PRODU43T INSTALLAMON.7YPiCALAPPLICATIONS ARESHOWN.VACH SITUATION IS UNIQUEAND eHOULD BE E EVALUATED BYAN EXPERIENCED ROTALLERFORTHE BEST INSTALLATION METHOD.OPTIONAL iX ORZCWOCD BUCKS IF USED. GENERALNDrES,_.._,.-...,._q MUST BEANCHOREDPROPERLYTO TRANSFER LOADSANDARETOBEDESIGNEDBYOTHERS• �Ns•rnucrloN9....,,.,_...�_,t R o •a.i:,;t �,.._. ELEVATIONS_.__...._-1 �Qa w FIGURES: ' 2)THETYPEAND NUMBER OFARCHORSISCRITICALTO THE STRUCTURALPERT,ORMANCEOF THE MULLED UNl7S.MU[LIONS MULLTC2cWOOD---2 o- MULTIPLE r---•-OPENNG WIDM FORV6R:I0AL MUttjp pOINGSIDE �BT�A•S°pREEFL.OATING'AND DO NOT NEED TO HEDIRECFLYA?TACHi3I70THE MULLION CLIPS,BUT SHAithIL •T01X&M�ISDNRr_�,...x Gz µ MULL70NS I "'� spE DETxlL6 FIMANGUTAk NOT HAVE GAP OF MOMIHAN 1/4'FROM THE CLIP. INSYALLA1tON HatES.r,...�.,_2 11 / MULLTO INSORRY.- 3 1 A-0,G,M: SHAPE MDLLTC47EELSTU13—_._.S N JSHEM='3 3)THE ANCHORAGE MEiF-ODSSHOWNHAVE BEEN DESIGNEDTO RESIST THE WINDLOADS CORRESPONDING TOTHEREAUIRED MUIL70muL1..-.. _a g xM DESIGN PRESSURES MULLIONS ARE CALCUTA79D TO DEFLECTNO MORE THAN VISO.THE 1ASTRESS314CRLASE WAS NCTUSED ANCHORSPECS_.,_....r._-_.3 C.0 iMTHISANCHOREVALUAMON.THE1.6 LOAD DURAIONFAOTORWASUSEDFORTHEEVALUATIONOFWOODSMMS. aT TATE� ^--4 O r� }0 BAY MULL IN37AUATLON._.•,.,,d �� i XZX.125 MULL SPECS-...,.,__9 •-1 Lu 4)PROPERSEALINGOF�I7SREASSEMBLYISTHERESPONSIBIUTYOFOTHERSANDISBEYONDTHESCOPE0FTHESE INSTRUCTIONS. y L 1 X2X6 XS5MUILSPECS_ a 9EE DETAILS U /III /III 6)USETHE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCT5TO DZMM24EPRFSSURFSAM %luaX.500 MULL SPECS.-9 @ ATRRU G: ,' jY _III � 19EEDETAIL9 ` ANCHORAGEFDRTHECOMMONMULLION.SEEEXAMPLESONTHiSSHEEfANDSHEEF24.FORMUL77PLEUNTTS,CONS7DER Xd X.125 NJ1L1.SPECS,�,._._16� O F co SHEETS 2-7 •�_^ l ATHId1 GI ""'Ttt X4XSTa'NBEMUU,SPECS-11 _ ONLYTWO Atz1ACBJ7 UNPfS AT A71ME WHRS USING THE pESLGN PAESBUREANo A,NCHORAGeTA9lE9.•R LELOWFS7'DESIGN F- 1 •' _ 1 SHEErS28 iX4XS76`T°µULL SPECS...._Si --1 PRESSURE4DFMULTIPLEMULLIONSORFEAE57RAT10NPRODUCTSSHAU.APPL7. i.25X318aXSd9MULL5PElS..12 � �e � II III ppIEta i-. X325Xr100 UULLSPECS-•3 Ill RHT 9)WHE14 FINDING YOUR SrZ9 IN THE MULLION Q L , Rl J � . 257sM _. LIL tSXA94X.624MRLSPEC_18FOR 1RGS7 HOdMNRt ;c 7)ANCHORSMBEDMENTTOBASEMATERIALSHALL BE BEYOND WALL DRESSING ORSTUCCO.WOCD BUCKS BYOTHERS,MVST 2X4X.2fi MULL SPK�-G tfi J Q $ �Z SEEDEGtILE, BEEANGHOREDPROPERLYTOTRANSFERLOACST07HESTRUOTUREANC14ORS SHALL lag COA70CRCORROSIONRESISTANT 2XBx25MULL9PEcs_.-.._..it ¢ co T. SHfE73 2WX2_11AYMULLSPZECS,._t0 r ASAPPROPRiATEFDRSU857RA7EMATERIAL.OI681M11ARMATERIALSSNAU.BePROT£CLEDASRE4UIRED70PREVEN7 1- w SO'X=sRAYMlJLLSP=CS.^.tD }_ Q cp O REACTIONS. .4sX326EAYMULLBF'cC&._...20 O N M=OX A CLIP DIM•MIONT.•..xi•49 f- z3i yo y0 F��>AI7oN 3)R<FELENCETESTREPORTS:FTL•0443;ELCOULTRACONTAGGREGATORNOgS EXAMPLJE6t G2-,r...__•.._.24 �� S PF;c 1CIS N&Y LOADINGF MPt:;_,.-._^26 w BEoFAWTYPE- H)MULLIONSANDCUPSHAVEBEENDESIGNED$TESTEDTOCOM,PLYWTTHTHEREQUIRrMENTSOFTHEFLORIDABUL7DING µ1 y � Lltfsrms CODE,AND AREAFPROVEDFORiMPACL'ANDNON-IMPACTAPPLLCAT70NS.ML1l.LSONS ARE ONLYTOBE USED WITH . m cq I�I �FAmvpsD PG7-APPROVEDFENES7RATIONPRODUCESHAVIN000RFYRrAPPROVALS. p Q O Ste' 7 I 10)MULLIONS ARE IN COMPLIANCE FORUSE W THE XIML C_S z c0>:to .4 £Ir'n 0[ /SHoS,N� t4)QU PA ANTITYOFUNLTSWnWNAMULTIPLEMULLFDASSFMBLYISU14WMiTMIPROVMEDTHATTHESNANDOPENING s o ova . Hou rAt SH TS2a W�DTME0HT OF EACH INDIWOUAL MULLION COMPLIES WIINTHEREQUIREMENTS OFTHLS NOA LENGTH HCAI2DHV0. MULL INSTREICTIONS LaNGDl , ADornoNALBXAMPLES OFMULL CONFIGURATIONS; 1)DE.TERMINETHE DESIGN PRESSURE REOUIREME34Ylu3SIFY%1 FOR THE OPENING USINGTHE ASCE.7 STANDARD_ __ _ N._-OPENING WIDTH r--HOR[LMULLLtNG7H---•( -2)CHOOSEAMULUON TYPETHATWILL FITTHE DEPTHOFTHE FENESTRATION PRODUCTS FRAME DEPTH. t 3}REFER705HEET 25T0 DET:RNgNE IF7HE WILJD LDAflENG IS IRECTANGUTAR"Oft'7RIANGLT!.ARR'RAP¢oIDAL. .PRODULTREVISPD4)FiNDTHECHOSENMULLION'SMULLION•CARtCiTYILSSIFT9FROMTABLE51A7HR0UGHi6A,ONSHEETS57HR000H2DRESPECTNELY,USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WfD'(}{ORHHGHT(DEPENDING IF THE MUWON IS SPANNING VERTICALLYORHORIxONTALLnTHE 13011dinSCede G GTL}I HORIRIL y . MULUONCAPACITY(LBSNvIll OBTAINEDSHALL mEEraRvcEEDTHI!bVSIGN PRESSURE REQUIREMENT(I.BSIM FORTHE OPENING OBTAINED IN Aeoj?jmot�to l�d•b2l$°:eUt1- p rL1, STE'i).LEN I .. tna[ D,le 1202j S)MOM THE SAMETABLEUSEDIN STEP 4)ABOVE.FNDTHEVALUEWITIENEKi-COLUMN ANCHOR CAPACITYREQUIRED(LBS).THMVALUE 'BY_ LL L/ RnPREStTVTS THEWIN➢LAADTRANSFERRED TO THE SUBSTRATE BY713EAXCHORS AND MUST BE MET 70 ATTAIN THE FULL MULLION CAPACITY, �a-i L'°'>vu� SINGLE MULLION SINGLE MUU.IDN �FORVERTICALM1ICt %FROM7HEANCHOR CAPACITY(LBS}:TABLE-ON THE SAMESHEET-AND USINGYOUR ACTUALSUBSTRA7E OOL�DMOIQ_(MULnPLE ����\`l�( 004 A�Ii'ii ,� cpEWi{GWIgTH�,.• ANcHOWSOBSiRATEIANCHOR•CLIP PATTERN MAY APPOO SELECTANANCHORcUPPATTERNANDVERIFYTHATTHEREQUIRECAHC;40R� —�.���,�....... CW • � FORVQ[TIDALMIAL CAPACITY M MEN: :. L\G' SF•-•.P •,S65 FIGURRPORDING DaTA1IS MULTIPLE MULLIONS 7)LF T1aMULS.JON CAPACITY RBS!?�OBTAINBD B4 THETAB[E IS HIGHER THE OcSIGN PR6SSUR6 REgUIREM'N,jLIS/FT-1 FORTNE ` FROMflGUAELAPAVE OPENING,YOU MAY llSfi THEA. NCHOR CAPACI7YADJUSTMEHT FORMULA^700BTAINTHE LOWER A*ICHORCAPACITI RE RED QUI .WTTHTHIS - =. VALUEALOWERANCHORCAPACITYOPTIONMAYBESE.ECTEDFORYHESAMESU6STRATE - f _ =O b }uT STANDARDSUSETY. B)VELLPY7HcDESIGNPRESSURERATING(LBSiFTi)FOR7HEFENES[RA7IONPRODUCT708EUSEOANOCOMFAREWLTHTHEFiNALMULUON :P�•'•, P ,�'tU,' >2o14FLORIDABUILDINGCODE(FBC),5TH871T]ON CAPA017Y(LBSIFri74B7ATNE0FORTHEMUl1TOHSY5TEM.TH>wLDWEROFTHETWOSHALLAYPIYFORTHEEN7lREMULLEOF£NES7RATSON .{� 6ANSYAF&PANDS•2012FORWOODCONSTRUCTION PRODUCTASSEMBLY. '��C •. ORIDA, jG\`�� ^ALUMINUM DESIGN MANUAL,ADM-2010 S)HIGHLIGHTOPLIONUSEDAMTABLEVALUESUSEDINASPECIFICAPPUCATIONWiENUSINGTHISNOATOAPPLYFORAPERMLT. �E�1QpI �•�!.LL' aAts1•st00-D7Is2.2at0 1'S II1p"p,E• FLP. .m58TOG . to xi ' r DEML - DETAIL B. FNLUDN emu'� M11L1 lDN TOi- WD0 SUCK SON MULLIONATT'ACT•TED TO IX � OF�WOi7bFRAMING WOOp.aUCICANDMASONItY �MCW esssOR 0��� (OFM-70LIP SHa4VNj. +�tua4+�rr zFss artisLts�le.tes 0 (STANDARDCUP'SHOWN? ermueRs p r' I MItADgN \ .- SEElLDT[:!, - N co HEE:S ''�± 1 t ...:.?.'.••j..i:,.i.'r Z N`a fA FJ f;ft7RE •':,t ZOORHat •4 ti�,- .1' MH2dX51 •• -s..:,i;.;t CoNCRETEOROMU• CLI STANONt7.0 ,P•.� 'I LDQh40NS g 1.:t �.'--•--I-•D1sTAHcF,. J LL OFXS'ENM4ILL •e'• ` " A EDGB.,. e. ;,o FOlY•M13°Wave s� TaetEs. D pupSAYss •01514NCH, o (NSTALLEII'OY 1 •}DR'p70CD'./ •• -+o . ,4'e. SCC q I. ; o AHOHDRs m C o (•O THsa�Tllon d,..HS Rsws L_� 'e•maumsa" + o. SIDE VIEW DO (4 05 y O •p••'.•'.d. .d' � ,q ¢ .: d STJWDAliD'DR ] (�j 5; • ,a ., � '�.i a.4. OITSETMIW. Z' n B ••a, ,•�• ad ..`, d,v EXTERIOR q d :�' LH�u�ar � �€' $ ��u °• - a d-. a EDGE - TrIISi6ETHOD. � ifJ � 'n'• .2.' DISTANCE •4 Q Z et a. MASONRY - .e qd Z z ¢ oEDFOR ANCHORS EXTERIOR 0 a ALSOBEUSEDFOR o wLtut�°w�Se�tAv � �H �o�v O' P J OTHFRPRPt•@TYPES. d Y A •N UJ y U z Q p D � z TYP.AtICHOR TYP.AHcf{{{OR. FFRMMSTRATE. p r MctloR — .g ett n>•LY ERSO4SZRAlF 6EETAslFSlDya9 SEETAstFSA18 S'Gs W C�¢� 'SEETAHLGS'1&!Ga �EDGM0 SMIAM SETiTAlILF,S BYCt<5T FMBED BU°LC.TfiG/. !&!5a F , - ':s;:•; 1yYTttCHMENI' ATTAR11 F!'it ENsmMSENt'• :a%r'• ' _r''Y. BYOLNERB, - -- -- -- 'Fi7 -�:,. '•!: 'ILYOTNER"a,' ••s"7�•;:. �' '+.' :- •d SHBETI. kfrie .:? L ... MR'Lt7KS1CeN • :'•:.'",• .L••'''. S1DEVf ••'- EVJ� FRONTVfEW.- - -- asrnatAl �ryliC�mo NICIdA- --- FFtONT VIEW. BWM ngNCod. - A4ceplanmNO tCO'OLIei.O� 1NSTAL1.7iTlON,IdOTES - __ - ' R iratlaDnalD ,/yb2I 1)ANCHOR EMSEDMtkrT6:E ASEWATERTAL-SHALL a@13fiY0t•IDyVALLDRESSING ORSTU g' 21'QUANM OFANCHORSAND MCALCUS'M.9HOWNABOVEAEtIr FtSLTOR1ALVgPRgSENrATIO1! - - ----- - ---- - -- ---- -- -- - --- - \l., till ONLY,BECAUSETPMANCHORCAPACITYiSHASED3;AR%Y:ON.M,SANCROR70ANCHOR01STANCZ,THE CORREOT,QiIAhLi1'lYANOLOOA7JON'OFJiNEHORS%MUSTBEFOLI.OWEp,REFERTOT}{$TA9fES:ONTHE :`"�k��-•y16RNs�c'��+p-��- - FOLLOWINGSHE>75,FO1iD6TA2L51iD EIT.HERTHESTANDARD':O*FijNTERIORCLIPMAYHEUSED, .3}ANCHO$HEADTYPEMAY•.BEPANREAD,FfEX'I'IEAD.�ORFL"A1'}tFAD. 7`: ND•-`+g7�' a�wooDavcxs•ARE:oPTrolsnL�rGEDr:rAn::csH�ET'3, 's ,{ '"�'-`�� SJjbRMASOjVRY•pPPIlCATIONS•1l�MtAMIDfIDEEOUNTY,LS€ONLYMIAtdt•DADEeOUNTYAPPROVED '-� gS!<LEOF �: 'ELCDUITRACOISORFLCD7/4'S,S.AGGAEGATORMASONRy(1NCHOF?S io' ''-;FLOi710?;. ,��• AfN ONAL�C�`° MjLLEE7;b E. FL P•F-0 SBM 1 • r ru DETAILM — DETAIL Cr dzt MK MULLION TO MULLION ` vs MULLION DIRECTLY ATTACHED TO aRwar T— INTERSECTION NOrEs: (U_C��) 4 MASONAYSTRUCTURE 1)MAY BEINSTALL£DIN•TEc OR°CROSS" (STANDARD CLIP SHOWN) VA I= INTERSECri IONS. f 2)MAY HE INSTALLED HORIZONTALLY 6z x L I [SHOWN)OR VEIMCAL.Y. 7YRANCHOR I EiTHERTHE t PEASUBSTRATE, 3)SEEU-CLIPDRAWINGS,SHEETS21.23 g` m 7AN5AHC0 t 3FEI4BLE57B-1}B y... CPFSE7 blurt. i i - TOP-VIEW FOR CORRESPONDING MULLION RM 1. p cf) CLIP SNYBE 1 1 J q EDGE p{STAUCE MCWDt( Z 11yJ 711Hj5 t��t�ttoa. {j - •• fORtl/SOHRY O ANCHORS vAa � 8125TEELScREM, x I I [ SAF-DHILUNO OftPi�-DRILL ,'r,,+ 'a V) 4• 'A 1 M-LIONANDUSESNS LL! p O ,,�� p] Ia O F- M to EXTER OR ttuulON F^ Z t0 �FORIMSCNRY + b AECCIdbaE T—auFV4FRAWMZ_ U z m ANCHORS _ 41lNOOWS Y UW-CUP EC[f4v ALSO -OR s 8 as a orHExFRAMEnF= FJCT=Emall ¢ Z wT TYR ANCHOR TRAt Q o PERSuaSE; SEE B EStB-us a E 9Z 7YF ETS .AxOHOR S£ESHE2IC}FOlt F go s0 PER SUB57RAYG HOLELOCATIgVS y B a 9t1CX57RW SESTABLESI"D O} o 0 AND FRONT VIEW mo u W ABY OTHER S Dp7kNCE 2•' '¢ `•� Z • NOIfi1. .�< SEETABLES �• N EMBEOM6VT' "' �- ,�,` SHE1:7'1. _ tB•1}B (� .� d e z�N m MW27=CONCRMORCMU WN 271MI OONCRVEOR CM1E•713 SID&VIEW H �ztt FRONT VIEW SIDE VIEW DETAIL t% Y MULLION ATTACHED TO STEEL STUD {STANDARD CLIP SHOWN) ION NOTES:. .. _ sr.tutavRa i)ANCHOR EtrSBEDMENT_TO BASE MATER(ALSHALL SEBEYOND WALL ORESSW6oR STUCCO, YYv.ANCHOR _ A PER SUBSTRATE �SEETA9LE3 t8--ma 2)QUAtYTfTY OFANCHORSAKOMUU.ION 51Z8SHOWN ABOVEARE FOR PICTORfALREPREspN7AT10N -- -' - a ///' _ _ % 9EESHEBTS ® - - PRODUCT R�'ISM) ONLY.BECgUSETHn^ANCHORCAPACITYISBASEDPARTLYOISl7i5ANCHORTOANCHORDISTANCE,THE 21.23FOa uconply3 gw hlkeFla7dv CORRECTOVANTITYAND LOCATION OPANCHORSMUS7BEFOLLOWFD REF--RTOTHETABIESONTHE ����� HOLE ButldiagOode FOLLOWING SHEETS.FOR RETAILSA•D,ZMER THE SfANDAROOR INTERIOR CLIP MAYBEUSED. ` LacanOxs AcccDLsaeNa -8'Ljg,y 3)ANCHOR HFJtO TYPE MAY 6EPANti^AD,F!cXHFAL OR FLATHEAD. `` MULLMN DtAimd aDatc r�,y21 BY _ t)WOOD BUCKS ARE OFTIONAL,SEE DIFrAR C,SPEET3. /+' 14, 4 Dada of EFOR MAS0NBYAPPUCA-00NS IN MIAMI-DAD E COUNTY,USS 0NLYMIAM15IIADECOLNSYAPPROVED —`-- EDaE •LCOULTRACONORPLCO1T,S.S.AGGREGATORMASONRYANCHORS, FRON'f'VIEW taaAANDcDI-TLwvT1mHTHeFLBUll.Dtr:c iY TAsLs5 \�:s`rc........� COOE.A2XWODDBArKERbtUSTUSER ti Q�:• -7!!• AT'TACt4ABiT BYOYFffA£ EXTERIOR USE WDmANCHOR S;P SIDE VIEW Na.Lol05 . NOfjz TES: - ry 1 ` ^ 1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD b p�,,, ANCHORYALL6 MAYBE USEU FLOP�04:' 2)SEE,CORRESPONDING MULLION TABLES, SI9EETS520,FOR OUANTITYOF SCREWS.. FL P.E.ta$8705 ' •r t J . A. •.1 f •1 N DETAILF: DETAILG DETAILH. a nh FTELD•MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY 1AULLUON INSTALLATION (F CLIP] (ANGI E CLIP) (ANGLE CLIP) C 1- SBE OETNl+A.2, Yb V SH..E'7S2AMP G F02MTAUATIaN 3C'Oft65' YoSPEClFlC5UB6TRATEs SAY14ULL s MU:LIOR �.a.y,M 0 D Z pr O O' O O O 0 0 Q J STD1r VfEW O 1 TOP VIEW A N SXQWNWfrX1'x4•x.I2r t TOPVIEW I Q 1 itu m M MUI3IOH 1 I YCI I L� I F Z to J I i 1 j MANCHOR : EXTERIOR b t i I f'-SZTA5MSl5SQRI05 z �p m • 1 TlP.AROHOR I 1 t1-F � �w STANDARD WtAORM 1 I pFR 6U851'RATE, I + EXTERIOR MOpy}7EEpN(sOMFIELD f SE:TARLEG7D•MB m ,• 6 Z 1 I i I �{ + 1 1 �TX6'ANGLE CUP, Z Q o 1 i 1 I 2PER MU UCK15 tO,L4JSTBE Q 2 MULUON I + I 1 IMMIEDW50E0FDAYMIILL $+- f AAMMOUPP. F= N e 1 i + xp=E3t So7XA 0. _ U _Z q 0 Ste' UIW^T BE WS7plrc0 Q, � � j I ImmroFNABJ. Za0 y I g €a . .. .�1YP.ALIcxDR `I' PERsuasnuTe. I , sE&TABLE518d1H .!U;LA)J ''' INTO W000,STBEL, STANOAROCUPTODE EXTERIOR ORIMSONRY -_— - --- ----ALlfM,CMU ORMASONRY__ t{OnIF1EDIN_RELO. .E'1ETUOR ca 4 F -t comply ng vilh 1Le FJer da e i ® afrowOOD,s1F�. t £� A DAMddNoltn-elzIa ® ALUK Cw 0R MAeO.WtY 1 AGE O EzPlmfioa Dale �kS 1 DISTANCEPER )3 ANCHOR __ - _ _ _ _ - Za•R bho340,' nlsTaucE E NOTES FOR INSTALLATION OPYIOK c&H: - ����t r�4 PeRANGHOR NOTES FOR INSTALLATION OPTIONS F: ()U8E2ANGLECLIPSPERMULUONEND.CUPSMUSTBEINWATEDINSIOEOFMULLION. +�Y�4�;'.L�GENSE '�•�'if 1)DETAL IS NOTAPPWMLE FOR 7116 BAY OR 126'X2.11-X.12Y MULLION. 2)OVAL C•arx CABLES 4BrLT8 FOR ANCHOR QUANTITIES AND SHEETS Z-23 FOR}{DLE .ki NO rn705 r LOOAM014S. _ 2)SEE TA9LES 1B i3B FORANCHOA QUAHTTTrSAND SHEEis21,?3FORHOLELOCATIONS. T 3)DETALL H SEE: 'TAHLES 153 OR 168 FOR ANCHOR QUAMTI-nSS AND SHEET22 FOR HOl.- :LU_ 3)TMW CLIP ISNOTSUITAELEFORTHISAPPLICATiON. LOCATIONS. Rl a FL LFL 5 B77 05 i TABLE IA M011C ac Tahfa hS77T3 i M� • OpeningYV[d1hQDrveNlcety6petrlrBrt�Uo09)orOpepingHel6hk{torhDAzo(1'ally9parxirBmuUlara) eke! a 5010 601n 745b "a01R 90h 103In S7aln Rob loom ACdenpdu Tmp7d.nJG flnaluryf6tl Tupmma. RuAo6¢1N Tmpftd.np• Aoehlailaf TmPlMnM. RWUIFLv TmVTdenR R.ekn7*r TmPRdeng. Ratltnpa. TnPRdn4, F-IW ILC T-prribn9- Ratco z. 7mpf111aa2- 1X2)1.126 19a4c6 1n.dn9 taadng InedoO Loafing Cwdnq LaOCw fmr4c L60d/01 laede9 im64 IagC"3 laxdaa Lakin. L-44II loaCna Lwdnp 0 A11a1C Tuhe ,�• r a ,3? .MulBaa E r. "$ a. 1" E tip. a:s as 3a a a ads . a a a� a aka � a � g �+ o 7$ s •4x,yg -XI s&_ pT¢r• s�' '{kPT"- m go. G`cS 2 K Xc�. K c o s 2� $t2 �yy H A d I s2 $ SN a d N r1J 1 i Y SL' Q � 'mie ilu 406 g9S 332 P12 402 216,E 325 799 403 107.1 ME S9a 40 1044 SS tMt 403 104.0 312 65,9 400 IOU 319 4W 40a 15U 1219 19.P 400 mo, 3'm 25.0 4w 104,11 3f5 1J 41 fr. 74A :m axa 230 02A 212 73A 232 us 612. $7.0 243 46A 3t2 a32 245 4f.6 01Z 61,3 244 STA 312 61.0 244 312 512 51.0 '244 At 312 61A 244 MA 04L ata Zit 60R6 to 23D 201 7D.a 234 = ME 0L3 =5 4S0 2af W.7 224 399 261 MI 22L Sad Sat 531 =0 SIX Ul 40:1 210 =5 291 499 2111 22.6 26t 499 20 20.0 261 40.3 2111 ff 541, =a 247 I S tar M-V 2V 49.6 2a21 Ste 247 446 ISs 2w 24T 41.5 Im 222 24y M14 1S4 243 29 A4 123 21.9 2a 3011 123 1U1 247 1 At 10 1541 24T 135.1 S m m Q e 60% 381 im 7m ve =a Ma 35A 16e 2rA 2m 11.5 in 20 200 20.9 is0 -I 700 2T1 169 t92 200 At ter mo 200 me za a q11 lim let 253 165 379 151 40.3 t62 2S7 IS% 20 149 =7 let 243 143 16.4 161 2Z8 I" 1a9 104 217 143 ssfi 2o.9 fog 60.a 112 24.0 155 2LI 139 203 !65 =I 136 We f05 21.11 114 Z U� 72Ia 273 139 23,3 120 1- 132 t99 1f6 1G9 130 17.6 Its 781. 169 125 10.7 1*e 1S,T 125 Ams tOr t1. aZ< C/3 i 7aln [7.'. 140 1a2 1D4 Iz- d T mr:l ANCHOR CAPACITY ADJVS[MEN7FORHIDLA: `_ Z An6hOrca eel Table ba Lot ao soeiS.ic A7K fa••`"+" 3ak fans. Howcmu F!S 084I PT'A'am m" (011,)X/ANCHOR CAP.,..v�l t ANCHOR CAP.,,,, N o or A'!6•Eko Sq•SSEk6$mVFIC0 V4'SSEa9 al9add! ImaID3 mm'd \MULLION CAP..,.,,y„ Am9M7P9r 3'f6'1Fka L9llnca+ ]14'H:9 LNnem Yt9�Fho NOxm TA'Elco lOQaeW S( Y RrtehorCDPPattema a1�'•m Aa9ieGatar t2lmraa A93mGdor samrff331 SerLw(GS} s9mv(f7 I1SE7HIS FORMULATE)OBTAIN THE ANCHOR � EaOo DL11.nce R12 f• 2471' zvr 3-W 4 2CQ• I• 2-12• Y M)e' 2• 46•0, I 1I w 0.524• CAPACITY REQUIRED`CORRESPONDING TO AN U X 4 Emaahao9l c IW4' T-wr tam 134• r ,.w• LS4• 1•574' 1•vs• Lvs- 1.m• r T.10• faf.• ]abc ACTUAL PRESSURE REQUIREMENTF02THE 2AMean:®6.76'MIn.O.Q 781admd 9f 0a0C[4Ip ffI9.t2 a m 390103 460'-0a awm 16441W MG= MIM 364 I0 T4DM al4lac still. 94eM 3H Sal 412Ra 160fn OPENa4G,WREN IT M LOWER THAN THEE MULLION 2 1' Z a D 4ladgaQf.15'M14 D,R/SIaR.afd(arD2uD WP(F$, Ix 2X 46DA1 70013n WA WA WA RA 3e0I0. WA Wa WA WA WA fi620m! 0661ta ]I2010a CAPACTTY(FRDM7RETABLE]OPTHES'cLEC7ED 4Arxlr>fa®3.141s 0.Glr4216AnQ,. pa/(FI0.3T 7809a 7d01ta a60109 136010= 1690M, 5101ta d®ea WA T601L1 T49101 ,S�m. 1efg1� U21h. ms Iw t1200!t MULLION.D'WILLYIELD AMINIMUMANCHOR �"$ H I 2An41aa®ats->3:I,af>./w4x{a1nl9 QYN0n.FA.41 WA Hc1 I41A wx H!A WA. WA WA WA - t4JA wa 30A WA 7t5111 CAPACITYWRICH MAYBE USBOTO QUALIFY 1 Ana6oll FO1P(Fl9.q. 1959e 181 Ac 226In 4451a. 8221� ASIm 140me VrSl STOm. T6rIN 572fa. 477M 1706a:. 22f I= 2f1p11. ADDITIONAL ANCHOR OPTDN5 F:ROYTHE 2Na1na 471,1S 311M QO:1PGd9a`h•oI: 21D1M 350 Qo NIA WA WA - WA 1 143 WA TI1A A WA WA S1t le. 442IDa S00 A9 ANCHOR CAPACITYTABLE. NOTE FOR7HEOFFSI:T CLIP.US?TFTc SAMEANCHOR PATTERN ANDANCHOR VALUES AS7HESTANDARDCLIP. FIGURE I• -- - -- - FIGURE2: ---- - ---7ABLENOTES:-- -- _ - - _ 1)SEEZREEr I FOR INSTRUCTIONS ON USINGVETABLES;AND SHEET25 FOR INFORMhTION ON LOADING. SSESHEB M2-4 FOR GENERAL INSTALLAMON METHODS. -•-•�1,GGD" )-- BeildlnB Code �` ACeephf6 74C -o21$•d • 2)LINEAR INTF3LPOLATI0NBE7WF_EN MULL LENGTHS ANDPoROPENGlGWID7HSISALLOWA[lLE. FIGURE a I Br - S)MVLLIONANO MULLION CLIPSSHOWNARENOTTO SCALE.FOR EXACTDIMENSIONS,SEESHEETS21.23. MIuSi etimdaet -- - _ HOLESTOBEDIMLEDINTHE FIELD FOLLOWING DIMETSIONALRE57RICTIONS SHOWN OHSH'=ETS21-23. 2,DOD /� -- -J[���J_FIGURES SHDWSUGGFSTED,APPROXUATEHOLELOCATION& - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCgEIE&HALL CONFORMTO ACI 301 SPECIF{CATIONS,HOLLOW AND GROUT=FILLED - ---- -- -_'1257 _ 1���L` L`{NN d CONCRE7EBLOCKUNIT(CMU)SRALLCONFORM70ASTMO,sAWOODSKaLBEPRESWRE-TRFA77D FIGUREl, FIGURES: FIGURE&. YELLOWSOUTHERN FINE WUHAy SIG OFG.M ALUMINUM SHALL BE6063.76AN13BEAMUIIMUMOF.I2S I �-�_• �7 '•,rf '� TRICK.STEEL STUDS TO BEA MItjIMUM GRADESS AND.046-THICK(18 GAUGq.STRUCTURAL STm LTO BEAT 1"X2!X.t2VMULLION r QS LEAST,125"THICKAND ABB.ALLANCHORS INTO METAL SHALL EXTEND AT2FE SSOPEWTHREADSSFYO14D zr. 14°-.16f THE MATERIAT_#10&$12 ANCHORS INTO WOODMAYBES7E5LI&882_.OR410SS. i���� r/ •.: _� _.±, ..g.1aR\off. FL P.'cYr 56705 ,SLE 2A R Mu(gan Ca a. T¢hle X? I opwTngWidthrory i;rAAy-spnTvimrNtf3ons)orOpanhtgHetgm(for7wd7an18 wirgandIons) S WIN wfa Ya 7R wIn aim Tm(n t201n tca la SAC s50 Ln •T 0 R4amryvls Trap DIva. Rnumgtbr TrAWhr4, RWua41w TraXfd.M Ra014n4VLx 7b+p MM. Rtc[WUoW TMPRama. Roctugar 7r4(iMa+O'. Raci�WT ToP'fdorvy ?=tvdac Trsp7ticry, Rx,0npalor T„yrn„aa 1x2za7b tnaSnp Lwal>b l.md0y Lm4ln3 1p7ata LoamtC Lmdnp tmd(nq LoomLtaaOy LadinD Lmmro Uml10 taa� tcsmng tmmcq 1.aodIm L-ft a Uu7n.Taba .. 'sg .. .� 1. a.. �' s £ ka_ Fs3 a $g.' �• •fig a �` .. fig_ )gd _Ig _ £ _ a_ °� 'S` Mullionu' l' $ gz d 6 as III' 0 �I L5 6 �x q�q� ivy 8� .f�c ¢• �� .�'�E• +$�8 �•�g $� �@gF 1��gy¢ � 1 � 2� dy d '�'�N. •z L `dd L L`c'' S� S 3 `d¢ � i'w o x d� � :� d co Nr°c W 421n 170.9 170.3 40S 151.3 Est IMO 47a 1-4.7 t7R t70,0 E06 11a,6 SM I'M-51 SIB 1p0.9 1= lag 6T7 W's 612 SGi4 aA 7S7 cm 15a,9 S77 K9 %%V EU 6a7 667 1ti8,9 IV � L� :6In -ml.aj Wr 13a.0 41a 161.4 1110.2 410 30.0 6Pr mt 4o3 ad 10LS 306 SY17 Or M =7 aaa W? a0.3 30t 50.7 5W 40,0 2t7 42-A 'A7 9D.o 3M 3g0 bnl DAD398 J l�tl �.GN+frt teR7 4S4 i1<e 370 65.4 455 9A8 371 7441 d6S 97.5 364 NZ 4$ 4l8 aao 67.6 4Wm,5 t157 Me 45s 80.0 a6a 432 GSa 86.3 255 37-p 416 a¢p 355 02.d 456 6Qp 35B a'a y 6414 654 Oro WJ 3W 7t2 40 6a2 aia AW 7t7 0Y4 S3,4 400 67, 318 47.3 4W an 315 4W 4W I G43 Sic 356 40o 61.1 313 30.1 400 aLB :m 2a.7 Spa 4T,1 a12 LLI a T O >DIM1 623 32/ at:0 zta 6t4 at{ a7.5 21a 41.5. 724 Ste 264 �a,9 3CQ 24 449 200 34.8 �•{ 4ae 957 3Lt 11A 42p 256 W.0 324 AU 2-q 222 224 40.8 2`+1 1a.5 324 4R5 2m a m (p CO � SiR a2,a 294 RA 252 41.8 'A4 492 Y4f 3L4 2A4 .p,6 241 33,6 204 319 277 2D.6 294 37,1 339 Zf19 264 aE9 7]2 27A 244 23,5 29! 142 284 a3A 233 iee 204 3S.A aSln Aaa 2a6 40"; ztp 3aa 2ba 42A 225 =A ZSA 37.3 22I 222 2� W 21E = 256 3t.8 21S 21.4 2Sa 2a6 252 125 266 2¢o 210 167 2Sa 27.7 =- 14A 26a 72kr 36A 275 370 1s6 =0 24i 322 191 2S7 225 23A 140 =6 MS 2C6 165 1a�0 229 2t6 SB2 10.a 2xf 2Z1 Iso •So TES 2p.3 177 tr9 226 1" t76 11.3 ?24 T99 171, W g 7sh 32¢ 2(R'au 177 2S3 2G 27.2 173 2TF 2ra 23A 170 10.2 2Q4 2L5 187 4T•D 'Jm 13_T 'IM ,4S3 20'2 Sd4 781 t2A 20f 1AJ YED 10.8 24Z TS.a T68 S.8 W2 is iss b 'Z 781,X 7A1 tH2 283 104 =1 1Y2 AI 1% 2p,2 112 2L0 112 179 10; isJ 'HA 46.7 1>B 1A1 t37 'tA2 tA2 103 1S 7LII 564 S52 152 10.t 142 14.4 150 A.A t712 142 153 Q -p t-• q• EO to 1dS idl 19.0 12a 10.4 144 1ai t7a rase %2 12r 16B t12 yg� TALE 2H ANCHOR CAPACITY AD4U3'TMEN7 FORMULA: N n o0 Atlah4r'C¢ncf 7¢hle a [q 6,13e[roUc 2]XC4uettW 3,5X4mi fiaagycxu F0LICMU PiWee4 f4efel (DP,,,)XrANCHORCAP.„"'""�-ANCHOR CAP,,„, X AoeEa%Typo: 3(IC IIaa U4r4cetr 1fC EleaTnilafal y�'o. al[9'IIm UOaun 1f{'Dca UlUocan 1/4'SS Etw 97tEYp 1141samm 41061ed W1261co1 a12S1att lMUI1lON N r!? fq AnpharcUpPattetna wlnnn A2a�1=.f16rd40 --A"-C.wraamrc6s76era(" s,mtrB) USETH)S FORMULA To OBTAIN TNEANO m X ENomtmaoapn% r 2-42• t` 2.1r! 3•rPo' T2•UT 7• Z•1R' 2' z. _ Y ¢A5 ➢54` 0.374• CAPACITY REQUIRED'COARESPONDNGTO AN Z vj Uj Emsdmantoar. we Ya+a• 1s4• s3I4• 2• 14N^ ,N4• r•tr<• tvc I t-ur I t.114• r 1a+a• I 1.a! wit. AOTUALPRESSURERERUIREMENTFORTHE zAxMn®4,7a•nnaoalalaaaa¢arnas�t am nTlcs a9o1m aTO Oa 4t4f 105 >W ps 1E(4 P. 27a1� 201 t4c 354Ibs 7A0On 274 an 6%W, 84a11a ail xo :442faa sm lm OPENING,WHEN IT IS LOWERTHAN'THSMULLION -1$� }�¢, 1.0=-;cc d lacMaQ l.75•M21.RF,IStf:n6af4(atOR43A21p(:k:X 4wft 0. NIA WA WA WA .Xataa WA m WA W WA aa2161 'BaSlaa TIMM O.4PACl7Y(PIjOMTHETABLE)OF7HESELSOTED b m 6'�a- AAXtpta®a• 0,61R124AtpwoTpaltFk•9X 7ap1r 7�Pa 690tm Tsapw imp. scowa sa7aa WA 7aplta 74aIr. aapwa 1a62un a627D3 laesTar raplm MULLION.ITWILLYIFLDAMINIMUMANCHOR 2Ardarn®OAS•kYLlIG1Ut7ln,lyo.vr Alan.Va.41 TVA WA WA WA NIA WA WA )UA I11a lIA WA WA WA I, WA 715tas CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMbWfF40p 09Z ni 19579 Tn10s 225 We 445 tLs 87411u 0511u uf)a 1Y11� 27A lba tat ma 3327m QJ IM t7a mr. i2x,w 29am ADD1TIoNAL ANCHOROPTIC14S FROM7HE 2Ancliaa®7.1•MIn.O.GIF42ro1P7G aN 21(rDe zmw R(1 WA Vlbl WA 1931h5 WA IW HIA WA WA 3A1>Ds .A42164 4i6p ms ANCHOR OAPACP(YTABL=, NOTE:FOR-THE OFFSET CLIP,USETHESAME ANCHOR PATTERN AND ANCHOR MUSSASTHIMANDARD CLIP. FIGURE 1. FIGUM, TABLE NOTES - f•RODILTREVISSD I)SEEBundolCodl vtltliimFltx7tte - SEESH EM2 FCRNSTRUCTUONSQNUSWGTHETABLES AND SHPF1'25 FOR AIFDRMA'TIONDNLOADING. AacpMt.Nd .D+�l •D� ® � BEE SHEETS2.4 FOR GENERA(.INSTJcLLA77ONME1tiOLtS. --j 1,000' }-- A�,a,vanD�,c 2)LINEAR INTERPOLA770MBEIWE£NMUIILENGTHSANOIOROPENINGWIDTHSISALLOWABLE. BY FIGURES - - - _- Miami ahnNt 2)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCAL,E.FOR EXACT DIMENSIONS,SEESHE_ETs2i•23. T l l r r ® HOLES TO BE DRILLED INTHEFIELDPOLf.OWING`DIMEN3(ONAL-RESTRICT(ONSSHOWN.ONSHEi;C5 2D30` Z.S.- _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLELCCA=NS. ANGLc CLIP MUST er:UBEC IN PAIRS q)S(JBSTRATE9:CONCRETESHACL CONFORM TO ACI 3p-1 SPEDIFICATIDNS.HOLLOW Ate GROUT-PILLED 375• v10ENSF••.• - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMC-So.W00DSI4ALL86PRE9SURvrREATED �r �IV FIGURP4: FIGURES: fIGUAE6: YELLOWSOUTHERNPINEWI7HANSGOFa•Ss.ALUMINUMSHAL.LSket7E3.T4MoBEAMNIMUM oF,12s• I No.58705 ILL �_3THICK.ST STEELSTUDSTOBRA69141MUMGRADE33AND.p4S-THICK(18GAUGE):STRUOTURALsiEELToDFAT 1'XTX.375MULLION_�J THEMATERIAL41&412ANCHORS NTOWOODMAYBESTEM,T&eSSORAIOSS.CREW7HRlrADSBEY3ND ^po � $ F6•1Z ti A.L4�NN WIL&t,P_8. FL P.>r#667D5 TABLE 3A � IdGDian CaPaa Tatlla lDl r��+�� Openm6LVICsh(Io7Vatdt:allyepalldlx3 mtdllolElj or Opsnleg HElght(tor hJdTeNalysPazs:lr9.mti0ans} xrti"�,a Sole mIn 710 40N 90In talk 1201n 1401n t00b a 1J:2761 Recmnaa27 Ttnpadmi, fiaden➢dor 7rop'7d9np. AccWipSar lle7tTaanp, Re9tawdm 1kalY01ab0. Rrwen0An7 7Np -m elan Li r Tin AeetanDamr 7R{Ya1en0, RDgaaBMu Tro7ITEnig Roelad➢aier 1TapREm➢- 4 U009 t-dn0 Lbndn9 L-Olog Ioadiv L-ft Lodt(98 Lwa60 Lczdt,p7 tnodiq LOadn9 taadng I0a5na Londit0 tmdn6 Lw69y L13KL Uafi9D e_; ,STSAfuln E Tuba _T $ ga s� a �, g' � 3 'a 1 sg $�� 11 8_ 8j U) Mwftan �, �� s � £ e � s 3� s �� �$ S �r •� spE s' -m Q1n 77aa 620 74 = 7D 10.0 1 40 20 51 48 1t 70 742 �IT4 43S 170.0 2 8 t j J IL 487n 174a 708 Tma 324 170.9 d50 770A to 1TU 87L t74a 010 170.0 1133 MO am I51.2 Jim 170A s77 130.5 1738 770A Eao f�9 1139 iT0,0 sea O7.E t100 t70,0 Se0 ESA t13S 17DD 6B0 50.623ln 77OA TAT M40 5B3 l7aE 6m 179.0 631 tSTA 2w2 174D 604 1fBA 7m2 t70A 77:7 tsu f032 Tina 747 117,j 4032 1740 7d8 D7A 19a1 1740 7S6 L79 7D39 1740 750 744 iN2 170.D T58 `2 LC a to e 5f in 170D 707 170.0 Ott 18tA 007 17aA e9f t062 807 1047 73D 12as m7 15Zs 120 707,E E07 745.0 7H 86,B DOT 1/L1 710 ODE 98Y 1/q0 709 59.1 907 HO.e 709 ao,8 6a7 14e,II 700 m o cQ OO In Sft.t = USA 615 117.3 7JS 406,8 efi TIE 733 I'IE.D 6B9 8A2 735 TD42 600 7a.4 73s 99,5 553 Ta.6 T39 95.1 578 $28 735 D1,B 574 644 7SS Yf.O 5f4 f1.1 7JS 91,8 b74 E- to mL1 12ID W5 Stga 67a tOLe SEO 171.E 357 no - 98.0 547 79-2 66s ml 036 d77 Oa0 879 sts sqe ss8 7D.0 579 50.a 66E 75A 621 43.6 t2S 75A S21 3E,1 SS6 75.6 02t V 69% 105D 507 112A sn 08.a Se, 95.1 111 7SY s0T $1,0 s01 �,� 057 YI.1 f!R ss8 a'07 7L3 fee 5rA bo7 8YA -i81 f{Z E01 1M i7a 5(S 9a7 a2.7 471 J7.1 EW OL7 4TL 2 W o � 7f7n its Sm 059 443 6a•0 Ste 7s.0 fat 50.0 0 60 47E Sf.O 510 57.P 410 45A 510 9a 413: 44a me 5q0 Am OIA $10 45A 402 29,2 Mn 44A OW 2SS 510 *;3 39J to �, T60: 69.M 453 17.5 4a0 aT.B So 61.7 302 49.5 ASS 5t,1 SOS ASA AM 4SA 'Wa :0 458 4CS 17J; 34.T {36 41,E 088 2d9 AM 17.7 M M 450 W.0 209 2I.7 456 W.7 J5a Z) _'D,7 $ Z 7aEn eA,2 415 6.0 0flf W5 4%1 W-0 On 46.11 05 49,8 1 OSS Am 435 447 -460 3S,7 115 40.0 355, 5L1 475 31.1 251 JUX4 433 3414 mt 22A 47S 32B 24! 20S 435 02Z 340 ¢ � tom-. �" f ¢ N 09k 41,8 307 ♦SI Jm 3G8 32T 30A 260 20,D JY7 31.E =9 25.1 727 :D.3 WS a2 327 'A7 91 29.9 =7 20,T TSB 02T 2{.4 292 ifA 32T 1a.J 706 Z ID 96fn 04,4 2b1 35A 2a7 9a.T207 2aR2/A 2aT 28.0 2<E 21.5 2S7 23.1 214 79.1 297 20,D 21a 7T2 287 19.E 217 26T 1bA 732 {�-• G�7,.•yz W O t09.1n 74R 22T 7A.7 2D5_ 20.2 247 24a ZOf TT] w Im ea lau 327 1" 193 tq a ?to 8r' 111 In 22A 2tS 22S i94 IaA 21S 78.1 tst 169 21S IaA 100' - X T201n 17Z 1E4 !Z9 187 U C4 ¢�o 0 V5 TABLE 3r3 AN0HORCAPA0T YADJUS3'1iSENTFORMULA <xT Anchor Ca ec1 Tah1a LhE ANCHOR CAP.,,cr„d �' Ac and suxuata utl7acnle 3,6tlmna. 11u0arra4u Formcmu PTwow WWI (D�)X( )-ANOIIORCAP.- 5716'Eko vf'sselm S11C2t90 v4s9txo 91061eD1 wastrat 912SIeH MULUCNCAP. Anebor'fy7a 5119"Emunum Ili-otolS.= tllhwan 3H6•EtaoUb.= 114•Ekatlymon l.Defe6elnr Inlmd.a AOOt0E07nf slmiftas)$-my(6s) Sa467, USMIS FORMULATO 013TAIN THE ANCHOR S y Aft0arC)fp Paltarns Eden]Ydarae(Io): 1• MIT t' 2.1w 3•tffr 1• 24fr 1• k-fir 2. 31w r 44r as4• 0.w CAPACSTYREQUIRED`CORRESPOND7NGTOAN _ EmbedmmLM L3/l' Ial4' 7.Vv 1af4 z 1-uc Zvf• S•rr 1-w• 41K• 1-L4• r law tale' ,mks AC(UAL PRESSURE RECUREMENTFORTHE 2 Anahm g<75'M4, .RIStOnda7 orOfsel4ly p'A•1K 7m lto am In 43a ai Book, 16-A b. 270Ta 280W ON Im T40L9 J7410. 664W 11401W 341 Ao 442LlO 39-w OPENING,WHEN IT IS LOWER'r Am THE MULLION fMeLalO@Lts•t4h a0.J5t¢nd9M Idr081e0 LSF(F79,2F 480 W0 7001bs WA WA WA WA 3MIh WA WA WA LW. WA 6021b7 6a5aa 11209n CAPACITY(FRO M THE TAB LE)OF 7HpSB.EOTED 4 A�aa»Q5•Mf20,Gl R7`USAMIOCUW4Fr 5k Mbs 760 ma Bw lx 75W ro: ISWCa NO Iba Sm tee NIA 1601aa 749Ita 0001ba I9D21ba M21bc Ha51n 112D b, MULLION.TT WILLYIFLO A MINIMUM ANCHOR 2AfrlfamQ0A5-Ma,a.G lefSq,kde SDsNeat Wo.47: WA WA W WA WA WA WA WA WA WA WA WA Wq RA 'no it. CAPACI7YWHICH MAY BE USED TO QUAUrY _ _ fArcmr:wtalFb•s7: to De 195wu aslo> 4/370s a221n 13sra: :fDroo m1b+ _7a1De ta7tta ssstbs dnlbs 17ann 2211m 2boms ADDITIONAL ANCHOROPTIONSFROM7HE 2 M0pat:dbL MIn.O,GFfSDIFlC O} 2/01ns -SSOIG- _ r0A WA A Ww too 1w 10A WA WA WA WA 34f tt< <fyIDs 1'90 @s ANCHOR CAPACITYTAHLE NOTE,FOR THE OFrsEr CLIP,USE THE SAMEANCH01;P ATTERN AND ANCHOR VALUES AS THESTANDAFM CLZ`. CIRCLED VALUES ARE USED IN-IHEEXAMPLEONSHEET?A. - PROOC11CrTt-•VISSD " - as mplyTnBwilhthOFlalida FIGURE is FIGURE2: BnildlnIt ac Ae*'"d- S � � � TAHLENO7ES: � 1.DD6 �•- �Jp7L1 ® 1)SEESHE$T'I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FORINFORMInON ON LOADING.EFOR GENERALINSTALLATION METHODS. roduct COaxei FIGURE,': 2)LIN EAR INTERPOLATION SE'MENMLAi:cFNGM$--ANb1OR OPEN IN3WIDTHSISAUAWASLE. 3jMULLION AND MULLION CLIPS SHOWNARE MOTTO SCALE FOR EXACT DIMENSIONS,SEESHEETS 21.23. 2.150' F ® HOLES 7D 8EDR]UED IN THE FIELD FOLLOWING DIMENSIONAL RESMO110NSSHOWN ON SHEErS21,28. FIGURES SHOWSUGGE5Tt71,APPRDXiMA7l3HOLELOCATONS. `'7 hlo.GG701i �t ANGLE CUP MUSTBc US`cD IN PAIRS 4)3UBSTRATE6:CONCRE F SMILL CONFORMTO ACL 301 SPECIFICATIONS.HOLLOW AND GROU'-FILLFSI - FIGURE4: FIGURE 5: FIGURE 6: CONCRETE BIDCKUN77{CMUj SHALL CONFDRMTo AS7M GsO,WOOD SHALL eEPRE55UR�TREATEU .375 :,o 1 I/ ';� YELLOWK. TEF 7NERN PINE WRH AN SG OF 0.55,ALUM D.045'UM qLL HICK(18 GAUGE).S SEA RUCru MINIMUM D LTO : C•., lbr /�; Pd ® THICK.S7EELSTUDS706EAM1t1lMUM GRADE 33ANb.04STH1CIC(18GAUOE}.5TRUCSURALSTEELT0BEAT 'U '., � LEAST.125'7HICKANDA35.AU:ANCHORSINTO METAL SMALL EXrANDAT�EAST3 SCREW THREAOSBEYo%D 7'X27SX,3T5-MutuON ��'�,�.••_ _R_1pP, 0 THE MATERlAL,210 1;12A`7CHORSIN S'IBEL 70WOODMAYBE ,I"S,S.OR410&S. ��5S7....'L0 .`��1� • FL 57D5 w �n SLE 4A A htulRatl CA qa Tabte 1b3R4 0 121 OIr9nIRtl Yitdth(Y0111yficelfyepat'rlYg g118(0as)erOpenlDg riDHIh1Ir0Y7crisoNaYy-sparritg mti¢D1v) L+s^�� SDa SbN 76In Soh Bala IDOL. 1201n SXZ.78X RaLeciana�WDh r' TtaLp09 r�AcnD9. ReWnOatx 14DLn. 1Datq 7mprldmb lt-w of 11,=1w. X. kni.NlM TamiaF Ttltn9All w. Ret=vQ1v IM M3. La6 Lw9no L-ftz ML.inm Q y dm L9a8Op LOW50 550 Alum �75y's�rr�aFf a a ' Z' r a r zr Tubb 3 G 3 raDlttDLt $ xa '� $ € ga a ag I �� 4, d dI i, a a a 9 a�� r 9 a` 9 u� S o� a u o x� 5 E s b. h g aX s' t. uu9 a e c as �' Sw� s� 3 �>� pi g i� i s L 6 �a . � b s- k� 3� 3 -1'a II I 'a , >a q x {� s 0eg a g y w w d`y fc _. da •r2s dr .. cr .� d`rr s a a .'"E `dada. nG a'' Ks:,s �¢ .uc da: 0 9f sa x O I�- 42h 1Ya9 520 170.D 43S TM.0 714 17a0 478 4D.0 SW AO.a sn6 '90.9 D71 I= $10 170A 111E 17LO 521 170.0 U40 1M6 521 1=0 1458 170.0 aV j 1687 1620 LTOA 521 136E 167A 170E 521 i6M l7a0 7tII 17D,9 524 170A 6A 170,0 SM 1T0.9 Opt I7SA d9 170A 173a 470.a 461 ry0,a ills 170.a a7r y700 1417 17a0 660 1419 y417 179A DDD' 12L5 1417' 1]D.0 Sao 1a67 1417 17U 930 x 00 SO.W.Stn R0.0 747 t70A 66S L; DD6 170A oS1 t)¢0 t04e t]¢A S84 170D lIAS IID.O 7'ti IOTA 1289 170.D 74f 148.2 Q86 470A 756 121.0 1]5E 17C0 758 ttN,S I240 T7DD 7A a4.{ 5207 t70A 758 o g O 64k 570.0 70Y 170.0 672 170.0 VA 170.0 06I 17AD 1115 17M 764 15D7 1130 1704 $0 130.P I= 170A MY 120.E 1130 110.0 a5D loaS IM t'Z Oaf m.1 JIM 170A 08f ]5A {1]0 170.0 80t DOIn y79.D 489 170.9 761 14D.5 915 1= Tat 175.6 915 14CS lip 10a,a VIE 1325 71S %7:8 91S WA 725 61.0 %5 liLS 'M 73,2 015 1%4 Tt6 me OIS It" 715 &,0 DI8 114.4 7%5 1" � (L+N Said aD0 i61.9 71D L2d.E 230 13A9 044 y085 tW PX2 68I &A 070 1122 570 d4.{ a70 l048 ttez TAD 830 9D.; 99 67,Z 1P0 04.3 a1Pl SL2 830 D4,1 &0 ni Wo OLI 349 V J Tv 09A 131.+ 761 I,- t60 $10d 7SY 1I08 806 04.3 75Y :05.9 621, M6 767 M1 014 73A 757 W-1 606 0&0 w N2 e9D 55.0 75t 78,D 59a .7.2 757 7&2 Sol 4tA 75r 7D2 mi � c-, a � a 721n 110(21 BDS IM6 6.42 84•a cua 0fA 540 -7 can Eod 5S0 61,0- S3fl 772 521 SU 628 So 514 •62 M 62.1 60 47.4 e'18 67,2 SDO 367 N8 Si3 497 31Z 83S W.2 4P7 -j xLLUU 7fltn 885 571 00A 498 7Li 57t 7E8 4LS a S71 Nd 412 6L1 S71 8DA 4TI 4eA STI �.b 484 432 Sri 6L4 456 WA S71 nA 45T aO.P Elf 4S.a {47 27.0 a71 t<a i;6 d -.A `�T;Z 781n BOA 542 82.4 474 -7 54Z 70A 4st sm NZ ar.1 458 Sao S42 a47 440 4L4 Se 51A 442 40.0 b4R 47S 437 312 542 47.9 422 23.6 512 40.6 424 25.0 W2 40,1 42TI . - ¢ § C tigm sLI 407 9,7 �381 Z,4 407 4;4 35S WA 401 W.8 a" ffi5 481 asa 3IJ Zq8 .(W.. az.S Ya4 2d0''4ar '20.8 :S1 •=•4nf 2a.I 3l7 1DA 4Dr 24,t 1 322 1183 401 =.9 310 M!n Z 42A 759 4L1 =0 55.E 354 S72 1 34{ W.7 am 32{ 3q 28.E '+.,58 28.6 304 2A4 am 25-1 DOD 21.5 3a8 24A 20D 17.E SSfl 2f.0 230 M3 358 IL2 20; ID81a aa1 I- 3D.e = at 28S 259 2S1 20 283 =X 247 3ab 2M t9A 244 ffi7 203 18.9 Zt0 1bd 2E0 yob 2TI � X T1iin 127A zar 2e3 z42 s1-y 26r 20.e 236 tP.B 2Qf 2oA 27S i7.3 2[fl 18.3 7bS 144 Z87 1E5 228 fl N 12DN 27.0 2ffi 27a li1B tDd 219 ieb zD3 i57 220 t82 2Dz V x Q Q 7A5LE4S ANCRORCAPACITYA11R1STMEN7FCR7JfL1LA: Anahar Da 611 Tgble ps ANCHOR CAF.,•,,,,,, SemLalC 2.rk Ddrmte 3S4Cond. JInDOA'CMU PIYcdC7,W P7YKoa Mall (DP.)Xt )eANCHOR CAP,ua ue �'-p�� Slit•wc. fA•s3Eloo 5.'15'19a U4'338t ;10514d atusbw 8128Led MULLSONCAP.,,,,.., ADcharCTip PattDTrs Atx)vY7ypC s'16'Eh°l9h°"" 174'Eke U0m6a1 aliCEb.U{OOYon 111•Ek.tONt:m tMir9eoa A=y GOW 1111M.. mve0ety saes UD613aaW(G51 5fmiltM) USETHISFORMULATO OBTAINTHEA740HOR 1:9paa.truapnz 1• 2-�m r aim a-va• A. 240 11 2.( r 3.1/e' r 0.4a• 1 SA4• tiff;• CAPACITY REOUIRED'CORR5SPONOINGTOAN Em5a9mmth¢ tam 1391 law W4• v virc 1•v4• 1-114' I.Jf4• rur yv{• b• Iodca AOTUALPRESSDREREOUIRBMENTFORT7-- 2Jmf M0t-wMIA'0,¢rsmnarcsorO+tetatno-T3.ik =)X ZW2. A5009 M0tm 154410 =0W alarm -UM740b. a741W aD4tLa sfepr 3tim. -448% 60 OPALING.WHEN CfIS LOWER TRW 7HEMULLION c,rsl.d. iWM-1)aa Gb.2Y 4rn�na:iD i.fa•Ma.o 4DO in 700 DA wA WA WA NA ala 114 WA YJA WA iux ®21w can :Ix9». CAPACIY(FROM7HE TAB LE)OF THESE.E=E0 1AOrlm atja'A90.R41{S35AnGe Weal lFq.1>: 7801M Ta01Cc 5301 ISP4Itr +8Ga 1be 640 mi S00(ba W1-1 740m1 Jams Bwiw too:air m2ma eD5 1720A+ MULLION.IT WILLYLELDAMWIM ANCHOR 2Afa8No aP.45•3A..O.G)U.CVLIn19.f2S ASan.IFfD-{y, 'SDA - W�l- -WA WA WA Na[ WA WA NA NA FDA WA WA Tt57Y. CAPACITY WHICH MAY BEUSEO TO QUALIFY t AmlwrJR('9p iF#, 499fW 1Y522 2z51fu N5f6a SIItbr fag mr- -f401b= l77Ad 310 ms 78719a Sa2� RS Ws fTama 211 m0 tollft ADD17tONALANCHOROPTIONSPROMTHE 2Abdnofe®1,15•Mh.a.DIF41 IFl9.0); 7AD7b.I s501ti-i WA WA a Ne 1961hs WA wA A wA -WA -341�W :i42LDJ, 5801w ANCHOR CAPACITYTABLE. NOTs.'FORTHEOFFSEf CUP.USETHFSAMEANCHOR PATTERN ANDANCHORVALUESASTHESTANDARDCM CIRCUMVALLIESAREUSEOIN THE EXAMPLEONSHE5724. - PROY4UCTREV755D .smmptyi68w7f711bs:Almda FIGURE II FIGURE2: TABLENOTe-S' flOtl9i1GCa0a }�a^d�23$.03 • AeOePrnnw74a --'yA00`�-- P-+tPftatiOnD:te j2.as1 ® I)SE-SHEETIFOR7NSTRUCrONSONIISW j TAIILESANDSHEET25FORINFORMATIONONLOAnWG, ky SEESH`=E7S2-4FORGENERALINSfatlgTIONME'rHODS. Mom. 2)UNEARINTERPOLATION SEIVJEETI'MULL-LENGTHS ANDIOR OPENING WIDTH51&AL[A WABLE FIGURES: 3)MULLION AND MULLION CLIPS SNOWNARENOT70 SCALE.FOXMCT DIMENSIONS,SEe SHEETS 21.23. 2.7SD" HOLES TO Be DRILLED IN THE FIMD FOLLOWING D)MENSIONALMSTPACTIONS SHOWN ON SHEEP$21.23. -- a FIGURES SHOWSUGGWTrD.APPROXIMATEHOLSLOCATIONS. ({D,54705 14 ANGLE CLIP MUST BE USED IN PAM 4)SU&S7RP.TES:CONC rMF-,S1.11 D11r0g TO A0130I SPEC(FICATtONS.HOLLDWAND GROUP FiLLM `/� - CONCRETEBLOCKllNT1'(CMU)SHAILCONFORNITOASTMO.9Q.WOODSHAI.LBEPRESSURI±TREATF.A %'•t1'•� 1,D RGURE4: FIGURE 5, FIGURES YELLOW SOUTHERN P114EWMAN GOOF 0.6E ALUMINUM SHALL BE GQb'3•T5AND Be A MINIMUM 0F.125• :� •' STA7-OF �1-- TH1OiGSTEELSTUDSTO SEA MINIMUMGRAPE33ANO.D45•TKOX(13SAUG4STRUOTURALSTEELTOE=_AT LEAST.I2ST1410KANDA36.ALL ANCHORS INTO METAL SHALL EXMDATLEASI'3SCREWTNREMSBEYOND I X2.75'XASD'MULUON ll 11 T111 R- THS?JATERLAL70&#t2ANCNOR5iNT0Vf00DMAYBESTFFt,1l?-BS.SOR4IOS.S, rris+s/UVA�G���� fJlTltltltlSl\ P 3YNNMILLER.P.E. FL P.7105870.5 J B• TABLESA 0 Malif9n Ga ze 7ai12a rRk° }};;��� S Oppalntj dfh(for wt4cx%l-PeMlfBmdnara)ofOpeningRelght((Drwz_m10A•a.PDrsingnuillam) 9�k� mlD 601a 701n 54In 90in 1OAfn SAb 1 114CDI lacy. '� q RadantAOv T1¢Rdafm, Rxm90t1e Tlap7daR7, RadmWla T-#Vwm� 11ed.1,11cr 7m9%'m, Aedwo9w 'ilspmw. A.danatar Tmprmam. Ractcwg 1leplidatm• RaawIgclw Tmp7dm9. Rea11n1A11P 7hb97dwtg. d 1"x3A251X la0¢n7 Laft 1m&ia Leach*• Lae&n9 LOsdng Loft iaadng 14.ft laedtp Laadeg LDD&ng SaadOp lncdag; L-1149 LMdAg Lea&ng Laadn9 ga: .600"AJtDn ,� $ a .. ' a.. a a.. a� a: �� a z, a �S_ y S^ •� .. a1 ., a 3 �.. TuhoMw 8R a Un LL b ov o u u cD C iDv s". c n �Sa u o S •e v•e 13 3`v e n o o Ste' u ,. e sp €� a gg� a s �? _� 4 e �� a e ggp $, �$ r 2a b•� r� 3 3§ o 5 $ 5 �a �v a _ 42h 170.0 m 00.9 43S 17to 1744 IlNgt 47a 170.4 SW 170.0 WS 1744 9B2 17" 50 1740 lit. 17U 521 1711.0 VUll OO.D S2( 1711b 1400 170,0 573 IXII 1735 1710 521 15(4 1602 170,41 1 521Ul 46L� 170.D 700 IVA 024 Y70D 170 170.P 504 170.0 D771 5740 03a 1TR0 1133 170.0 a61 1TOA 5375 170.0 677 170,p Y<t7 170,0 Bop i5y7 151T 17a,D aa0 1D5.! {97 170,b if>SD 116z tS"fi 170.6 Ob0 a S so.6251. 110.0 747 1740 6a3 f7OD 6D9 170.0 B3f 170A 1W VILD B04 170A 1105 170.D = 00.0 3344 170.2 747 Imm UpA 17U 739 14L7 1495 170.0 70 VA.5 1496 170D TSB 1=3 Um vom 756 W a� � 541n 170.0 TO'7 00.9 012 1700 VA 174R "al Y70.0 111E 1740 754 170E T273 00D so tal 1401 M-0 av, las 1401 VU 6ia 124.b 149 740 1 1 as! I= 1401 170,0 80r m,4 {SDI 174D 06t 1D C F 60IR 110.Q BBS 17QA 701 2740 1093 170D 797 i56S 5163 170.1) ct0 13D.7 11% 1137,0 026 lYJ.D 1156 iSa6 00• 117.0 1158 140.T 910 925 1156 i44S 907 70.3 1f68 144.51 OAS al IIW 111.61 DOS I.- SYIn 7T0.p 930 1749 745 159.a tm I= Bm 137.0 IOiD 1SSS BOP fi9,8 la19 141.7 348 YOBS YDSD f72D 090 16.9 100 o&6j 8211 7119 1p4D {{gS 820 645 1(99 516.0 412 si9 Im I-= BID C!) E MR 100D 1155 170 769 tap.. oss 131.31 W 119.11 955 MT 743 t0C2 D56 121.41 776 D26 L95 1128 735 03A = OU 757 39.5 455 9DA 740 SBA 158 9XI 746 521 9SS DST 148 -A 74h 1�5 Do 1349 697_1WD = 1l4A 662 9f-1 S03 W1d OTO 8DS 00S 013 65D 71A 1aB 63,9 649 Ot3 1a3 760 a42 $3,0 B01 72.2 832 AS9 w13 Bad 020 40.1 am 0-7 827 70h 1092 TZ1 114.1 07A HL9 721 9T.0 OS6. no 72S Sri 'ws 0S8 711 745 325 00.T 72I 70.1 SM "ll' 723 .65�4 .479_ ,i; , 72t $2.41 569 39A 721 1 SM SM 341 72t WA 580 4 � + •�, 737n 101.1) SM 105.4 Sop 842 00 113,4 R7 Y22 604 76A 578 ail 94 7a,4 97 58.1 614 84A 556 50.5 64 594 551 1 421 R4 54.1 541 36.1 VA -31.3 SOD 41.6 sm sax 504 z 971n 65D 614 e7A I A18 660 514 S7a +i46 47D 514 Sa.0 M0 41.1 014 44.a 433 395 514 4a.5 427 02P 614 37.2 421 21A 614 33D 412 ?S.5 5(4 W.4 400 20A 614 29D 4R3 Q t0 z 6�y7f 10'h 542 4$2 0,7 404 AS2 452 42D DB0 DB,7 46i SD.D ED 33.9 *% ;MA a04 00.1 452 D2A D70 27.1 452 OD.7 37S 228 454 269 7.86 im 452 24,2 S5 Its 45Z 220 3SS 1 x� 3�8 SODh 3a1 357 3031 322 SU 33T 327 317 272 35T 21.4 312 ZL8 367 252 "I 7.1.1 357 ZL7 3p1 50,0 351 20.8 21N 1SD 357 11D i3A 3S7 t0.2 217 11.0 351 15.0 T23. N ill 35.1 D3a 55.1 3w = 33a 34i D01 25,0 338 26] D90 2f.9 StB 241 2PL 1pS 330 20A �B 1T,5 34a Sa.O gal Y60 33a 145 27a 7_^'• 413 54.6 27S S1A D70 iOD 269 C co l291a 27J 251 9a.2 ms 23.1 1Ae 9,T 05H 1a8 209 7D.5 D5a AD 2AS 1aS 2'a2 154 289 1 2{0 1;9 1B4 149 241 11.0 20@ 120 24D 8.B 11H 11A Td5 67 B00 10,i 232 („) R•• ¢ O Q TASLF EB ANCHOR CAPACITYAbJUS MENT FORMULA- an 0� Z my� AnelurCa a Tbi>le Iba � u slaalma 271twmrae ssxamR. xmort U fu eaC7AU A71NDOa µqg ANCHOR CAP..,•..o, IDP-)Xt )=ANCHORCAP.,,. S^ b� R 916•&[3 tR"SSDpa 6116/ESm Y4`SS Mw MSlcd g72Slcl tmslcd. AnehorCllp Patt9lne ;,nefanype SnCtleOtOfram ir4•HeBUdneaR u1mcm 9t6•Aialatlsm Vt•2YDUarscOn Air Uooccn AomSS'Sta.1r(35}3era1{C3J 3ercw(raS USE7I7T5iR7RMULATDOBTAINYHE•ANCHOR Em6A'wme On. r 2-= r 1 2421 riff 7• 242• r I 24T I r 3.118' x 0.w a84• o2zr CAPACITY RECIUIREO'CORRESPONDING YO AN >:mxOnmt n tau• I., 1C/4' tarn 2• I.W. 1-ve 1.114• 7-Y4• 1-vs• lam r I w Ism• v aef AC7UALPRESSURE REQUIREMENT FOR THE 2 AMD16�474MIRQC,rsurna94m�a1 LYp Yp aalDs SD7Sm mlm 69aIDp 16441D5 27D 11. 2W1m S1c as 7401Di 374 iaa 7£41s at9rs Bn D. 4A:t= a9oAX OPENING,WHEN.IT iS LOWERTHAN THE MULLION 4Arcners@tar7A%Lo.graf0lmt¢cu•.etcpgir7C A=105 �70)9- NIA WA tUA "A =11. Nm Nm mp. wA =31c, Rv4= Ilmft CAPACITY(FROMTHETASLE)0FTHESELBCTEDSAnmeCllp1l010.3k 7mIDSDODEW WSaDaa Sm lac Nat 1601m 74a loc 6001at uses !$2us aesra 1727 px MULLION.ITW[t1YIET.DAM(11IMUM ANCHOR IA NA If3A IVA WA RSA WA N7A IVA IVA NIA WAtlOAPACITY WHICH MAYBEUSED TO gUAUFY Dsita__za los us trs ea2m 1351m 14o 1ta 17710; 1 EQft Sa72a amms 473 it. ,lrog& gum emus ADDITIONAL ANCHOR OFMONS FROM THE 2Axt>x®1.15-WR 0.01FCOa01D.7K 2ADIDS 5�1D: NIA WA 'NIA tV1:- lmlas- -WA-- -IVA .WA _WA N0l 301Da 41271D t3Alm ANCHOR CAPACITYTABLE. NOTE FOR THE OFFSET CUP,USETF�SAMEANCHORPATTERN AND ANCHOR VXVESASTH RD ESTANDACUP. -- _ _ _ _ -_- FRODUCI'RLl135ED as camntY✓•YS1vi1h thamor4dx I 1-•iA00`•-1 SuildingCade FIGURE2 TASLEN07ES: AD ee D��lCT`Pr�)�' FIGURE ,�; ® i)SEE SHEET 1 FOR IN-5MOTJONS ON USING THETABLES AND SSE-'-T 25 FOR W FCRMA7iON ON LOADING.JL_ ® By 7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEWODS, - _ Mi Dab Pfobxf • 2)LINFAR'INTERPOLATION-flEiWEEb1 MULL LEfdGitlSxNalOROPENINGWIDYHSISALLOWABLE - FIGURE'S' 3MULUOOLAND MULLION CUPS SHOWN ARE MOTTO SCALE,FOR EXACI'DIMENSIONS,SEE SHEE'i521?3. ��•�EMS •uCF'P .a �.1 C-.•__ HOLESTO BE DRILLED IN TM FiELD FOLLOWING DUvLNSIONAL RESMIGTIONS SHOWN ONSHEM21--23 FIGURESSHOWSUGGES7'ED.APPROMMATEHOLELOCATIONS, N..1!4705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS.HOLLOWAND GROSIC FILLED .600, - ••D, CONCREETE BLOCK UNIT(CMUJ SHALL CONFtlRMTO ASTM G90.W00o sHAU.BE pRESSURE-TREATED '�'� - 0 t� �J/• .b lij RGURE4: FIGURES: FIGURES YMWWSOUTHERNPINEWrMANSGOF0,5S.ALUMJNUM SHALL BE6063.76 AND BEAUNIMUMOF.125• �• 541,,•� �' 1L` THICK,STEEL STUDS TOREAMINIMUMGRADE33AND.045'THICK(IaGAUGE).STRUCPURALSTEELTOBEAT 1'X3.S25'XSMULLiON % Q �C+ 1 (t1VPMULLIDM 'i" :rLDt��ol• G. i LFAS.125 THICKANDA3EALLANCHORSINTOMETALSHALLEXTENDATI,6ZT3SCREWTHRFADSBEYOND THE MATERIAL 910&#12 ANCHORS INTO W000 MAYBE STE6L,18-e SS.OR1410 S.S. A.LYuPi7MILlER,PS- FL?.F�fa'5705 t VI 1b 3LE.SA -x Wb Ih.Pr rnduor.4 Gain Tol" go In gall. lValft 12DI0 lit h Iria in qr- -B -84*nuol 7m1JDiDDR, RuMgle 10. Lfteng UNTAD lum.Ttifn t,_ - ".g Z, I t Ila fa CL H 6 1 I u - a -a a A Au. Ang 11.1, if z z roc .421, 170,0 43S 176.0179 170 1%M VU 1=0 PX 170,0, M. 1".7 1510 017U if IS.,174A 921. 170A t240 IM fZ 170.0 4 D JTD.G I MI 143.6 12Tg 14a7_170A w =3 ADIA 110.0 -Im J170ll VA 179.0,1*M jIXV 170.9'WZ i7C,0 63.0 114.C'1133 170.0 :faf I-IMO IVA SIVA W 150AI.I30Z 111.0 G50 130A I= 17a.5 I'050 LLI 110,-C301174.01 BW .07,7 '150a 170.0 ago. W,Mb-Voo 1.741)(70.0. 503 r= Cal:1179.11 all 00.0.:104C 170A 04, 170.0-1 5 IM 170 74? M.D 768 117.1 1201 1MV)7M I JOM I= I=1768 ats I= V0.4 7M IS Ina w.I 1XI .14051 IZ5 Al co mo LLJ 84 b, 170,01767 1 Vj; 512- 170.0, M'j 170.0 1-01 17LI31 IltO 174.0 7A IY4 -lun Ing M(1372 1153 17M W IZA 01a 063- IQ24 1I53 V0.0 Ba 0.2. 110 1 1164 Wt 177.2 1158 1 17= M C3 daft, .110.11 GU-1174.0 Vat. IM7. 1001370110 .14=1 104Z IBIA = IZA 1042 VZ.7- 00-1112 i0d AW.3'1181 JQQQ IM =2 W '014 fb42 IZILI 7dZ 71.6 lot 12F.1 ?AZ V= IOU 175.1 637n ma".I goA T45 Isla-.=2 J*v�-B.j SAD .12g%j CV2 144A 729 IPA 111.0. 10V ItU 892 Uli 7ua 0.7 2n Alta 750 7U 902 IDIL4 74S 8.0 744, nz an iam -r4.5 t - - .:-22 -6b --- -�� M lc� 661, 947 117= 78D 157-S'm 114101 7p. ,!J� .-Za.j1*A 047 117.7 -M OLD 947- JM7 723 =7 D# 114.7 ou 711, !MI W -9�14 711 X1.7 047 4LO ill d ca -ou- .am ns. w -.047 w j 07.0 to •VA7 a7s 0.9 44fl 7M 050.'4D,5- 50, 70 QM 4Z5 '349 VA 631 72IN lxfj 1"Fr1l.7 737 fi12 841. VIA 1.60 !L". 70D �wv 21 IL 115S 7QZ 120,7 .M f-90, 76Z 11120I.AA BLS 70Z 100,01. K. 7OZ OW = C42 76Z 742,1:620 1 PT.3 702 492 A .41.1- 7& Skit 597 MI .7a. 595A 695 cr)- �7 13. 4a.1 1.782 az E 1020 .724 ItIj•E34 l).0' 724 1,50 1p�'jkS-4Zf_�_;M=--ZV' QU 7N- 7-L4 UD ISM IM 0.0:1, 01 "63A 44.5 71; 67.3 U3j 382 Mf 60 72( 'ZX4 623 =4 Sla- 555. < F- DO 1. US '643 75:6: 461. 60. BO.Z 414 01 M 'Mo :JzG 41A -Sa 47.1 450 oa.p-.-ta 42-11 4M W I 39S 1 40 250 543 24.1P.1 43� 24.11 •543 W-1 1 7.1.1 W' W.-r. 4ze Z < < 476 42.0 US =jD 478 23.1. 2&M I MAP T7.2 479 2A2 VA in mr> to In. 1= Z1.3 07 w -2410 AA WIa. 1W 470 SO- 4e, 4r.--�116� ill -_1 00 Z19 4" UX 40a -.2et _�;7 :��:'.., =4 317 10.0 -x Ito tu •Ali. �,;o- ;43,? = tfl 245 ZM- 14A E--T 1-= Z44 :10: 2" 2zo ill Ll -ZTA.. -1 717. 2TO = = w-;;F 7w--J-2-to•7%. IF im WS 39 20.1 WI 75A 057 17A 204 22.0$-.1.111 ;�S- KI 274- 214 --ttal- 21.7 XM W31 103-1 ADZ �i la 17,1, 112 TABLF=613, A=STMM FORM"- iioR a4pAkny I FZdCMU Prwwq� miw (OP.) ANCHOR W,-::)=ANC:KORCAF-_ SNW Lug VVESMID clazlog = ous a I MU�LLJON CAP,;-�kJ 'XomG.for tomen A00a7dr.SSw(531 4i44 IMY USE THIS FORMULA TO DAM THE?ANCHOR a We -.a-a X AnitiarYlt�i V. 24M V91 2-vr V 2-vr .NI-W4' UncrmSg�rCV MWO.M SIWl1dW-Q=CID ft IMU =ft US 44020- 090 mw. -Imms Zraft 21501b; 3SUbg 74DU FA rx. U4 R* 341 uss -M-Ito 5min- 6 WHEN ITIS'LOWER-a!AMT�MMULuo • 7 7 rz ga rw3b3 sw og VIDUPS M-94 •WA ww 650 r. WA U01b. WA 632%- .14009- - WA YVA WA- W& 2509' WA --1W WA -AA -WA 1:43fbo --1ftozs -Hru-.r. M ON.1 Y1 OR hol. W04,5).qww -Mr- ew.a.- Jsaoft -1051b, -�90 lb- 5604. TVA -760 D* 743ft maim isgzft caw Cal tm Mar. dH MAY U 1170 lb. IFY 2151, 1320 o;v,,cx Iva lb. 1170 F.-. =1 -2340 Ito 4544lbs, 440 t� tuh. 11491br r- 2=ftR--Ifmz-to 3aw Nx"NCHOR S FROMTfSE I tm-n. VA., WA wh -wx WA WA WA. WA WA 1 4 Arx?M;0 DAT-Mr-CM/ i 14W;tt ANCHOR dAPACITYTAB�F- picoucrp=- tzr,UrgMM 0 2.WM=MF�aD.01 U '350M%. MIW-! 200W 7051M 47DV.- .KIA 250r. V4 31ZIM2 WA 3,71M. .42R*. 5w1b-, ,jz 440ho 190 1w- :WA . WA WA .WA ft -?-VA--: WA wh 'S u5gin EMB. I•Mlbc 1120 t. _yTykzjv' NIC-M Vc r AJjn'f,ICHORPAT-Tr;RN-ANDANC14ORVALtJESASTfil��ANA.�DcLN-, -izc(r _Z19. BXP.IFM 5 ft3� BY r1011RE' 11j- .1: FrGuflalz� FluvKaj. H 4-,-rlGuRF m F1 STRUCTIONS ON USINGTHETABLES AND SHEMT2�FORINFORMAti=tN LOADING.-SM dtfr T N merw il!� RAt;114STAtLAno 2)LIOVARINTERPOLATION SMEEN MULL LENMS ANDJDRCPENINGWI07HS 19 ALLOW431-2. 0 3)-mvLuoN-AND-mULLI0N CLIPS-SHOWN ARE MOTTO SCALE.FORMOTDIMENSIORR,--SEESHTS E5 21-23,HQLES 4�30'- TO BE DRILLED IN ISE FIELD FOLLOWING DjMatoNALRe§TRicTioms sHown ON&4Fzs2it&FIGUIJES SHOW. RGURP S: MURES- FIGURS7.1 SUrGrzr.TrmD,"PROXIMATFROLELOCArioNs. ci 4)SUBSTRA7ESI.-CCNCRETjEtl4ALLCCNF!PRM.TO=SoI 611ECIFSCAMNS,HcLLoW;ft eAOUTFjLtED . C40-WODD SMALL BrzpR=wp.E7t?EATw YELull ST: STUDS TORE 6,M)NIMUM'4FAD933AND'.0451THICK(IB GAUG�E),%tRiiaTL)RALzrEia'-TGBE'ATLOAsT.IW71ilCK ANGLEDUP'IJIGURES-'§�,S)Mtul Bt-USED:VPAIM AND A3&-ALL-AfJCHDM WCfMVAL SMALL EffEND ATLFAST&6CREW7HRtADS-BEyOND THE MATERIAL.W10 -M2ANcHoRsiNto-w000mAyi3r=si*mL,19-8$--.OR410S.S. A,LYN PIE.' MULLION •� r1� 'ABUETA e ^ N7f11(IonC3 4.1htrOtrlB mcJSr- -• OpOn[nE Wlditr 0rap4ning Halght yor)ndmrta2y+3psnrdnII ml9ifo11s) zz 6o tt 4n In 70M In 80N 10070 12OFM 14D in inn. '1 X4x3T6 WuO �a �" �m°p' TtapTdeOQ, gecbngBlr Treyrdu AW.-aleO Teeyrd0tp, 1legart90br TmFfiDe7 llrealm T-yrde09. S1ce0m0 lzr 'Npm4m I7%UOQSIe7 Tmp7Monq. Rttlen9tim Tmprn(mp. 1- AILL10.T[7p0 LOadrtp Isadllp LeadnO Ia.CeO lodd0o L-1a; L.Aft L.A tnO l"Ift 1nad67Q 'loads➢ Lmdgr L ft lowing LAe�r10 Lc.dng i.cadnII LaadfU $r rk 8 & !LS � � � a�. L0. � �"Z >� a�' $ �. •pL "� & 6. 36 Mulllan sr � �T a yz i 11 o �= N 4p'iGW w.Cr DSO 4 G � <G .�L'. .C�C `G 421, 270.0 620 170.0 405 1740 744 170,E 478 1740 MM 174E &A 17A0 092 170.9 91B 1740 7115 f10.0 d21 170,0 Sx46 IN.4 d21 174,E NEB f700 S27 1T40 iT.+S 170.0 621 ]7D,0 140E ty➢.E 52] 1L` 434 .7010 7W 77A0 422E ]70.0 e50 170.D 594 170M B02 170,0 530 170.0 1133 174D 041 270.E 1ZT6 170.0 BTT 170A UtY 'n0A bad 1740 (700 170A 4a0 17DA f983 170.0 400 S6LB 7m4 S7aA B50 '1 •(r M,825 tit 17M T47 W 6(..' 17MD a9s 1740 031 170.0 1046 174E 584 17CA 1195 170.0 723 l70A I346 RAO 74T 17Atl 4494 40.0 7!W f7o.0 fral 170.6 230 164A 1919 n40 756 4565 181➢ 1T0.0 755 to 54 In 170.0 737 Rao s12- t70A 17n0"apt IYU file IMP >a4 1740 127E 1740 ant 170.0 1434 176.0 DST Y70.0 1691 170.0 8W 169A 1799 iTOA 65l 131.5 17BD n0.0 841 124A 1T0➢ 1740 60t m p Wln 47010 us 179.0-10i '170.0'tO6S'n0.0 747 174A 17A0 770.E a7a' 1YOA i417 t70.0 944 1740 1591 170.0 age 757.6'tali f70.D'14Y1 -t7s.a' trf19 1744 ttm tttd t614 1T4o Sraf 97.2 1s19 170.0 SD33 831. 1740 LMM T.0.0 74S 170A ins 170E Aso t70A 130Z INA e40 170A '14Da t7ad [mi 1bA7 l642 Y740 1018 f41a ib2 170,D fia 1f76 76R 1a5.6 11ae ttta7 ]s42 tsr9 2167 e47 5642 1e7s i157 Yy 69N 770A 314 170.0 Ya9 t70.0 1169 179.0 003 170A 1344 170.0 IDDZ 16G.6 1472 =-a iCW 1ua 1472 155A 1140 128E 14M iMS SSDE 167.1 1474 147.D Inn 91.E !{78 14ED t104 50,3 1472 14A0 1101 Z rD c 72N ri0.9 1087 1TaA 100 tT0.0 127E 17A0 SOD7 174E 1320 MI 1101 M2.0 1= 149A t0',.2 117A I D 137.D 10a6 1oSe I= 12A6 1040 86A 1374 117A 1024 75A 1=0 11Z6 1013 94.0 C= 1f25 IC12 U J 76fn 174D f122 770A 917 t4➢-0 1104 IS0.4 ]DIE 12A2 11M 13D9 fl44 I= 1154 1247 973 02.7 1154 11A2 Da4 51Z 114 TOTS B52 74.5 ifai 97.6 835 64.1 1104 93.1 92T Wl tim pt3 B27 � �� � iZ 76)n ]6a1 1124 170.0 Dal 102.4 1t21 14r.0 MS N5.6 ti2A• 12LB 341 103.9 1121 115.0 831 87A 1124 103.E Bib B3.d 1124 BU RM 89.2 117A a9A 9QD SBA 1f24 347 BPI $19 IT24 B32 as I_ c WIn mi, 4(4 111.E 760 80.t e4S ➢t,5 736 779 M a2f 724 07.6 s44 712 ra a0.1 P44 Bob 702 bf,0 844 CIA BDS 4.&0 044 544 -e7A WX BK Sep B&S 20.E 84r 47.7 GM Q Z %N 641 742 B13 MAD 74.2 742 77-2 552 BS6 742 6T2 541 55.7 742 0.2 031 42.E 742 6L1 072 i1.6 742 48.8 614 121 43.E 'WD 31.8 742 09.D 690 27a 742 E7.6 5B4 N 0 ^Q 1WN A26 6B6 819 a70 52,1 586 50.8 5N 44.7 Los {95 513 091 eW 41.4 WS t&S 91a 37-3 495 21.3 50 342 4a 29Z :4a1 22a SW 950 4T2 tP.S 386 2G7 46'G � t01 Sb8 S65 $45 6a3 {AO 555 49-5 495 41.2 655 42.0 4a7 SR0 SAS 340 Iw 329 Bi 343 471 2Bd 655 BL3 45T 2f.1 457 20A 555 24A 44E tA0 S58 ZL4 M2 � K380 476 39.0 4M Zia 475 s47 0 23.5 475 294 '414 253 476 20.4 409 22Il 475 24.6 404 21.1 30S 16-3 475 1&7 3Df i4a 475 172 Sat r 144N 2a.4 330 2d7 wi 420 330 024 30f te.9 J30 iA3 7Fl ls>< 330 17.0 205 � r C) TABLE 7S ANCHOR CAPACITYADJUSTMENTFORMULA: k 'q�m��. A7tchne CO ECl TA 10 0 AJ4CtiOq qqP, � _ F S €: Snp AR sat9aero: 2.7EC-1. 0Almne. Hamemu Flw cmv PTWted MAW {DP,�,)X `i ANCHORCAP.„• yle•vco V4'SS EYn bff8'J3ao Vp sS 1#o DiDsrcd L1203e01 S725Ictl MULLION C/iP.,,.,.•„+' Aa hx7ypa 071E M.ul cl= 1N'Ekc uGntM 918'Za NneeOn 11CM.mi... M�,t� AncharCllpPAltefia WVam4 A90r00afar UBOfcon ApmeOtir2 settw eertw(E5) 135BTHIS FORMULA TO OBTAIN'1HE'RNCHOIt BdOD D'°W50e MY 1' 2-ifr 1• 242• _"wr 11 VIM 11 2am x 3•Es 2• GAV ; 0. • =24• CAPACt[YREQUIRED'CORRf�PONDiNGTOAN FMw&.mt Mz taf4• Twe tau• I-WAR 2• 14fi• t4u- 1•114' 1-114• +,u4• 1.114' x• 14Je' i.V9' umfoa ALTUALPRESSUREREQUMEMENTFORTHE 2AfoBDia y4.rs'b11n.O.G/s('akmdwQ at t2ip(Fk,1➢2Y 0901\] �Mi= 450Ae B901Da tali MS 27024 Z1101D'. 5MJW 74011E 3740E 04@0 945Bfa Z411M 1 442(pf 5DOIOi OPR41NGtWHEN R IS LOWERTHANTREMULL40N 4Anano¢@12S 311t 0.C13LndN4 t0f01Et0 C00{FIp.SY. TW04 cam bafM Im I" 93Z70f• WA BW IDa WA 6301t0 WA 88010E W/1 6e2Qfa _ Ba51m 11201be CAPAC)TY(FROM THE TA$LE)OFTNESELEC'S'fD _ e1v:c7wm44 t15MN.aC./swwtlfofOdsU Or fFht.iY MR. S400iW WA. WA WA WA 7e016s WA WA WA WA N 136110E 1770 rn =011. MULLION.ITWILLYIELOA MINIMUM ANCHOR 4 Ant0xagTh4n.O,C.rw2d AOvla l2l 1SFl9•bl: 7a01h 75Di.y BDDD4 ISM roe 199BIM bm IM 4f01a'+ WA TB4 N7 T4514f SWD. IaMW M2 to Bat the 112011E CAPACITYWHI CH MAYBE USED TO QUALIFY aArofq�IJ3•Meti aGlw2s5Aro[a L71�lf4b.DL' 1n0154 Y7T015a 1t0D 109 2340IM 2844@0--atom; amine- WA_ 574010e 1122 roc 17201ea 252 Da 1022iW 7727 ice 7W0tM ADD1TlONAL ANCHOR OPTIONS FROM THE 4 AroM¢®O,dS'n1LL O.Gfu{X•1n10.]25•AM(02•T1; WA WA N1it N/A WA WA NBi WA WA WA WA W» - Np 'lnom_ ANCHOR CAPACITYTXCE. 2AncD1°432.1SMIS O.CIF4114 ffh.5Y SW10s 440101 29010E 70.E @0 476 i0e NIA 2502D A -11514 WA MO ars WA 341:M 4421M 5601M -PRCJDUCTRL'vim 4 AOCMn82{.5'ML.aG 52,fTtS91t 46010E 70D b0 WA WA WA WA ItM iM WA W& WA 44A 672t3. B45033 57201ne Al=ply[ag+715h dto FlOridA - NOTE;FORTHE OFFSET CLIP.USKTHESAMEANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. BW1dttg Cod. `-'f 1.06'2 �•_• -(1.DDD"}•-- An SaN,ccA}4)rp�o2Fg.a flat tlDDic ��I TABLE NOTES: 13Y --FIGURE I:--FIGURE.Z__FIGURE3: FfGURE4t FIGURE& FIGURES 11 SEE SHEET I FOR INSTRUCTIONS ON USING THETASLFS ANDSHEET25 FOR INFORMATION Mi:m J70d°pr°d0ct ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t l i 1 1171 a e o 2)LINEAR INTERPOLATION E8TWM}l MULL 1ENGTHSANpJOROPENWGWWTHSISALLOWABLE, �HLYNNA9�Y��/�� 3)MULLION AND MULLION CUPSSHOWN ARE NOTTO SCALE FOR E]U GT DIMENSIONS,SEE 4 DOD C: S't SKZETS21-23.HOLES TO BE DRILLED INTHE FIELD FOLLOWN 4.000 GDIMBNSIONAL RESTRICTIONS • 5070E •---- -'- SHOWN ONSHEE`1'821.23.FIGURES SHOW SUGGESTED.APPROXIMATEHOLELOCATIONS. •�(--- FlGUREss-.• -F7GURE6: FIGL11tE7: 4)SUBIiTRATES_CONCRETESHALLCONFORA7TOACI301SivE01FICATIONS.HOL10WA74D l_`•.�• 66 i l,[1` GROUT:F7LLt:'CCD,YCREF'EBLOCKUNI7(CMU)S14ALLCONFORMTOA5TMCSAWOODSHA1LB6 �` . .'�4z Ind O. .� PRESSURE YELLOW SOUTHERN PINE WITH AN SG OF0.65,ALUMINUM SHALL BE .t`•,' ZURADI` ���`�� SOWS ANDBEAMINJMUM OF.125-7HIMSTEELSTUOSTOBEAMINIMUMGRADE33AND.045" 375• 37g ,CS51� ,_.. THICK(ifiGAUGE].STRUOTURALSTEELTOSEA7LFAST.12•y^'TIiIOK',ANDrt36.ALLANCH0R5 �t' ANGLE CLIP(FiGUR"'�...6&6)MUST BE USED WPAM. INTOMETALSHaM07ENDATLBAST3SCREWTHREADSBEYONDTHEMATERIAl_MO&$12 1'Xd•X,a75 I 1•Xd'Xa'f6• r q•��NIMILL�^�P.E ANCHORS INTO WOOD MAY 13ESTEEL,IMS.S.OR4i4S,S. 'T'.MULLION JAULUON FL P.E#S705 I >BLE BA MulllonCapasl Tahfe b a�rh��,xxs apenIngWldEa(fnrvet6raflyapemirgil•Affia118)ar0 enlnsHaight((O7hod7nMalyepanrtngmW(anaj $1:a.� 5 SOh Ham 7Dta In sit In ]aD In 12o1n 1401a ys61a $�o 126'X 1ta0tNmalar 7mpmtcl�. Rec muter 7mpmox ROeungdu Tmpfi0011, 17aa1 omw '11n}YYAmg. Rtdmp➢hw rmpRttanp. Itactaroix TRply nB• Rxt+m0W4r V➢pneng P➢c1ancu ;7opr0farr,. RaCe0p11ac ToKlid aa. 3i85"X IaaAna LantnD L➢ada0 Loanin0 tm0fi9 La drw Uud6 v Ia Irm; wand LOadufO Ia3da0 1➢21 L➢03n0 Laa1010 U11dD10 LnaQrq LaOa'aP 1oa0.+e 2Ds'Alum T� 2-� T1fa [It z .g g z s ¢ s h .. . , d I II I?x a= I �� g n �. s es +�4 1 y � 11 -2 2e. ,£cam .'`e a. S S,� d`rY >_ ¢ `i- �e z 421n t7aa a2a 17aA 403 VU 744 P70.0 47A- In.0 asa 170A rM I70A a9z 470.0 310 17= 1Sle 77aa Sit 170.0 1244 VO4 621 110.0 1 t40a 170.0 571 1711.0 17JS 174.0 621 151.5 1799 170,v 521 O Afa 170,a 703 17aa 524, t10;0-8+0. 570.0 54-1700 89Z t740 600 470A S10a 170.0 I 84S 1700 1276 17aA 67T A11.0 -1152.1;3 -cay: •1a6 1W8 170A ena tiV.7 isia 1701 6a0 110.1 lbta 4700 eW -1 aa,Fa51n S70A 742 170.9 6a7 Pao 9Lm 2704 031 170A 1tNa 77n0 $81 17a.0 1105 170.01 7m f74A T,Afi SMA 74f SK7A SAaa 170.D 75a Ue2 146a 170.0 730 t10.5 1409 t7DA 768 1DC4 S48a t7Q0 70 �o 6114 170.0 gal 1170.0 D12 tTJ,O ➢0a 1709 a➢1 110.0 1t76 170A 764 1]PA rt71 170A r-01 Sa1y 17T8 170.0 577 44&8 1476 170.D 850 1720r7. t7DA aAi f04d I= 17" a61 ➢1.7 1279 170,0 aa1 y o 1- E71 170.0 abs 170A 70t 170.0 i06J 4)OA TILT ySA9 1133 170.6 07a 129,0 5156 187.4 930 t238 1lSa fac.a 910 111.2 ItHa 15aA a72 eTd7 144a fiOH 7D.+ Stsa yAu roa 095 1458 14L9 903 F="' 1UI.1 m J 17MD 830 17R0 743 iMI ta51 V09 E50 T37.2 1I161 155.4 5M =A ION 1411 445 106,7 1051 =A H37 fAS I%t 12S.Y a30 Mt 1165 a22 Dab fast 110,1 all aao 1CSI 1t8.1 E21 ram, 1ak1 D97 I= 709 I= OR 151.5 a05 11HA 95T IVA T00 504.4 SV 1116 777 026 DR A= 76T 0S5 957 106E 710 II'A INLO 760 53T DST Us 749 S22 957 8a9 7{a ---112a.7 imt 1352 %3 t977 00+ 1152 aa{ 9L9 &A f0t2 a71 DDA 60+ 81A Sao 71.3 W4 1SCt 050 GC4 0G4 7aH 1Sa 63A 723 t33 46A aaC 69A m 40.2 aC+ a9.a $aS09A 722 114.{ 80a 812 T12 6f.2 81H lag 'r21 863 6W 60A 2Z2 7a] a9H Sad 722 YD.1 6H8 6C7 722 H.i6 6S0 A0.6 60.6 670 041 722 8G7 S65 34.2 J72 592 fibl '�IOL2 iaS 105.0 Eva MA 090 H03 MR 721 a s 70 S 877 12A M5 70.0 69 $62 US 04.6 WO 60,0 ➢o D61 653 422 50, S42 362 WS 414 837 01.0 INS 50.7 M ¢ tLD� 65,3 315 Ip,O 4H7 SU $15 57.1 448 4X1 511 60.1 HS 41.2 515 44.7 aC SSA SM 4D0 42a• 310 S50 DYA 4Z4 2r6 Im =f 413 ZLS a1H 401 4a7 2a,6 51S 267 419 Z X < N O ai] A53 SSA A0F AS,O 4A 47.1 197 00.9 4s3 A1.0 JOt 2JA 45a 00A OS6 1a2 45! =,0 272 27.2 4S1 00A 074 22A {$= 269 060 1a{ 455 0M9 500 17A SSJ 9 aa.i JSa 42.0 023 1{.4 Wa 02A 21J 27,2 .W' 2eh 413 ZZ W 2s2 30➢ 2S2 265 72.7 004 49A 36a 2D.8 m00 t6A oso 1a.n ii41n 35.t D16 zu aw ?D.3 03S JD,i 301 Z5.1 Ss8 26.i 26J 22D aJa 2L2 2DJ faA 35a 2" Mr 9.0 370 70,1 FRO w CO y I �=In 27.5 2D0 2DA 254 23.2 2D0 73,8 050 fig 2D0 20,6 25a tYA2'90 fat 133 16A 210 10A SAD �? 11J144A1 tat 201 taA 7aa UA'? `CZ SnTHHLE 8S •10RCAFACIiYADJUSTMENT FORMULA,ANDHORCAP. SVtt1q 2JE WrcteLe aafeecnr. N01me CMu P00CM17 PT Yim1 mdd (OP.,.)X( )-ANCHOR CAP,,, AaaazType d4rV➢oLrmm tr4.8k*M.=d U'SGFAC° 3'IBElrolm=m 174'QDallAm m YA•SyEto uVrEleo 114.5saw Yr1051td m251o:t &TA1ife0t 14ULLIONCAP.,„,a,,. AnchorMp P➢lkn➢ ul0acae Agp'Kiatr Ana021 Apg�Ca 5'CDyr(C41)BctLx(oYT suortoj USETHIS FORMULATO ODTAW THISANCHOR FAWCltiarl:aQr1 11 avr 1- 2.1rr a.11s• _r Ztr2' Y 2.1rr T aata• x o a• D,64- Dw CAPACITYRE4UIREDI CORRESPONDING TOAN 6A+eacaa➢ faro• taro• tall• Tara• r av4• 1_vr .Err 1.vc 1414' int{• z yss• 167E amSy ACtI1ALPRESSURERE(2UFREMENT'FOR7HE 2Anunrs@4.7sa9nvc.rslnrwnsoa:etcupicla,yy calms smlx ,Lams =11 �UVA vows 2z01ta 314ms 4o11a a7ilas balfa: rims a41ms .442mi �2a OPENING,WHENITISLOWER714AN7MMULUON a amn tz0ta5•lala o.Rrsla»t�asettce tF10• 4m 10s Ym7Ds wa nrw 5p11t1 Hrn 107, wn Wa 1aA M21M M5 rm sYA tt CAPACITY(FROM71W--ABLE)OF THESELEOTED 4A1 nOMfarMD.O.C,1M=AtgkOfRs1F49L:= 50; 7m tr moms SloDm 6W1a WA 76D1m Welm mml1 18R9n v,2ms ;ae51m flatms h1t WON.MWILLYfELDAMu11MUMANCHOR 4AttaaF mR3.31N.CF1UC1D.1t0a.12B'Amm. < R/A WA -WA HrA WA NIA WA VA WA WA WA WA 14MM CAPACITY WHICH MAY BE USED TO OL;ALIFY iAaMrr rry0o-7D st 10S1M y05IM '#sms I nm 140 Sx SR ms 070Da -1W On -a3L1M- A7J iD1 sro tat 12z1>m 29➢2a ADD1TlONALANCHOR OPTIONS FROM1HE 2AacDm ptt�M[20.CTF{W(ETD 6Y 2A0IDs Jm Da Nut A furs WA wA RSA WA wa a4/as.1 4421as 1 mm_j ANCHOR CAPACJIY TABLE, pR00,UCCRGV1sE0 NOTE:FOR74tE OFFSET CLIP,L)Sc THE SAMEANCHORPATTFJYJAND ANCHOR VAJIJES ASTHESTANDARO CLIP m camyl7lnawillltD➢GIDn3A FlaUREt: FIGu1zE2 uvTaa�ca6e yG-62JS.a3 YABLENbTES: I-1.2S0'-1 EAnoaOi-pm`fi"°�a�'�c .��ZJ 1)SEE SHEET I FOR)NS7RUCTIONS ON USING 7HETA9LES A'JD SHEET73 FORINFORN"ON ON LOADING.SEE SHET52.4•FORGENERALINSTALLk-nOXNETHODs. M{me Earmdc:g FiGURE3: - 2)LINEARINTERPOLAT(0NSMJEENMULLLENGTHSAND/OR OPENING.WIDTHS_ISALt.OWASLE. _ �10�1�(LYNIs'M/��ij��J '�MUIafONANOMLU1ONcUPSSHOWbt.$.R (©_Y-,i0SCALE.FOR MGT DIMENSIONS,SEE 3.188' _�-,�'�r:L10F.Ns���•,Fp_�^_________ SHEETS2123,HOLESTO•BEDRILLEb.iNTHE,FiEtDFOCLCWINQaIMe,1SIONALRFSTRICTIONS Q• �T ® ® OUPMUS!' SHOWN ON SHmTs 2;.25.FIGURE SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 6 r BE USEO 266„ _ la 55705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,•, /e FI�L1Rs 4: FIGURE 8: FIGURE a: GROUT FILLFA CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM c 90.WOOD SHALL= 0: r r1 $ C� sEPRESsUR1:TAEA7FAYELLOWSOUTHERNPiNEWITHANSGOF0.65.ALUM[=SHALLBE ���L.- sCAIE0- •?J� .0451THICK(TS AND8 GAUGE). TEAMINMOMRU=RALS 1MLTOBEATD O LE1uf,7 5•THI KANDA85,ALL L.2SX3.t8H'X205'TAULUDN i ® ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THEMATEM41- (1•V4'VFIAULU0t4) "'r� - #10&412 ANCHORS)NTO WOOD MAY BE STCrL,18-D SS.OF,410 B.S. A�!,W O U�11 1'PS_ FL P,E:A 56709 ,BLS 9A y 6itQ1 Malll-cabaoRyT bla(Ib e OPOn111 W1dt%h IM-WTHCa11r-Epp arirJ MtAlorm)atapDaM9 Halphl(➢TlhatkonmQycpeML1¢MQ(fiom) 6 �' ssok Bala 70h, DDS2 I Sol. imN - 4:ak 11a1n 1WN -a O ..76X326 RaelenpJltr Tn7nNxn0. Ro<eonp+>•`+r 7taptifsM. Ralcopfkt :dpiAtM. RpekM¢Iv 'oNAYeM• M rWkr YaWmn¢. 11:2d a l TfapLLay RxleMaler Snp7kM• ReetmipSar 7pprfdsn0. Racte3pibt TnpTdenJ. 4 XA00 1e7 LmdM LaadM {¢.ft lvsih0 2m0(M ap.I.yedeP Lafb➢ 1asdr0 tas460 lm8➢ gg,LoeEm3 1DBDa0 (Deco➢ lesiN➢ [Demn2 1m6M lavdn¢ e`. 16 dttm.Tabc a ^$��. d tt f$Y T� 6 � 1 {la � ��• � ��• � ��' � �� � �� � I �� � �a� � �� d �� �~ 7dDl0on �� � �� � �� �� �� � � .•�@ � 2 9� i� ��� �� Y� '�� � �� �� �� � �� �� �� �� � �@ ��. �� i� � ,,c mm � to aco o F" 46 Li 170,0 7DA 7{1 1a t4 �la RA 620 1PA 42 1 17 it4 70 170.0 R 17v4p 0 ➢92 17aD 310 170.0 it18- 0 -SH i373 SS1II t768 a2f l2(7' ltfa"1740 Sx1 lazt 11t6 1M.4 521 4;8 IT1Q 1fiA alt � r, su fe71 sTe 11t1A DiP 410.7 97a 4T0.0 001 t00,t PTII 170A 877 itr3 ma 1T0,0 6W ➢7S ma 170.9 aaa a7.6 II16 SIaA Ba0 T3.3 m0 4740 ado `"l l7W.l J 50.=b 170A 74T 170.0 M' 17¢0 Dva l7oA 0ii tE47 DII i70D LA4 tafP DZI 7883 7M 2572 927 i'➢•1 E!v )aSb 927 laBD aa8 a7,0 an t60.7 OlE M,L II27 t3D2 8a$ fi3.v 917 1DII3 89S a LQ E411 17a.0 7s1 S7¢3 all {5t_d ab0 170A 6aS SiES D69 1b7.9 tuo 111D DAB 1HP aeA tttlA BB9 mo 660 527 8fl9 ttD.B fl5< TA 7 M2 aix 00.2 Ws 1W-3 052 aK9 OSv 12t1a 4s2 W o Q t0N !43.2 746 tW.B A{ ita,4 T4fl 1322 ago faLa 74P 11L0 BOD D8.$ 7;6 tm.6 809 7D.8 T18 tat¢ 612 Tfd 740 86A 3A7 dS,i 7;4 9?] 8S7 812 Y{0 BJ3 6W {{.8 .7;8 ➢S] Eea fn1 Win 127.T 677 t120 STB taD,i 81T 1142 566 Da{ tD7 STD.{ 3A1 71.3 677 97,{ 6<d 86] 4T7 IIS2 6J9 819 877 DLO 6]L 6t0 eyT T7A $Iv 144.2 571 787 d7➢ 3a1 41T 747 Sl4 (- � J SeiN lmA c'fi 1N,i 680 a97 aR 973 Sia 78➢ 8Tr 80.3 W0 6T3 4S7 78a am SPA a17 724 44 51.8 VV bf.7 AM 1t4 all al.l ILL. D T2h E7P dtfl er.1 {Sa lat 814 T•i1 (40 6P.2 (10 ed.2 {•12 SLB did d88 127 48.1 61fl 842 {16 41.i 61fl W.7 N; 3t3 51a 48p t1y 24,a $Si 45,0 4os 25.0 $18 Aso <DS Z m7 m '� $ 70h Tab 463 717 40A sal {fl$ 4La 348 5QS 41d $i.9 30a 44.1 {63 {SA 3Ef 3➢Z {➢S {53 a78 3l.2 {43 {21 07; 2a.( !Bs DS3 a8r 23.x t03 385 3M ua 4as 3tt2 303 � J� � �� to fn eL2 d41 a&D 3e7 $LS 44S d7] 979 4aa <II 60t 372 4¢¢ 4;t 4i1 3W 30R •IU 41.6 3aD 326 {I[ Sd7 383 2T2 {i1 SL➢ 31P 2L0 441 311.t 0<D 2A4 ;;I S27 Sty < u aZ mN C.( IIi2 12„a a05 75A 272 37A 2HI M2 SAE 322 234 20 M2 = 2M TJ,S 33t 241 27R 212 SST 24t 272 TL7 322 ¢SS 200 tax 77x tPA 28E t].7 3]2 !d7 2DD � Bak S5,A 2a1 JS.9 2d0 24.i gal JOS SSP 93A 3D1 26.i 271 2t➢ 491 2J.6 249 19.1 L. 21,3 1{f i7.5 2Al ADS 241 148 201 17.1 ?3Q 1'E5 Z81 lSd 232 ZZ a N Q 4Mk 2A.a 90 2i.1 2Da 3aS 170 21•t 2C5 175 2Aa SDA 7J1 1S4 mo %2 1D3 Q X^ m O 111 h axb 214 Esl ta7 1II9 218 in,( to 16R 21d e4B ia1 f.f.i 21tr t4A tea ci Lai oO D'� 42aN 17P ter Sd,Z fl0 W,e tPr t53 tat A7 U ¢ O O ZgO TABLE BB AnrJlarC actOrTallta(fbII) ANCHORCAPACrTYADJIJSTME14TFORMULA: v D:sll' StbelmhC 27XC Mrdt 13ARe .I HDamt CMD Rw emu PT1tb0a llelil ANCHORCAP.,,,,,� iz c e�2'0 (�1X�. ANCHOR CAP..,• �1o•txD 1!4'6SEIoe dn6'67cD 1r4'ssF2co itOSTee1 at2soel ➢tzsts 4'LLiONCA"_' AnthorGllpPAttQTaa k"h01 ya1 Lt6•Flml9lmeea U('EkoNOaaoD Ialmeen Srla•FJrDUflmean i1<•Etevtl5raae0 ADmeGetc NUocee ApOttGe(at sertxr(a573etcwPSI semw(G5) USETHISFORMULATOOBTA(NTHEAMCHOR Edpv txatDOPO pay r .zvr imp �trr 3•it8' I. zur 11 24rG r 3•ira• r 0.4e- -4a1• a324• OAPACLTYREQU(RE.D"CORRESPONDINGTOAN EmDc4rxn1M4 1+V;' II., t3l;' 2" 1•tTr Y•U{• 1-vP tall' 1•vl• 14l{' s sam• ti72• ta4c ACTUAL PRESSURE REQ EN7"UIR5NFORTHE znrDtame{.7sMB.owsmnaaaaro4><toglF4•lX sw1b: 3W1m 4W116 890D. •TII({Iaa 2106a 2IAH. 3sims 740Iin 374IN BatlbII wStb. 211IN .44213 s9Qlbs OPENING,WHWITISLOWERTHANT:IEMULLiM 4h'foauaO L1Y MN.O,Rlslcldx4(at O4DMiSD lFk.2y 190IN 701 as A WA 2UA WA 3S1 ms W0. HLi wA WA wA rA2 mr !fl&TRrs SS70 ms CAPACITY(FROM THE-I ABLE) THE SELECTED 4owaama>3•T,mr.m.e.rCO2xsAMtomDsl(rn¢,a): 7aD¢e 7mma emna lsW>bs teAelce 5(➢W 4[ams Hm 7Wlm 74Btm mIN, 1es2(m eazD� ,ea51Dc ll2otm MULLION-T('W(LL YIELD A MINIMUM ANCHOR -- - 2Axaammas4-nso+.ocrlu➢4,(mn.lao•Anm.(Fb.4x wA-_ wA wA Wa Nu wA wa A f0A WA WA VIA WA ° WA ➢wlea CAPACITYWHICH MAYBE USED TO QUALIFY 1A-enaerwsala.D1: tD3>m i931➢4 x04 ms 4;Sm3 azlm¢ to We t4a Tx III=_ 3MIN 157 IN am" 473)W v0 ma .22t IN 2a011m ADDITIONAL ANCHOR OPTIONS FROM THE 2AncUme l$t.'Li'MLt.O.G/FQrocRvO; 2fOtaa a501M wA •WA wn A twTec tan WA WA WA WA -i%iiee -44214 da0w ANCHORCAPACUYTABLE 9RClOVCf REY1SE0 os<amptyinxwd the Mod& -- _ Baildikig Codc - F!GU E7: FlGURE2: TABLENOTES. ( 1250', DcPIItG�t )Fj.pZlB, 21 ® 1)SEESHEETSFORINSTRUCTIONSONUSINGTHETABLESANDSHEE)•25FORINFORMATION By _ ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. ,MI Dcbo trod¢n - 2)LINTAAINTERPOIA710N13ELWEEFIMUU LAV>THS:ANOIOROP:NINO WIDTHS ISALLOWABLE ���t IYNN/� rriii FIGURE 3: .. 3.250' -- \•t a I. / - - 3)MULLION AND MULLION,CUPS SHOWN ARE TO 3CJ(L8 FOR EXACT DIMENSIONS,SEE `��,�i'•VLOG L`SB-•'�"+-���--------�---ANGLE SHEETS21�23.HOLESTOBEDRU1EDINTHE FIELD FOLLOWING DIMENSIONAL FMMICT70NS Q$ B'aUSED SHOWN QNSKEETS 21-23.FIGURES SHOW SUGGEVIED,APPROXIMATE HOLE LOCATIONS. _Y:.• 140.53106 IN PAIRS. ,4)SUBSTRATES-CONCRET`ESHALL CONFORM TOACISMSPFaFICA'RONS.14OLLOWANDFtD 11 L - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•90.WOOD SHALL .108' �,�'_ ✓.F�'{�� 1 f� IGURH4-, FiGURES! FIGURE8: BEPRESSURa±TREATEDYELLOW SOUTHERN PINE WITH ANSGOFD:MALUMIh1UM SHALL BE �-�J'•- s4Al:rp W� ® 60(13•T5ANDDEA.MINIMUMOF.100aTHICK.STEELSTUDSTOBEA MINIMUM GRAD533MD �'�X,'- p �45'THIDK(18GAUGE).STRUCAJRALST EEL TOBEATLZLZr.175'THICK AND AS&ALL 12SX32SK.1D0' S;+ \' �9 ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THFODS BEYOND THE MATERIAL, MULLION i�;SION N1-��•� #1DS*12ANCHORSINTOWOODUAYBESTEELiB•aB.S.OR410S.S. A.NNK,MiLLT? ,P.E. 8 FL P.E.#58705 I' yam. Mumpn l-anuth 'n ® � ® � pcA a fi m awe " hxwxs � exA � N x rn ® G I y b 7 0 �. y 5' S § fi 4' 3 By- ITT m r� I m rp� s' g o °&J o v G N % P e d katcoo,p.lar D .o ��`it�•a`yn Z.�.egA{R�.�'Sj �. u `u i, g H g � � � � 4 (a ) r r ub Flgv.d Qa,j � ® m a a p���`• ' � � � � z m � � a � e � 8 _ � ., R,q.s,aei.p r n� tn,nlp c id iY i S 8 3 9 x tip M.tnc.p,Ap S pN¢KW cq.ar s S, RIgJ,rd �ror�-z �y �d 6 v N MA"nc,p.a a N 3 I F (i' i N r9 4 r, bi e g n Q1rA� j H J �p�s��.�HY�yM,en .. ;`. h&' � .. R � ev � v ,�,. wr+ F+q✓u,dp6.I V� ^ � c mn(a,Rc,way s w b Md ac,putr g^ 000�c,, S 1,;31 $ tY G d5 p A � ' 9 9wg4,dI. s� �o t � >� :--" 3zm� =HCAzc'� 9 w SgisaRtl ° � � sigh . o brm�cRa.�ty a �' _ fa 9 x u � � Mare.",,r n �y �mn �� x 9 -- 4 _ a x F,srodia c .A(2p Oyc� VyNQ wvoa Zu + ud yy° C � , LH L 6 •iO iP _N � � m G �7 a �d9 Jim)j t A p = FP°I tr o gg p 1n -, V D R�' C� Oita011)r4� m o MIT" czi '' - a s K Z to w m Sal amp.,al -- i"ci �e��sM 3 i tiHb fib vwl' gopk: -Isle i m F !erg u � � R.gdna�b,j o z � S !mY>e c.pap m oaKno>O!c 8 z u" H u fi a A a o 4Hmj I Dorocpo arti �y��_�n•y��'a��C�yY n � � M "' � i! � � n �� tn.r�mo.P,utr 1 5. ' L, I! pD���l•'-Nq0 f^ (-,a M b k.r -�i ��°' � b b b u o (AIm) y� V �o cAnx� "cc o a" 5 a fQ rcr",ni;e'i�`'r 4P �o��i�id�i 4 j x _ < MAP pv F ! •1_n mvCWaso�pp��oo o+ Nd Co fnZ I' Egg ; Mal I NO } ip Epp ' 6� nIMPACT R8Si5TANTALUM UM TUet MULLIONS -j? � �(��'`� '''• i�: S�j g�` 26X3.25X.624 MULL SPECS �,T7%/frr. _'��-: X• San,x S nnairtgNa O v �_�r,- ••L�\�. f¢ 7£ N/A NIA 6300JR 14 14 a Lora mxn�coc�•� Rl �.I•^�'•••••:. ♦ urn Rp �nie; awtic.eup: DilB Fm; JL YRla:E lL 34TJ3 �JR&OWSKI D308/29h11 �suro B rvXa°BDFLsays J MSZOWSK! '�D/i0/14 NEW MULLS Tn SHEET5ET or csFr ornintul a • I - ,BL.E 11R tEulRen CepealiyTnhie(ihsN.tS] wa Opntng RldlEt([orV9rll^,a7y<spanNn9mi<tlOtn)o70peAIn9 KP19Ft:QOfhOrt7atiDlyx9emJnq lnl(LOfis) 0 35�' 607a.. 701, 10'ri 90 eS took 12070 laic 1cate 7g�Ygrr c A¢cUnguv Tropntzp. R¢dCn1!!x ,Twa4aanR Aetloa9b: 7'nplNerg,' RDCU¢pDlrr 7ap7Muip, Rtae,qullr -Ylcpff0snp. fL�rn'pulxr Trap(F.x1D,) ?impJc, A.g1de„0. RrU®palm Tf,X. pult. Aa1>o0u,7 T14AUnO_ sgl ao 26 x3.D4 Lr.duD Ln7dlDa LDeflnO iw5np iee6ln9 IpaONp UraGpj LD¢dlns ry7r�; ta70A9 iDrf,,16 ta.a.q„ krdma�' LOrdap 1oDihq LODdha Luft L d4V .tnma7uDeiIrK 3 .. '• = a �,-$ z_ ,.. 3., •s' 4.. %: 8 B_ a §^ x s rs., .. tf 3itltttans �� ¢ 02 � a- a „� � � � sq � ^€ s• s€ �, ,� =z. e a$ -� � � �� � ^� n^ 4x sssPGaksF <§ Rc = ? � S£ ss � 2`"� v�s 'a>a n'$ '` € yva g.s � L gE is <s 5' $2 $z � Ea 4y' �d z6 f= s'a $a ss & B a �� Za73 8a 32 �a : §a @a tea" fu�1 421n II&D 620.17D.9 d76 1749 7{{ 1109 47n 170A 366 I tToo 6➢6 4a0 992 770.0 518 174A Y.S6 YT40 6;f S70.P it{9• Yi09 521 ft99 +(68 rrD.9 ii1 If40 1735 i70A ST{ f70.0 tt83 ROA 621 O r LU 4ef0 170,6 70S V0.0 R4 17pa 850 VO,a S64 Sian 17aa W0 V0.a I. 710.9 G61 40.0 tI16 'VDA 6Y7 170,E 2(17 VO,a 610 17D9 V00 V0,➢ (5D 170A 1913 170.9 b8a S74a 226r VOA 600 T 50,67S(a MID 72T IT= Sm lTaO a9f •Y1DA I3J V09 146 V0.9 SI{ V09 113T 170,0 Ta fT4P i](6 170.0 747 nD,a 14N V0.0 7S6 170A 5793 tt09 7� 170.7 2d9; V09 7i6 110.0 2797 17P.0 756 d fC ISIc 170.0 131 170,13 6+2 IT" 'ASS +70.0 691 170,0 1115 1 VO.D 1 7S4 Va4 11275 110.0 m3 i7D9 14341173.01 8V I f70A I ISM iTOA 716 Va.O f973 V0X M 1709 =I 2740 161 ICL21 240 ITOA 751 LU C to 14 1740 Sig 17aA 70+ t70.5 I= 1T0.0 I 11T VOA VO IUD VD-0 On 1YDA 1417 mo 514 A U04 117U 1 996 170.9 1 7V1 R40 1 1071 A 2t26 iTO 170-01 IOU14a3 21M 17U0 1067 0.e 2153 1709 Dig cc U) � I✓J fain 91.0 $30 170,0 7(3 VD.D 1156 V0.9 860 17g,0 77D2 I70.p 446 tTal 14D0 V9.0 101e 17DA 7a7] 1T09 1D7b 170.0 "so VUD I1Z.7 15U 22M A0.0 Ills WX 2650 1701 1171 i1T.7 20ta VOA 6bfn All,9 97{ f70A 707 170.D 1190 170.9 907 170.a 736( 1M•D 2D02 Y7DA i56p Yta9 5066 tT40 7750 110.0 7t5S f11t0 (946 rr9D 121➢ H79 19N }]U9 7271 R2.E 5966 170A 17aa fD7s 1965 77➢.0 12T1 c 1 Min 17D.0 IOU 170,0 010 I lb 1211 1TDD 7a09 170.a 1439 IT" 1129 170.9 170D VDA Y728 1SLi 1734 12LA U15 U8.7 17V 10A =; 11af IT9( IST9 116( °s,Y VJ4 +50A I= car 17N 117.2 IIS2 � �� g A}� Tein V0.0 1t;2 770,D 9]Y 174D +746 7fa0 5D00 16a3 1556 VOA 1205 14YA t566 1962 1215 17L1 i55b SSiS 1td6 +273 R56 tits 2751 91] YSSS 778] t2rJ 6l2 16i5 LT27 1z19 7ir iso t21Z 12t5 O O e Z 7aln Vag 110 170,0 S6t 170.0 198t 174o tt16 15iV 5677 1653 1246 1D6A 1477 Mo =4 S2L2 tiff 539.7 R09 +495 tq7 1235 SL21 8a9 Y{77 ilL9 1169 T74 1477 1f4e it60 672 14T7 INS 1164 Q c v B01n ilia till 1495 3T6 ti9A till S2aS Ddb ia73 111D taTS 05f VAX 5110 =2 97S 709 III➢ 175 922 7L0 1119 M.7 DID S92 till 113 831 607 1110 uss 87D w ilia 52,7 e7a z Ny ¢ m D 961D 1V.a 975 "3 072 97S 976 IDIS aye a x S76 D13 &2 732 57S Alb DO TSO 073 71.2 417 MIS SYS SM DID• 40.4 97S 57.2 749 Oil e76 d2] 7f6 74a ef6 {9,] 19T � `r SOT7n 922 7r1 813 on mi 771 1" 656 W,7 771 613 Sl4 51A T71 SL3 6& 44.7 "1 45,0 OF A1.1 7n y3 R? 30 77f NJ EU 2IA 771 35,➢ (2l 26S 771 ]L4 112 1117n 7ST la0 77.7 661 D7,1 ma GSA 050 Sdi 770 56A S(9 47J 13n 493 631 42.+ MC 45.0 62? 9EB 100 47.1 6:4 71S 7a0 15.6 6aD 27.9 73a ]19 5B9 2].7 70D 21.6 daf Tn PO 179E S48 12i 619 551 4a9 S1S 611 Doc {2,6 $24 443 5S2 ]7S DU ➢g S4( 37A 624 a9] 69 Sao 424 ]21 531 2S9 D2{ 27,1 6:9 21,4 6i4 Y4,6 SD9 18.T 474 R2.6 � Of X � 1Y. n Win ]1.7 4# 36.1 4D0 2a,9 {33 �A 39$ 74�n 473 23.4 3DD 211' 477 =,4 309 I1] 493 AD,n ➢8I V,] 43-a Yls ]IS U N Q ? g z O O An m TABLE I'(H 1 ANCHOR CAPACITY AWLISTMENT FORMULA: �7 x Opp ApcDOTCnpaaliyTalAe(Iba) x n S:fY�� ANCHOR CAP.,,,,,,,,,, �c T '47 Q' Sa90r0IC 2TItC efen a3kcmr. BWOIYatU FlptyCUU 003 ME3 (DP )X( >eA1VCHOA CAP.a� t71B 9co v4'S56k0 6(C 13e0 tlPas87cD pt➢sYtc 0121w a¢sta:f MULLIONCAP.a,,,- ktcDa'tYac OrlsBeouasm u4+Elcaftttrncon urtr:mn 3t+sIIeoU6rrm vcFJeovDlasOjf ,�3t«. ummm AQmzcr sTw m Sam SDmwM USE THIS FORMULA TO OBTAIN THE ANCHOR A7sah0rCtlp PaIIDme C ) r E ttltmrc9nl 1' z-uz 1• zarr Aire r 2vz i' �1fr T sva• z 0!s• oat- pJ7P CAPAGrrY REQUIREDbCORRESPONDING:'DAN tlmaeenmt 1J+4` telo 1QDd• t3'4• r 1•vt fv4• silt f-v4• 1-1q• 1•v4- 2 fss• sva• ,mes ACTUALPRESSUREREOURBMFNTFORTSiE 2A,klf•AS@ 4Xr hM V,c./slafcrA ttameccnv91a.1z 8m ms 0101m ssDms e601re I:141w 270m, =,a9 3s4 fas T4vtu 3f4� 6NIm plstm Mw '442Ds 5601m OPENING,WHENi7 IS LOWERTHAN THE MULLION --- do ms®1.16•ffoa aatsrmnse(aab ac9p(F10.zF 4m nv 7m as Arn n NA wn Cmwa wn wa r n WA wA F82�D7 i6gb10 1125 CAPACITY(FROM-ME-MBLE)CFTHESELECTFD ---7AC7Aa(7riIDL0.a!(S).Yan791eC17-r(Fl1$ Tmtm 7901e7 SWrx. 15WIm 1fl061as Won Settle xw 7601'ls 748W 660)m 18D31a2 ®21¢S few= 152-ow MULLON.(TWR.LYIELOAM(NIMUMANCHOR 4Anmema5a•a1Dr.n,a7utuamta,lDD•rcaa dk Rw - 10A --WA -toA RIn Wn WA n1n wn /n WA n tow nu t2671a: CAPACITYWHiCH MAY BEUSPOTOQUALIFY 1 Aact071 FCOp 079.5k ,Oslo, 195im azSla: 4¢s ms n2t1e i361D] 409A- 17TIM Or4R7 t67tes ]3;R6 47970s i70p1 �2213G 28p0t ADDITIONAL ANCHOR OPTION-S FROM THE 2nncRrs SL1>p.11}nt7.IL Ft 151a 6i 240Wi 361 Rc Nw wn A WA iDOae WA WA N TER a4Y1ea A42 mr 66o lta -ANCHORCAPACIYTASL.E. PA071-VCTA w1d. mmmplyinlhn>5It1($br �r GURE1: FIGUREZ .230` AceeDifdd'af�� o.0'd18+0 - TABLE NOTES: C%pig' Data rjA2j 1)SMSHEET 7 FCII INSTRUCTIONS ON USING THETABLESAND SHOT 25 FOR INFORMATION sly ON LOADING,SEE SHEEI52.4FOR GENERAL INSTALLATION MET Rom M Dadc rrodaC( - `- tlU It 117 2)LINEAR INTERPOLATfONBETWEENMl7LCLENGTHSANDIOROPENSNG.WiDTHS.ISALLOWAHL'E. l�� FIGURE 3c - ____�_s�Ot•,,....•_;�fC(, ANGLE .1)MULLION 3.94` \�'��,�`7cENSF':r¢--�-_---_- CUP MUST SH5eM 21-M HOLES TO BEORILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRI071ON5 ® RS USED SHOWN ON SMSETS 21-23.FIGURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS IN PAIRS. 4)SUBSTRATES.CONCRETESHALLCONFORMTOACI301 SPECIFICATIONS.HOLLOWAND GROUI`FILLEDCONCRZEBLOCKUNIT(CMS))SHALLCONFORM70P&MGHo.W00DSHALL -:J•' �f •D 'LCL" FIGURE4; FIGURE5; fIGUREfi BE PRESSUR6TREATED. ELLOWSOUTHFRNPNEWITHANZGOFO,SS,ALUMINUMSKAtLEE; %�1�7 ` srar o• Sp ® 8063-TSAMBEAMINIMUM OF_10D°THIMSTEELMDSTOBEAMIMMUMGRADE33AN6 624° .p(ORSS?p, dry 04S`THICK(18GAUGE).STRUCTURALSS'EELTOBEAT'LEASi'.126`T`HICKANDA36.ALL ��s ,,, C�V' ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW TIIR8WGI;EYQNO THE MATOUAL 7!4 S/QI'V.�,`S.tN ® f:10a#12 ANCHORS INTO WOOD MAYBESTEEL,1949S.OP.410S.S, a.25'X9.DCX.62A` A.�,YNt•PMIIl R,P.E. O MULUDN FL P.E#58705 ' r7 1 i t^oLE i2A w . - - Mu111m:C acltyTsblD]baAY m�� H� - • Opantnl[V7tdttD(/orvaffcaly3panrI mtt4an91orOPBnIn8Na19h1((orb�;Smf�IsfN:s,[airlsSm�E..) 6D51 wab y06M - 1201. 1SOfn t601D 'e_c` Raelwpuat Tren'l4NA1, Raelaa0aer Troy11Rv011. RveW+yvitT -Rvp'OfanD, RedaDrlfai TfeyMT6enD. Ammnpnv Thq/ttlang. ReWr6TJnf Tfa".9. ReeOagAve i/apf7AaRQ. Aoelenplat TapfTAv00. Rsemn9�fnf 'Rapr7Qma xv 2z6x.25 u-ba LAvdM fa3dn9 lvad'n0 1mRn0 r uQnq l.aadriU Laeayl Im61n9 ]evdn9 Lad" 1.OvdtOa faa6h9 Wa3fp lmdnU [eedng t➢trin Iaearb 4 Mum.Tubb � � � � r �' d �� C � �.. � Da u z � s fiJ Y^ � a a Mvliron .� a g.� a a '� �s Iva ,� a 1 a G $ g k� g by d S n,' _& 0� &� J� D� x a g B= d a' Av co T Z ti rc 421n MAI 920 110.0 4U]170.01 T44 170.0 470 17A0 = 11-0,0 6W 170.0 882 1101 619 fla0 1115 M-0 621 T".0 I., 370A 521 t70A 11a0 y7a.D 32f 17a0 tA5 170,0 5tt 1740 I= 170.a 624 O 491n 170.0 70E 170A SM 1740 8•A VU SM 1TD.0 894 179A 03A 170.0 1153 179.0 90 %70,0 12T5 170A a77 1TA0 1417 170.0 Deg 170.0 (700 1740 sea 170-0 ID67 5710 no MA 2267 7740 680 � LU 6vZ 1, 1140 T47 170.c 603 170A a% 177.0 831 170A 1048 110A 604 1740 118E mo TS7 17U 130 11A0 74T ML 1485 l70.0 153 f7a9 1793 170A 76a, i70.9 2092 MU 7W 17a0 299i 170.4 Ts8 y 2 641n 170.0 747 170A a12 IT0.0 938 17A0 9M 170.0 111B tt40 7$4 170A 1216 170,0 807 t70A U34 1T0.0 MT t7i0 7a9f['7. as t70.D tO1S n9A 881 170A 2231 170A ass iT40 26E0 1TD.0 86t w Mtn 170.0 338 170.0 Tut 1740 1087 17a.0 T07 IMP 1240 IMP 076 A40 1417 1740 S44 17011 15% 1700 990 1740 1711 19a1 %IDA 2t7S I= 1001 170D 24T9 110.4 It78'3 160.8 2W 17D.0 10a3 W1n TTAO 970 170,0 74S 570.0 11;0 1740 a57 270.9 1702 R44 210 17A0 1436 17aD lD75 110A 1873 174D S079 S70A 1&!9 1127 iTOA 2tt1 110.0 1169 1692 2313 170,9 1171 1<6S 2353 170,0 1171 ('• J to So In RD,q 974 RSA 7d9 170.v tie0 170,0 9tn V0,0 136{ Aa.O t004 1724 tea i74D {089 T10.9 fis3 170.0 1t36 17A0 t948 1210 f7A0 2J76 1'10.0 1715 13L9 2437 770A 17A0 102a 2577 1TDA S2a6 Rln 170.0 SOBS 17U,D 8T8 170A 127E t740 St1a 170A f{Da tr40 5120 S7D,0 1700 170.0 127II 170.0 l9fa tt40 t7S6 SIRS 2125 y397 t<S6 21a4 574a 14ap t24,0 :t1& 170A 1ffi 7092 2i84 t70,p y670 Z ;!} m =[ 75Ln V0,6 1f22 170.0 937 RDA 13R t70.0 f080 17ILD Ina 170A 1209 170A 1704 170,D 13a2 165.1 iM A0.0 lai 140. 1960 I= 12M JDap la•1.a 164 ttmi IMP t54.0 fa13 224 1v90 f32T Imi .'3. 7e In i70.d list f70.0 96T t709 last 170.0 TITS 17A0 151! 17<49 125M %0 iM 170.0 13t5 1CL7 = 110.0 1474,'177A 1s9t lead 114d 154% In•] 147U 952 taal 139.E 149 L40 1861 1375 l4E4 4QA00%n ixo 1328 170A 1144 149'1 139E 154A !N0 117A lava mau Ito lim lass IMA 1179 514,4 199a TILL 1162 49.6 IV3 Ita 74.6 13M 89,8 1122 93.9 130E Si7 1105 83.9 1290 789 it!XZWin 4a,4 I= 161.5 109a I= 122D 4a0 1074 1053 1779 114.2 SSat 9L t27a $49 10W 8;.9 f2M 64.6 I= 73.7 I= 1015 614 =9 7z2 D a W2 127E MR 077 451 1229 62,! %7 cL 'Z Nlve.h fw'6 371 ivu a77 88.3 O7l a&0 lO;t 74A 271 T72 D40 Bt.T 97f UA 03Y a7.5 071 SSA RM 61.3 9K 013 {at 9TI 49.0 796 s7A D71 44.0 782 32A 9rt 404 271 to N1l11n $s,4 a!9 10'.S = 79A 219 01.8 878 adt 919 749 D00 69, Slm 820 794 60A 9(a Mr 784 4L7 910 774 79,7 M0 44A 7E6 Sit 91D 40.2 742 28A a7v 47.1 TM 12n to TS6 Ica 79.a rie azv Taa 81S 7D6 35.9 788 w a 472 7e6 SSA 886 419 786 44A 477 a72 784 wa 71,a Taa 34.9 tcct A.0 7aa OL9 8;1 0aa Te6 28J 631 � oy 14(In 47.7 9W 4(2 E04 a84 548 370 os 41-Z Sib 01,D 4E1 27.3 516 2A2 d05 7A.1 34a 23A 479 1 MA a4a as 47S tat 6t8 195 49.4 16,c 648 173 465 132 54B 155 MR V X ¢ � ?3 TABLE 12B ArtchOrGpndtY Takla(bel pNC14OR CAPACITYADJUS7MENTFORMULA7 g Z t 3 ANC1lOEi,CAP..,,,,,,, - . SumUnte 1i%o1mMe aSKtk(1t; llmarCftu FYY0C4tn pY1vRa 14ey (DP )k( );ANCHORCA°.,•, 9 '�, e,tg An0N0.1YPF an6•E1ca Uaatat Y4•EkOUa'aCaM1 BTC R`•O tYiC Eicv URrset 1fePJ4aU6taeon WSS D:➢Sle6tca 1r4•ssvo 1ftOSled fM251a1 af25teet MULLION 0-'3 a:'7 Ahah0rC1[p P4115ms wlremA Ag2tcG46f tlpmeal AgpeSSttr Se tm 60'e1 rA smwp* LMr=THISFORMULATOOBTADITH2°ANCHOR Edatxcr>m➢qu 1• zrva r zvz• 8-U8• r 2.t)r 1. zvr x svm r act• ast• osTa• CAPAOI7YFIBOUIREO"WRHESPONOINGTOAN f'maemla1l m wi- vase 1411a• 15 21 1• " 1SNP 1-1/4• 1114• 1 141 1.1/4, 2 13'6• :T&IF va1Ct ACTUAL PRESSURE REQUIREMENT'FOR TIM RAnaaa�673MOt Ctt:./SSSAInf@a0ia([3y¢]y in2c MCT 49110a 140Pa a90px IsAft 270ta1 t 2M)&. 740m1 474 it» 664I0D 949¢a attba Xmms 3Wift OPINING WHEN IT IS LOWER THAN THE MULLION aA-•a9a3 fD2,�'kln o.filstmmat{�ettrellc90 g7a3 74pm 7®tla s»nn 14asms 1r44 au Nrh scar. WA s7s1m WA 053M rv4 667a>: 'aeslrn 41291at OAPAGTY(PROM THETAELP OPTHE SBL8:.r O sAfctuast.7r>aala.crs[ecm,acer..•ene9atna+a aaSIDs am 75n3a 1946ms NIA AW ?mhx xlA 799t0s N/A mA A WY2tm 11sa9s =Iba MULLION.ITWILLYIELDA MINIMUM ANCHOR 4Axtnn 0 TMtn,O.G/M2--5At01v C1DS/LR4dk -la)ib1 7 6071c!' ISM?Ar' Mums D01a Eta NSA 78Dttl 74am1 eMkt la2Rc 8821bs B65Ba ilm fS CAPACITY WHICH MAY B?USED70 QUALIFY, 9ARron®s-euv,o.C7 r4121s Af010C1yv/IR0.6D ri701G' t1101[a 117E 10t 23rtalb 26Hm1 81 bi= Sara HIA_ 144011a •13228G°`'1a ^ .1Ds 10721ta 11727Da 168003 ADDITIONAL ANCHOR OPTIONS FROM THE sAn:tnf09la'4•Mh.a,0.111.Gip.Nta.126' 0m.(l1C.7z NSA ILA AIA WA urn tUA wA 1tUt A1n. NA wM - NK -'NA --WA tan At3CH_OR_CAPACITYTAHLE 6An:ha00.64.41tt.O,QlI]•COp.IOI➢,129'AfurA tFk.az NSA VA NA WA NA NIA DOA AA lUA N!A WA WA a•A WA 2t Ea }+11DOvCT•Ra-•V15EA 2MaaF�4BC7yn.OD/9•al71Fl491 =101 3101w 3%51n 74S 1C 7122R WA 2MM HU O4E IM NA 440 Ds IUA tl(11C •442aa II5010s aD vamplyitry lKd7 do Pi0tidl '"' - SAICIas4017rMN_OLIFSUO SD0 443107 Ond a791R1 07a 0s NA WA S9 tm RA al0 tfaj AA I WA I 6t10K 66if(6 &9(� BlnTdiag Coda twwND 16-021$,0 N07cFOR7HEOFFSETCLIP,USETHESAMEANCHORPA7TERNANDANCHORVALUEBASTHES7ANDARDCLIP. A< nD31c CL4CLED VALUESARE USED IN THE EC6,MPLE ON SHEET24, Fspi --'rIGUREt1:- FIGURE2: FIGURES: FIGURE4: 7'ABLENOTES: _ Y M[em T3adaFNduttl f111 i)SEE SHEET FOR INSTRUCTIONS ON 17StNGTHEYABLSS ANO SfiEE1.25 FOR INFORMA'[lONONt.0AU1NG.5EE SHEY-TS 2-4FOR _ , 0 e e e a GENWIAL INSTALLATION MODS. �`�t�Q1J�,,:�ETR •;1,M/j���/i i �� �i- 1.10ENSc •.FP-%---- - FIGURES: FIGURE St. 2)LINFAR113TMPOIA-10N BETWEEN MULL LENGTHSANDIOROPENING WIDTHS ISALLOWASLE R�;' '•.fir% 0 D o o 4,90a" 140.GS705 e o 3)MULLWN AND OLLOVO GDIMENSIONA20N CLIPS WNARENOTNSSHOWN014 34EETS2i-2EXAOTDIMEPISIONB,SEESHEETS2t-23_HOLES70 BE X[MkTEDRILLED HOLE - ,. THE FTIOb FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SNEETS21 23 F1Gt1RE5 SHOW SUGGESTED,APPROXIMATE HOLE fr a o LOCATIONS. !_tl'(A: FIGURE7: FiGUREB: FIGURES: FiGLR•IE1o: 4 SUBSTIIATES:CONCRETESHALLCONFORMTOA01301SPECIFICATIONS.HOLLOWANDGROUTFILLEDCONCRETEBLOCKUNIT d�•.• STATSOF ;'W e e o a ANGLE CLIP ) i •,,A20R.. n a (FIGURES (CMU)SHALLCONFORM UMSKALLSE606OASTM ANDEEAW0OD IMLIM O -12S* ESSUREEELSTf?D&TOBEAOUTHUMGRADE3SAND5GO7810X i„� •.......... o MUSTBEUSEA Ad•UMINUMBHALLBE6063-TSANDBEAM(NIMUM OF_12STHICK.ST'EEt.STUD5TOBEgMMIMUMGRADE3:sAND,045'7HIC7C(t8 2•X4•x.25w9ULUON IN PAIRS, GAUGE).STRUCTURAL STEEL TO RE AT LEAST.128•THICKANDA36.ALLANCHORSINTOMETALSHALLscTBNOATLEAST3SaRw ref tl \11 THRFAAS BEYOND THE MATERIAL,m10&#12 ANCHOR4INTO WOOL)MAY BE57EF1,18-B SS,OR 410 S.S, q•LY11N t'J1'l�.�..ER,P.E. FL P_•1Ytier65 r! t 4 apanta6Widih((o"INIRK fyaFarrktdmd1ons)orepalntSHeT'Iit(fa rIrA;mMsVyspe1r11gmdio s) 5qk WIa 707b ViI toN 10dk MI. I 1401a iWk ��`'ha�4t1� . itoclnapala, 71a�Tdtma• Roatumd r T1ep'rawq• RacI.Vi5r Ttap'nim, Rxln;rJcr Ta I VAM R-donvID., 'ifapr7d-w. RactmrPJnr ThpRaao➢, RxlaaOol¢ TmprTilm, Ranlenpaf¢ T7ep(CaanO: lixtlnp/M TmpRdepg, oS zzsx.25 INa'v tae60a LWdrtO taatmP Leach; Lca3aa Loaft Looft loa1Flq .l� m ta4dn➢ Loatpfat keaam sandaa Lnaaon tmda6 laadrna laudaa O c;�� AIvm.Tµbn € ,E' v R a •u a a ' .. d -, v a -� 2 •.. J170.OM4 .� £ �d.. v :. e.. fplml[art „ a s sL a s fig, , ,$ o' or $ $ en c ��. n sa < �.x � a emu. �� 2 �c � m �� c2 = c za zr2k tt0.0 81.07K 17a,0 478 17a0 fag 170,0 50a 17RP DP2 VAD SIP l70.0 1118 170.0 b21 V40 521 17U Met t70.0 521 170,0 1745 VD.0 521 170.D 1sa1 i7DA Snl170A 524 SIO,o 850 170.0 lS61 V0.0 007 i7DA 0aD ttO.D ISa1 V0.0 QD1 170.0 1275 VOA a/7 V0A OW 1740 1706 rrQA aee tt40 7657 V408D0 l711A 223T 170.0 DDa = S747 VOA 6e1 S7b.0 &H VO-D Olt 17D.e 0 0 Ve.D Da4 170.0 1185 110-0 7M S7DA IUS 1740 747 =0 T56 fIAD 1781 lTOA 75a 1TOA�2002 Y7a0 7Sa {7ttD 1781 2700 TSa 3 D12 RD.D 03a 47DA aDt A0.4 ftiH V40 T54 i7DA 12T5 174D LDS 174II 1434 V0,0 aR t V0,0 LSO t70A iH13 7700 H01 t70A 22111 11a0 00t V11A 755D tt0.0 tMt 111 0Oak i711A Des Vd,O 745 V0A I= ST0.0 707 VOA 12{0 i7DA SIB t70.0 1477 T'f0.0 PA V0.Pill% 170,0 am 17D,0 7033 1TOA 2L75 V4o iM3 77D.0 247D 17aD id5s VdO 26R V00 tom Q03M 7I0.0 ei0 t70,0 745 VOA ttta 1740 live Imm t002 STDA 0<P V40 44aa i7DA leis VOA Im like se7s 8 tt0,0 1R2 V4D 273f 170A !!pB VDA 2ap3 S7DA fi71 7740 2DI5 AD.d 1171 2 ea In VOA VU ITIO 7a6 mm Sift mu S03 trtlA SOS1 170A tD$C f7O,0 ISSD 17q,0 10e0 T740 {751 170,0 1155 tfOA lfri0 17a0 1210 V0A aaa rr0.9 1275 ITbA 2727 17D,a 12m i7DA alV T1a,0 t2Da Z yg a *y r 721, VbA loan 17 o a70 1740 1275 1740 1002 1Ta0 145D 170.0 1129 17a,0 1T0a 170,e l27a rr4tl 7➢f3 rra.D 1315 tTOA 2125 tta4 13a7 i7DA 23I0 tt0.D t40n 1740 2W5 170A 102¢ 170.a 35m lTO,D iS30 U flLu 'g TO In V40 1t2Z i7DA D77 i7DA loin 170.0 105e 170.a sb7a iT40 f1L8 S7aA 178C STO,q ia?2 t70A 2018 i7aa t42f iTaO 2243 1T0.0 iSOG VO,d 281; 47aA l829 V40 1140 170.0 10➢4 1To.D SSM 17D.0 Tics 0. a Z 7Lk 170,1) iwi 1IOA eel 11dA 15D1 l70.0 1119 {70,➢ iftt 1Tp,0 7250 in.0 1042 1740 13H 170.0 2D72 S70A 1C74 170.0 23e2 17U ISW9 17U 2783 170.0 17m 170.0 J?13 170,e 1777 174P Mona i7DA 17os mad 170.0 137A 17U 1144 110.7 1524 17DA 185 1DM VU 0 17MO 148E 17U 2725 VU tabs IMA 2001 I= Iles 174D 2453 t7a.D Pra VQ,,0 315D M.0 21Ya 1540 34f3 17d,0 2f23 13FL5 34t3 17p.0 met 4 7 z N O ink s70.e SC17 174P I= 174d =3 S7o,0 1405 174o 1903 f7¢D Is22 17ad 2'a37 VU 17D4 VU 2350 17110 1L52 170.0 2573 179,0 ROBS imA 31aa i1oA 2370 Salt 318a 1QQA 2tlo 10d,P 5109 756T 247a F. �;a � p IOU k 4TOA SsiM i70,0 Ud0 170.0 ie13 VO,D 1e47 174a 223f iVUtam Va,D 2SSa 570.0 2079 tots 2T8f 570.0 122'i ita,0 aa1 faLB 2073 123A 77af f4DA 22at 1D5,Y 27a7 12a➢ 7734 9'T.7 27af t1BA 2StD � t1°.I a o3 14110 Y70.a Stf58 i70.0 S4a4 11oA 107n VOA 170D VA.. 22D3 Me To= 17U Zan 170.0 2140 151.6 2n32 la2D 22s5 13" 2e32 145A 221H 11a,n 2Qb2 l2e,C 21W >7A�22521 1fi1 212D 85,4 2532 TOGA 2096 x o� 12a In mA 1771 170A 17. 170A 2f21 47a0 ltm IUA 2252 150.8 1"1 135.1 2M 541.4 1954 1211 2252 1272 1838 111E-1. 2T52 IIL1 tH15 ODS 2T52 09,8 te72 77S 1444 t25,1 13U TZDa uu tOCA 15&1 10Q,1 l425 80,4 t5M STS 14D7 7d2 IM4 Dal1 40.2 1Da5 Pa} tael KA t233 •N ¢ '� O TABLE la ANCHOR CAPACITYADJU o ;00 uD S1 MENT FORMULA: x Anehor co del TabIB lhn ANCHOR CAP.,,,,,,,, _ (Op..)Xt ANCHORCM.,,s 1= c aDM1r_1s 27xemefela s5xootx. tlglvituCu 7maLat FTNbbn e3mal MULLIONCAP.� '¢ AvahorType: y1e•s>:aw.-anon i7CFXaglSooan =�a•.Sna 3ms•Es.muana vvzk.tlmx«, -S➢Fxo snr sn•ssEl:e %IDsera Kfzatvi wlxatoj Attchar Cifp Parictfla elbmm 7g0Raolal Wlauon Ammsster RmV(Gb)➢aawlas) PcrcatG5) USE THIS FORMULA70 OSTAINTHE'lAXCiiOR Ea2aatam�afnk r 2,Ilr r 24tr sus- 11 2-trl I" zlix 2• 3-us r 04a• .oak• aa24• CAPACITY)EOUIRED"CDRRESPONDINGTOAN Bmtla mt0ol: lard• I•Y4• talr 13'4- zr t}r4 "Ir 1-W 1-114- 1-114' I-v41 r 1.210• me, eau. ACT(JALPRESSURI:RERUIRI-LegrFORTHE zalcaasA4.7S'"-CIQISM'-'ofoaariC{i0ffM.1 aaaim sanlea 4ww beolnl 18444a 27DDa zedtx Jslme t4o1m z74m ts0111x &Dim Sit it: 41 R aw1P1 OPENING,WHEN iTISLOWr;RTHANTHEb1ULLICN 4 Ai9Ma®4.BD•h1N_O.GLSImdtt cm1=etl.CaplFb,01 760 ao 7wm MD --.-17solh1 Sa21ta sarno wo Iw 7Da ma malb. --j4a --..27 1b, 1ss afslna 112D Im CAPAc7TY(FROIA THE TABt.-9j OFTHE SELECTED nMeewn giAl•Mh O.GI awmms(orovaW GO wia.4P 7-IW t4001ba le101h1 25➢SPU A WA acorbe WA Imlm wA WA WA 73asee. 17M Ibt 224a fin MULLION.ITWILLYIM-0 A MINIMUM ANCHOR 4Aanpam 8)ahOa C.a lt21 Am].t71ps 1".QI: 7e01ta 7wina ew Q. ISBO fbs lead lm aroma Sea 1w WA MJb, 743 Do WO sba UP21W 021m aulbo T122W CAPACITY WMICH MAY BE USED TO OUAI.IFY aAnnMa a•an b r0.TT-07a'LAIVQ1- pa 1 ft..6 16601m iSwlat Fw IS amen; -wa%iba 1207a1 iizu WA 15201b4 141Q F+o 17601bt 37041h1 IMPm :1M I= 274ama ADDITIONAL ANCHOP.OPTIONS PROMTHE RAIFDIX3®S.s Mn.o,C.lff)2taAtgb dlpa f{Rq,71% lewfh 2(c01ta 14(b an a7SD Ian WA NSA SLtDma WA )0e WA 7+/A WA 204a 131 r29at lka 37ed IDe- - ANCHOR CAPACTIYTABLE. PRfAUCYT4SVISBD 4 AmhIXa 1.J1•}Ain.O.C.f1r{6D,1C5.125•ANm.tFIO.eY• WA WA WA WA WA WA WA wA NA WA WA A WA NIA vafi no - aAraDangaQ4' bt.v,0./ULtib.mm,l2AAbA,ffIC,b• WA wA wA wA WA NIA wA IUA NSA Wq WA WA WA Nth 208 P,s na e➢npfyFoS weal the lNOcid¢ znnebsn6<se•ai+.aurear:(Po.fok amla awen 44a1bt awnnn 16161bn 27a1b: zwloa Da1-ba T4oIL: D7iiba mO ru stain. x7rm ,44ztm s001ba F•-2,000'-•-1 BO1l1TmgCAde 4 Mmmffif.71 7eftorrFmn Fn tte 54albx 700W Wt. IN13ba wA WA N Wh SJSiha WA WA NSA Mft .801b. t12am AIRp1a<aNa 16-a2tg.o� NDTEpOR7HE0FFSET CLIP.USETHESANIZANCHORPATrMNANDANCHORVALDESASTHE STANDARD CLIP. 258 ra Dina TABLE NOTES: B --- RGUREI: F7GL'REZ- .FIGURES; MRS41 FIGLMES: FIGURES'RGUREID; RGURE11r - - Ml - ad T4uduct _7)SEESI4EET 1 FORINSTRUCTIONS ON USING THE TARLESAND SHEET25 FOR INFORMATTON ON 1N 1 t 1 f r717 o a a as o LOADING:SEESHEETS2.4 FOR GENERALINSTAt1ATIONM__MODS. Z)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDYHS IS ALLOWASM � ��e`.'��1ENSG•'•FO�'' -- o a o fi,000' �Q�,� •,.0 a o e o e o 0)MULL10N AND MULLION CLIPS S14OWNARENOTT0 SCALE.FORDWCT'DIMENSIONS,SEE SHEETS C-I`•;: 44o.6g•(Dy > 21-23.HOLES TO 13EDPILL M IN THE FIEIA FOLLOWING DIMENSIONAL REMICTIONS S14OWN ON ' FlGDREY FtGUREE FIGURES; P SHEM21-23.FIGURES SHOWSUGGESTMAPPRO)G%%TEH'OLELOCONS. Lj ANGtx ,Op Ic CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATiONS.HOLLOWAND GROUT-FILLED (FIGURES 6-7) CONCREM21-OCK UNIT(CMU)SHAD•CONFORM70MTMCS.WOOD SHALL REPRESSUR3TREATED MUSTBE YELOW SOUTHERN PINS WITH AN 50 OF 0.59 ALUMINUM SHALL 8E 8063-Y6ANO BEAMNdUM 0F.773" USED THICK.STEELSTUDSTOBEA MINIMUM GRADE 3BAND.04STHICK(18GAU •STRUGTTALSTf.70 s'•.'.U-',AUf,Td,oRG/�, 1 BEA7L15Si-125'THIckgND An,AU.ANCHDRs)NrO METAL S4ALLEXEDOATLFsr3 =xs :o0�)�?�;6•''��Ct SCREW ) '��•� `A,L�ritV'kllL�.�R,P.E.THR'rADSBEYONp7HE MATERIAL.910&912ANCHORS INTO WOOD MAY SSMEELr18-9S.SOR410SAL MULLION FLP,E.' 68705 ti I n � r sBLE 14A °�� Mahlon Ga ae Table ba �'y1�5 Opa7png Widlh SlorVet6raVpa emtr>g m11D0tss)LrOpoTdnd H01gb4(for iaD7ttxeWyap77ndnD m180tu) C'`p In wm 701n 8070 401n 1 100 in tg0 in 1401n 10Ia 0 ReNarCalaf 71a,M'NNy Reatatgitar mp.TNam. Rc:talpVbr 7eapiAan➢• RettuyWa 71adTraty. Rrolbn➢ulu T MRlmn. ]<aelmpllpf TnpT1uC• ReoRnpdat TIWT4.0 Ralsn➢ulat Tmpfrduw RxluWta 7mp'Mbn➢, ix r ,28"X2•iS" LoaQW !AaAro Lording Loadysa LaWLt Loaltg 4a1a'QO twdlm Saadlry LpbGtfQ A-polrD IpaaltG teae+a aLa-dffg IAa6 b7 Loal Lama; Laolrn S= g o 125"XILM Tuba MIM allti g & iL g g,� g,� IL TLH .R aet N ^ � !S jCD m 421n 144R 57a 567,0 A]p Tit.2 576 Y4S8 A49 i010 66 .-SS 414 gdi E28 785.E d1Y e0.i dP➢ i34.Y 4Y{ 72t 579 iGa.1 41Y 60.7 fiat 134,i AK, 51S '-7G t34t fly 45,t s16 iOLi 4Si w ce In aL6 AC6 7040 3Y0 ms 4LI 8Z7 V. L40 407 84L tR0 00.[ 47J a4A 311 67,7 4W 7a7 a15 4a3 4ds 74fl a!4 A03 im 748 3i4, 84,6 A03 78.6 ni4 0a2 408 7$6 211 !11 5D,6lSGt 623 062 9t0 311 66.6 0Ca 70.a 294 3� TS.° 7a9 61.6 087. 6T3 p8e 45.7 06Z e4.8 t74 472 a62 6a6 ZIII aaa 362 mb Z63' Z9.Q asz 84S Z63 29,7 082 t3,6 2B0 'y m s 67 £ 641n 6:6 018 710 267 St,e 216 64.$ 251 A46 318 sr,7 15t AZA 3P1 5.5 7'Sl 40.7 01D 60.6 25D 31➢ 0]8 4R6 Z98 Z43 016 46.1 2461 T9,Z 310 44Y 74a 21.2; at6 4D.{ 2le 0 mi. 49b Sib ➢a.! 210 QL2 27a 4S7' 214 5z3 zm A47 21a ZOA 258 87.2 1� ZLS 7F0 31a 21i 2L7 276 33,1 z08 20b 2e6 07:2 lotj iA7 25e a22 201 16.6 Z56 a.z 301 UJ m J Mm 4Z7 -04 4S6 200 %M 204 881 Y85 345 214 aq7 1a2 1S7 9a4 0t6 tB9 a7 204 Z➢A 186 2f< 31 204 !e4 txe 10i 215 ta? ]S3 2i4 z46 Tat R4 Zit �3 !ba 471 M n 57.2 2S8 2Gl 187 DE0 370' W.7 {78 2a3 213 19.6 176 722 24e z7.4 173 2➢A 213 25,{ tT0 146 270 ZZ7 7a7 1'xE 113 Z7S 1e7 A� 210 2L0 iLe iSe 2R 9.0 S86 pl 72Ys 28.8 179 Dai i55 2L9 179 26.E S62 30A 178 22.5 y49 17A {78 20.3 {d7 76S il9 ie.7 146 76Y1 Z48 451 2SA S40 Z0.3 t6t 27,6 S37 t7,4 7Bt 1D.0 Say 46.2 18t S7,D 7a3 rt Z 76H ZC5 1+^A TJ.S US 1Ba !9Z 1DS 131 16.1 152 11,6 728 Q lD t- ANCHORCAPA017YAD.NSTMENTFORMULA7 Z ¢ o ABLEI4B Aneb°pCnpt<eltyTablallW) ANCHORCAP.,,,,,,,,, slptWle 2.,XCmaFEW. yatc<ae, ➢vxeuu rukact4u Prorate met (DF;,,)Xt }=ANCHDRCAP. iscnr7yps s•R'ExaIINmC! 3r1sEXo11L'Staa trr Ekp 7111[L•m 51mMULLION CAP.,,a,,,,,,Anaha7C➢pPattbtna alrxa' {cs} USPTHIS FILLIo ATO06fA1NTHEANGtiOff 7iiR Da1t8' 217 1' 2+IR'• x a-ve• z 446• as4' a�i• CAPACITY RIiQU[REo CORRESPONDWGTOAN 'L X tx m Bnbatotnl WY !.4'r 1.ltP 1.YA• 1Apr T 1+W' 4'J4• !•114• t-1rA+ 1uc tvC r 7.39• t-wr ymes ACTUALPRESSURE REQUIREMENT FOR THE V 4,vemn®a'1aa.o_c.rcl2esAlaropsl it 7A0tm 7mRt sbalm 7!a3ltes tmfiac 0ND6 s➢oTm 7vA 7btlnbI 74RMS I 001M I 1wz1< 142u owU. 14aaaa OPENING,WHEN IT IS LOWER TWNTriEMULLION O C) CAPACTTY(FROM THfl7ABLE)OF YHE SFJ.ECTED Q,. n0 s-.O MULLION.tT W1LLY}ELDAb'JNASUMANCHOR a . .. - .... ...._ _..... .._ _ CAPACITY WHICH MAY SE USEDTO QUALIFY ADDITIONALANCHOR OPTIONS FROM THE ANCHOR CAPAO7CY.ABLT3 TABLE NOTES! 1]5EE'SHEET'1 FOR i" RUCTIONS ON USING THE TABLES AND SHE5T25FORINFORMAXIONONLOADING. SEESHeETS2-4FOR.GENERAIINSTAl7AMONMETHODS. 1•--t1266'•-� ?gmperRRVISm- ' t mplying lviYe4he]+Ibride 2)LINFARINTERPOLAT[DNBETWEFNMUU:LENG7HSAND)OROPENINGWICT(HSISALLDWASLE r nu .z a F]GUI;E 1. I mplaa:eTTo Ae eDg 3)MULLION AND MULLIONCUPSEHOWN ARE NOTTOSCALEFOREYACT DIMENSIONS,SEaSHEETS21-23. 0 pN0°D°I HOLESTO 13EDFLU-ED INTHc FIELD FOLLOWING DIMETSTONAL RESTNCiIONSSHOWN ON SHE TS 21-23. Q$ 2116' IIY FIGURES SHOWSUGGl;5FED,APARDXQ.IATEHOLELOCATIONG I 1 I)adah°dnet _ ANGLECUPMUSTBE USED INPAIRS. _ _ 1 ' 4t41fttlr C�,ONCRETEBLOCKUN[r(ChN)]SHALLNFORMOTOASTMSOSO..IWDODSHALLBPRESSUREOTREATELO-- - 7-.126^ _ ,`�\O\tLY- YELLOW SOUTHERN PINE WITH AN SG OF0.66.ALUMLNUMSHALLBE6D53-TSANOBEAMINIMUMOFAZ' I ��i',-�V�CEf•15fi�'•. THICK STEEL STUDS TOREA MINIMUM GRADE33AN0.045-THICK(18GAUGE).STRUOTURALSTEELTOBE-AT S.29'X2i1'X.12rMULLION LPAST_12S'THICKANDA38.ALL ANCHORS INTO METALS'IALLEXMDkTLFA$TSSCREWMREADS BEYOND (INTEGRAL FIN MULLION) =•i<: lya.G6TD$ THEMATERiAL.V,1G&Y,42ANCHORS INTO WOODMAYB!;STEEL,1&S S.S.DR4105S. i A.LYWWII!�9P.E. FL P.B.x SS706 - Wiui1F➢nCa tttiryTallFotlbal7ttS � �� OpanlnStMtith(fmrterOcatlysparrltSmtpivtls}atOpbnln08at9ht((o1'horixaiLa9yaPatxitgfmil(on5) ���1$t'.c In to}n >A1z 4DIn 1031n 12013 No SO In Sb 160Lt �+i1 tf O timronA+{nt 7tn{rk[en➢. 16:ctuDvtet• TufYille+;¢, Revlutpnv 71Wri-N. BCvtelf d.r 710f+101a1g. TiceWigex Traptideny. AtctenytfeI Ttviiideni• Aa{mwltr 7t¢Bi15�A• R¢clmyttar TmpRdenO• AaL•nDLiv Ttepi(It¢Db- >R' 3.25"3G taaaMg !s¢Cnb is odao 1te¢3eD to-*o ln¢doo I.--ft Lax1an tawft Loam LDedna 1.04 fQ LvadlfA tnsdnA ln¢dny (mdml L+vdnA tee6rgl S�` =� R %^ a .. % q- a a a`$ � �•� a a� a a`g � a$ a a� a�• Ea �� v� a� a'E � �� 1- m S xp � n� k� � 8 $� yE 6� E• 8g �� S� � 6 g 8� $�' F� �& r .� tip 8 �E �3 B�' k Eft k inn � &� o� � g�4 �� �a� �� ��' s� o.� �- � � �p � �- � � � ��. ��'�� �z �� .�� ?& �� ��. �a to �� �� a�' �� •� �� �tt A- i"D 610 i10 47a 17TVV 50 tla,D 50a 170A 9'9'L RD.O a14 RD,a 1Y76 1TOA 321 90A 12{0 OD,O sA1 940 10.@ 94D n21' 170.a t7D7 4740 621 1{3.1 TT{0 t7P,Q :4S {bit i76A 704 172A 324 170A 891 41tM aat t7a.➢ D92 Ti4a atP 174a 2133 iI➢.D sH1 1TOA 12T3 R40 577 'f740 14Q 174Q beo 1521 1322. 9DA 660� tavS {St2 tT¢A aao tic2 t522 90.➢ 9a➢ lL'" In 54,ex5le I A T47 1T¢.D 5s! 11C0 K4 iT4D s31 1T0.9 104E i1DA 64i t70.0 S1� 1TDA T21 17DA Y0{b t70.a 747 ja42 1Ni 944 76G f36.P 1{{3 9a.D TSB 1f7A TJ{J 17D.0 lea 7D29 Sop Y7aa 75s W Q A Q b{1¢ RSA 797 170,D 612 170.D 65D 1T40 as1 1ToA Yitb I7D.0 TSL 17DA t2T6 94➢ BN 1H0.4 i15s iT0•Q J3T 4{{A 1J9J 576,➢ eaa 120A iJSi 17D.0 a67 'tDT.i 735a RDA fibt PD2 5250 I aei ~ 5➢fa 11DA ass 11nA jai i74D iW3 R0.0 7P7 faT.D 121a 7T0.9 e76 1{e.1 t216 170.0 i{{ 129A S2fa 159A 1"W 114Q 121a 1521 074 97.0 t2t¢ S{61 B7J A0S 721a 14a,1 913 7D.1 12S5 t�ta.t 9YS F- A1Lt S70A Dab 90A T{5 RD.a [fiH 77aA asD fbDA 11� fi3S8 1J1.{ 1f5D SbDA g1{ 119a t13a S{t9 A➢b {➢H7 tl50 7352 895 67A iSsd 124T Dit YS.t itb0 5262 070 6H7 Stso 1252 470 Z R n E64� tt0.0 874 STDA 7¢9 152+t 5049 i85.b Bet TS➢5 td{8 S{b,H eb{ ti15 iatJ t37.t a30 1mf.b t019 12Lt b79 .91.i 1D[B 1(&H b90 TH?. SDla toe.{ 221 a'3a I o m i0&2 attl sm 1D4a tOB2 fi1b +�f c >2In S40.a ea¢ 1479 iAi t7Y.{ eN t1H.A 74a i00tt &A tS4b 7Ji 4L4 WO100A 7T2 T6Z a� bL0 7f2 Mi am 862 7DJ 6A.7 asD 79R 691 60A 884 7fiS aae 44.R 6A0 7a,t 68e �i S 78In 514.7 790 l26,] 59b B9A 7BD 7D3{ efH gib 78a 933 sba T<.b 7Dd 67.9 d52 $4.i: 7PD 7b,0 6SJ b8.9 7➢D 7t] 63a iDA 7Af1 95.T Oif t7k 796 ei.Y etA 37.i 7P0 a1.5 GST ifr et r tom-• Lam.. 7Hin tIDA 75D St55 a5Y D2,3 76D 44S 6ff 7M 7W tLS9 (m2 Wa 750 T71 ME bLG 760 IDA 012 aS4 730 85.7 b05 {e,2 73a 59.1 694 JH.6 79D 582 6Hb J{.5 750 69.3 bed Fz" 4 N f1tm16➢2!{3atD{t)oN¢'nitn n 7i6DS129STeD-...7,Ai{4f t•JsJiw19oTt1t5toT➢ TDIaJ1{Ti97oAJ..pAGD. S4J321Dt9J80D3354i 6tSD2De{ZfAkA.➢7 S{33J2H91f511D7 BbJ2JZtadSSe.AbD <a➢3BJtJ5Ia0{ 51{22yf91SA55,{T 16J3389D715)7[0' uNS22t&z..e8.ia5 .4S2Y102IlA372S0 J14 i97SS3.AS2 00 4815T {4b898 AT7t5a uRf1ua78 1a3dD9S =49L..I84 i421a7saJ a22b.7t J45a4 SDt f2 337 29 1 291 24.0 232 dA mu 90 16A 320. A15S .S2cOit.tQb 4J{s02L0a 7a1A47.ADH bS;y9O5S 32i62PZ.7i J4,R8D(D1 72t5dt..A1a 43EW99S7 1Si&i7J76 .DS14e!56{ S22b3.e S4aa3s 2s1S.,Da t39t2a F�fC[) 15:is! SL � X,•C TABLE16B ANCHOR CAWITYAOJUSTMEN-FORMULA: t- f AncrorCn vat TabI3 ba _ ANC llRfDAP..„„- emt w. 2•TBcamdll 331ccvtK. AD9a9cx0 Ptuaaut0 FTWved Me1¢t (DP,w)Xi -ANCHDRCAP.,,,, 5r1mRm 7148S Fha 3119'89v U{-bB IIav b1D SIcU 1+12 Stud A72at¢d MULLION PA.T�.,,,,,_ As.LDrIX J1LG17:DIDDeeen U{•EIevUAman Ntrm� JHa•q�allNacva tii•F-kotftwam Aamo�me Surveoa A9pLmopr Detvwt05)SomwlGH1 8e (Gsl USE THIS FORMULA TOOETAINYHE'ANCHOR Anat➢zC11oFnReTm 4u{• CApACitY REQUIRED'CORRESPONDING TO AN FdpD aea+na¢m7: r 2aR' r safr atls r ytrr t• 2iR' r avb• 2' o�ia• OSl' F,.,y �iDnk terra• tJl{' 181P 5•arr r t.iu' tta• vva^ iN4• t^vim 1-vt• r 1AtA' ;UDrb'sAziwAvnarncxe l C9n1Fhx1 Tsaas T5eaa4t1wm 7➢0saDtbess ztb9rt6➢mae tniIXTslltbts 2s7t0a1me, 2SDaODlIbwa 354 Am a tY_t{ZDlifD�9_ 1TlT4a LA_xa_ 7a2e0➢1fba1s ttNe➢e2 11em: JSa4tzylte Nee2f1mY wn AUAL PRESSURE REQUIREMENT` 55s WHEN 3T)S LOWER TaIN7112 FOR-ME L ION IM109 4ess OstDno,G/M.W6AgkaD:f J 112DIM CAPACC(Y(FOMT)tETASLr=)OF;HESELEDED { 1800b; MU0KITWLL YIELD ANKMUMANCHOR 0271•rna0.11232snm1ee�x CAPAOI iY WH1CH MAY Br USED TO QUALIFY -- - ADDITIONALANCHOROP IONS_FROMTHE ANCHOR CAPACITYTABL£. -- - PR(:DUL"tREV15PD - _ FIGURE 11 TABLENDT'ES •eampiyTnb wtbf tke FIB amitrmA CSaa ItrrYLSB.p AamptsncaNm 3 SEESHEETI FOR INSTRUCTIONS ON USING THETAB1=ANPSHEET25 FOR 1NFORMATIONONLOA➢tNG. 8EE SHEETS 2.4 FOR GENERAL IN57ALlATlON METHODS. Sr 2}).1NFJ+RIN7EAP_Ll_FAnON9ETMERMULLLVGTHSAN010ROPENINGWIMSIsALLOWABLE. M' D¢sshoilet tt tillllll FIGURE1 31MULLtONANOMUI.CIONCLTPSSHOWNARENOTTOSCALE.FOREXAO!'OIMENSIONS,SE'cSHEETS2{-23' -�--'ice- - _Y�tt yi,'Y �Y�fl A7� HOLES TO BE DRILLED iN 71iE FIELD Fo1.t.OWING DIMENSIONALREsTRICTIONS SHOWN ON SHE,F�S2143. FIGURES VOW SUGGESTED,APPROXIMAT£HOLE LOCATIONS, 9D• :•�Z';•VCEL•lSF'';"�'1 �� 4)SUBSTRATES:CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOW AND GROUT-F(U.FO 3 gib,58YD5 F1G1tRE3: CONCRETE8LOC1CUN71tCMU)SHALLOONFORM70ASTMC90.WOODSHALt.BEPRESSURFrTR'cATcb: ^•�:/.• -"';-�,= n m o YELLoWSOUTHERNPd`(E WrM AN saOF 0.55^ALUMINUM SHALL BE GOS3•TSAND HEA MINIMUM OF•125' (�( TH(CK•STEk'I.STUDS'CC all AMINA4SUM GPADS38AND.045-THICKCIS COGS)-STRUCTURALSMEL TO HEAT 3D•EAY !-.jr ��� LEAST.125•THICKAND An.ALL ANCHORS INTO METALSHALLMMEENDATIFASTSSCREWTHREADSBEYOHP %A 3inSF. F o THEMATZVAL41D$012ANCHORS INTO W000MAYSESTEEL,1"S.S.OR410S.S, MULLION i/�^ n;F RtOP S1�C� ANGLE CLIP(FIGURES S-3)MUST BE USED N PAIRS. art 1'L�0 1lt�t A t'�tA1d hltE�R,P.E. FL F,F.#5870S � It M k8L:E I SA wR^ I`1 I_ MuIOtmCB o• 7abld 4H F� I! Opnn1noMth(torvBA¢a1b4Pmd4 MMOrs)otOpanTnaHafght(forknlimr><BU}Gpeticirgmt[gaYs) s 5 504 solo 70In to 1n 9DN loorn 129 fa Vain loom 13 '.o Reeecttla)ar T0ap7Ab10. Rarmautar 7mp'TdnnO• Rectal 1w 7tapfOlbba• my-g:{tt 7mIG an9• Hactmi.1ar TtafpMm. P41w urat Tapadma. Po tmwlu '@agry w. Raotelw Tmprrgen6 Ra_tanoaly TwN mP, R 90 t 3.25"45 Laadap Laadng Lwdn6 LWma Lwdna LmdnD Lau1a4 LOadn¢ tshea fDedng Laada➢ Laa1Aa➢ Laadtng Labdn9 Lmldav fmada9 IDa,n¢ L dAg ^Yh u DSR•AL .z• a z, ,� _ r _ aAYMULc ay $ s � � s� S. a � � � G � � p { a3c` s N a €� a� �� � �! sa � � & '� s� a� �� � sg �e '� �� �'s_ e� � � - ,n�m gT� � ia , x &� �a9H {{' G � s'a c7 V11 ig ... $& �. rY ... �c -c a. � .`� � s� $e u� a $a d`c d`•s Q 1F- A21n 17o.0 aM 170.0 435 170,a 7R} 17a.D 478 inn W5 t7D.0 80a 170A Nat 41mD 5{Q 170,0 flte 770A 521 170.4 12Af 17a.0 521 {7B.R IM 170A S21 170.8 1735 17t.0 621 180,3 i87S 570A S2t J W a In 1:0.0 Tu t7D.6 524 f70.a 8T0 17D,0 Sst 17D,D DYt 17a0 MU M.0 1133 f7ad 061 170.D W8 17¢,0 WT S7D.0 107 170A BW tb17 1817 170.0 bt0 1;4a f617 S74A DBO t22.8 ta1T R0.0 680 60.67A Irz i740 7;7 i70,0 5m 17➢A aW iT40 bat 17a.0 INA V0.51 664 170,v 1 1t95 =0 77a 110.0 ID45 17D,m 747 17Q,D 104 Sr0.0LIJ 756 t471 154 170.4 79a 1241 4552 170.0 76B 140.} tia2 T7ea 75b a �m 54in 1704 W7 174,0 612 S70.5 a58 Srax 691 t70.0 1116 LVD.0 75; i70.0 1275 170.0 bat i7a.0 143( 170.0 877' )55,2 '1455 77A0 858 129A 1;SS 17➢.D be1� 110,8 1iSS 17oA 681 97.0 1{55 176A b8{ O OY 9F In Y7DA s6S =M 731 I79.D 1000 170.1 7a! S7a0 12;Q I 17ko 1 878 157,1 1309 170A I" 130] Iles 170.p P88 ;123,7 130P S60A ➢B} fM.b P30A 157,1 Ott 8@,8 7009 1671 DM 76,G'1308 1bT.1 A82 jam-- G' J 63)n 170,0 sA 116.0 7<5 S7aD I116 i7Q.g 850 4929 12;T 17R0 &0 1}25 72QIL 1615 DW I207 tt;T 151� PNS .14}D 12Q 1{i,5 BSZ D5.0 12;7 1382 Ale alA 12}7 1Zs.7 a35 7t,5 i2{7 1a5.7 435 881n 17M WA 5740 709 17aA 1tB0 i7FA D'A i{b,; f7DQ 7b3] 4a5 fA9.9 150D i}T9 8C i16A ii9➢ SSBS 928 10xA 1{AO Y26,4 4I4 b8d 11716 I18,5 698 782 1t➢D 11tl1 tl41 8;.¢ tIm T18.1 8D3 Z C✓)d $$$ T25a 1818 SD70 1bB9 1R7 I317 iD10 S4a.S Bsa ttSA tOt9 1272 &2 401D 1018 514.7 878 $0,9 10t0 iD4tl Bf7 5B8 5014 an,B B47 ail 1a10 AO.b 70S S7.T 70iv e7A 7D0 i0S i610 87.7 780 � rz `L 7a to 73r} 8M 76i 4;38 'N2 ST4S 900 12L0 173 88.1 tt6 iD7.i V'Q 1t08 9a2 7{9 763 006 tl8.2 7.t8 ;SR7 D09 �.T 728 373 AOB 7{7 716 SD,1 808 712 71D ;28 808 70A 7N J r r � 78 G: t2).! 881 737.5 75T 145.0 I 88t I 1179 1 754 1 BOd aBi 98,a 735 7DA bal 8bS 7U T0,9 0a1 61A 70a :4Sa 06Y 75.1 a9} 530 P91 88,t b01 ;SA Bat 005 675 OD7 b61 81,7 8T2 F. Q ¢ � G cc In v_7 a08 aSA 574 MR W 7L1 S6( %I tl;6 a2,P 64 517 bi'b 58_t 8SS 48A 8Stl SOA SST 41A 618 {7.a 5D0 34S 1116 }Y.5 379 29S 6;6 392 81t 23.0 0Y8 SC.S 58T 4 m z Del. 68.2 SQa 70.1 sm SBA Sat 39,t toe {a7 588 S1A ;91 426 ;53 {mt 87S S08 4t.i {70 St4 586 5B1 470 2b; Sw SSA �5B 2;.3 iD0 aai {52 2tA SB8 40.7 .µT y 0p S� 103ht F1.9 419 A67 ;05 eBS <YD 413 SDD 3;2 S;B J57 393 29.9 d;Q ai.7 3� 285 A{B 20.a 5D2 Z19 4S9 DSY 377 2A0 i{D 2L7 Sa8 77_1 4SB 20A 3ef ZSA {I¢ tae a58 W u, S $ 1111n }41 }25 d9d lBi 8B,3 ioS 379 D7B si3 US 02A 019 ZTA A25 2Ba ae7 us "rS5 �2 7b2 TLf us 2{,a 33d ia.; {X ?D,7 ssa Ia9 !25 1fLB lCa f"L a tY 12a1n 3},a lbt 35S O0i' lei ac4 2BA b2t 2;.D 38} 2S] 321 21.8 30S ZL9 327 f0A im 3o5 3a T75 38} u.7 30B V Q fa 20,; 233 IBA 157 17.f 77A Q- O 1{4 2g2 257 O TABLE 16H ANCHORCAPACirYAD.NS7MENrFDRMULA: r :� Anchor Ca m1 Table 1t16 /ANCHORCAP,„�„u� GaDotfala: zxCawrte a Rm_ amwitTtu FaaaCMu vrwaoa MMd (DP")X cANCHORCAp,.,, 918'sm 1M'68 EkD 8/f6•Elw Sf4•b9ow 0ID 91eo1 ➢t291ad Al2Stetl RBULLfON CAP.,,,,.,,a AnehOrCUp Pafternb AtwA0tT1T+c. aryb'FJcattyaaea ue E..t9uacm Utvaon 3y6•SY.a ulDooma• 11r51ca UlDaeD1 AmmDlwr Immcan RgneGatr Gcrcwl05)SatarM smw(04) USE THIS FORMULA TO OBTAIN THE'ANCHOR VV11 E6ao dstomatDO: t' 7-irr Y 9.1R' 3.1te 1- 2-im v "Im 2' 3.10 2' oAr 9.54• mur CAPACI YREQUIRED"CORRESPONDING TO AN ! C-mteactmt Mx ta;' fair tSti• Y�te• 21 1•ur S-1fP 4uC 1.114• I-ur 1-110 Y Ialr .Im- ww ACTUAL PRESSURE REQUIREMENT FORTHE `I 2MDMSaBSMDt.OF,!(73 5AnOkgryalRm.t1: 3D6ID0 3D0Im 4801m 9001Da IlOQToa 27IIIDa MD. 3Neta 7;Otw a7;1ms 70(" uaca Sitlx A;2fm ma0e OPENING,WHEN IT IS LOWER THAN THE MULLION A.42 ge36•MIn-1O4 I e2s5 Atgla t7,palSrm.2� 78010: 7aDIDa 7w R>a iB70IDa 257S Its S;01X 5Wrw 1DA 112QIm T451Da 0501ho 1B=Im 692IDa 7,8a7 fht T720 na CAPACITY(FROMTHBTAl3LE)OF THE SELECTED B vwnonG lrnsao.4rwzc�nwacawr FTD 3x 1f2omr sta7lm me x zz;ata 2zHroc wn aD1fss wR Dscur vmtu _WA 7Dxzx llzrlm taaaroe MUWON_)TW)LIYIFLDA IMUMANCNOR CAPACITY WHICH MAYBE USED T04UALIFY ADDITTONALANCHOR OPTIONS FROM THE _ ANCHOR CAPACIiYTA6LE. PR07t]CTREYISL•D - - FIGUREI. acmnipiyirza with ttw Florida TABLE NOTES: H0lIdItlgCedm AxcftancmNo 11o•oZlgp,3 Sr-ESHE[7TIFORINSTRUCTIONSONUSINGTHETABLESANDSHES725FCRINFORMAMONONLOADING, SEES F: (aoDntm 26',Zf . HEET52.4 FOR GENERAL INSTALLATION METHODS. Hy --- FiGURE2 - •f R1NTERPOLITfONBETVJEFNMULl1.ENGTHSANOIDROPENlNGW1D7HSI5ALLOWAHLE. mibm doxtaGyct' 3)MULLION AND MULLION CUPS SHOWN ARE NOT TOSC4LR.FOR EW.CL DIMENSIONS,SEESHEl;T52t 2a c ar m a HOLM TO BE DRLLLED IR THE FIELD VOLLOI/ViNG DIMENSIONAL RESTRICTIONS-SHOWN ON SHEEM 21-23. _125+ 45. FleURFS5HOWSUGGaSTED.APPROXIMATEHOLELOCATTDNS. ; \.,'�\CC[15S''•,'71 i, Y 41 SUBSTRATES:CONCREig SHALL CONFORM SPEC�ICA7IONS•HOLLOW AND GROUT-FILLED S.M. N4 Sues FIGURE 3: CONOREIEBLOCK UNSr(CMU)SHALL CONFORM TO ASTM GSO.WOOD SHALLREPRESSURt-TRFVED e m m m YPILOWSOUTHEP.NP)NEWITHANSUOFD.55,ALUMINUM SHALL BES053•T5ANDSEAMOIIMUMOFAW Z t �Ly_ THICK•STEEI.STUI'>,s7OBEAtgMIMUMGRADEMAND,va5TMCK(ISGAUGE).STRUCTUILtLSTE L70HEAT 46,DAY '0 $ L� •' It4.;; LEAST,125"THICKAND A36.All.ANCHORS INTO METAL SHALLEXTENA AT LEAST 35CREW Tr REMS BEYOND ! • MULUON ��•'• SYAT Cr m a THE MATER.IA4_nI06$12 ANCHOR$IN"WOOD MAYHE STEEL,I"B.S.OR 410 SS. , Q/+�`,• l•,LD'UO��;�tJ1~ ANGLECLIP(FIGURESI-31 MUSTBEUSEO IN PAIRS, A rLYN1T1�)(.I.1?R,1'.E, FL P.E. 6�05 ' 41 r1 D0d-I 1-issD -1 � y - L -1288' RCP- --{1.Oa0"� -�:1.00ff• �' I 'i x �b o 125• t2s' VZIZIFq 2.75a• 2.750`a�jll 128•zFoo" T000; 125^ B5• •125•.1?S° "- Am • .-S•O-D' 7• f'.125` ZN a IT ,�f e i f 7 SOD' O F•• 1•XTX'.125'HAUfiigN -11X2'X.375'MULU 1•%275XS379'MULUGH 1•X2.7S•%.BSVMUWOH 1'X3;1=X.TmuLL1ON 1:261X3.186'X•26D_MLRUON 1-26'Xz'11'X.17S MULLION 6063.76'AL(Ihl. ED63TSALUM :8063-TUALUM• Ba63•TBACUM. '9003.76 ALUM. 8063•T6 ALUM. 6p63•TBAUjM. ¢ w co XSgOItON XSECiLON SEO710N XSECTION XSEGt10N XSEOSION XSECt10N LU m to op O cq co TABLE A m LU I' 'SiA17DAROCLIP L ISAN0LECIJP [1ftriCliBlOf[V41Ue'7D F.drn7Ju17IDO:. 6D63•;T6ALUM. a63T6 ALUM. •( ) 2 + s U 200D' X•SECTl011 I ,2125" � z0170• XSECTION A 1.925 J D.r Z t :1 7- I -j6=-'MALUM. LI C i• YXw � 5 XSCf70N 125 6 285 Auminm ~ Cn ' oQ 085 TuLw MUII[oh A26•J� E l D 0:740 y 42 vo e� . 240'-- _ A 1.125. 4X2•X.SM. [�i1 O B 2404 A}tarimum Y c 6b00' CUr}lER£70. 375' S.ODD' C o.636 �Jx lvltalllch U 0 3125`-^- 1 CkFA'CI:FCCIRsEP MIN. co Z5 .37s MJ L D 2480' 4. Z C) C� • F-DSTAIL`FSHSU4 O. N •,33B'Ti1IN. A 1-.876 �5 .. go sco PC=EN } .= 1 B S-OM 1*X275-XfOEMEROFA�iCKOR. U�CUP A6 PN..IJM. - --�.-- -_�-. fSANECUPB 748 'TUbeMUD(ahTOPaw. -srAt•IOARt7CL1F CEHiEROFANCHoftHOLs7A�5T1.LEWJMIN7HE E .450Min, 'SD6bT6-ALUM. CAVED13OUNDARY.SEESH�TS547 FORTH E 0FANcBAR H011M0U.vs TOPMES'! ANCHORO.C.DffiYANCE.MAXEMUMAMWOR .A1.312 VX2.75'X THEA(sNEDHOUNOARY.6RE LIEHOLED1AMffrMAXCHORDtFUMM+1/ts•. a 3.000 - Xw- SHEE75'S•i7 FOR•fHE'A13CHORO:C. 0A5}IEO ---- O15TANOR.MAXIMUMANCHOR HOLE,_ 8OUHCARX:SEE 'C 0.476 AunintmL .DIAMElEf A KORDtAh1EIERr•111T. - •HEEOSR5O4.Cr!ORlflR D D66• �' •MuQtoD AN TASLE DISTANCZJW.XMUM A •2.O0D- - --- - MuliDimenslan(shest PGiPaTty itcrDncrREvcs'sD - ANCHORHOLE 1'X3,126•'X - - 6:504• Ste' -oW irstANCHOR 'B 2.M7 �, eo ecmpLyiabltiUstW Froi'dcs MIN. oIANIETRRt•'U1G+. D;tuIIlOn Sid.C11 Qilset Cllp ;tbCllp Angle Clip c 0.81- 'tea AlUtti Building code 1°X2'X.12T(5) 86605 E66113M' 6661110M 666243M 866511M 7UCe Mull Acttptmfcj: $• D: -ii13T pine lisle Q1I2I i.__-...__r.__________,__�, - "X2cX.375 (6y� 'smis.. f6611 666111SM 656244M 666512M A _ 2625 ny . i"XZ76'X.375".(7) USS07 M61ISM M120M S66245M 66651$M B 3:262 X 2�S AIBB• tYf Dmlol fodop -- um t -1"X275"'X.850'(B)-^66608-"S66ii6NJ'-6661121M -666248M--666514M- a a 7u6e 61tl1t tip' I ^I t fA i.762 NA"X3125 X.500''(a) 66637M 66eiri6M 6661114M eSS242M' 866515M �� c ;......•..0 566516M V 1.313 .121 AIUm ! 128 X211"X.i26'{18) 1 64370- NIA NIA NIA 666517141 TUIfeMall' _�is lyD.66TDS 1 OFF 1 11 NOTES: A25' 803376•AIUM. 1)110LES•TO:BED .ED RUJINTHP-E]MZFOLLOWIRGI)IMENSIONALMTRICTI0NSGNBNONTKISSHEEr. `-�'•. 3�A�-0' _ `: `'Off''•..n.oF�o?:.•.fad" SEESH557S ..2DFORSUGGESTEO,APPROXIMATEHOLF.LOM-r[DNS3ANCHORO.GDISTANOE 3 SEE SHEET-9 2-4 FOR GENERAL INSTALL'ATLON METHODS. - A.LYNAS�fy1J )A 1; FL P.E.i.5B705 p .12 ' 43 8 o A:a00`� 1 .iZS"SLANDARROUP l I j •o4L lop• 4:tiliir '2:6 2000' ED63•TSAMM. j Z.125' 2900' 2K9ANGLE'CUP *.SECTION U'CUP6OSST8ALUM. r 1 OD0378J4111M. -X•SEC710N :iy+^' cv .i25 .125• .125" XSEOTION „ `{"' wn^m ti .031 .125'^' p F .125 I CEN7ELi0FANCHORHOLEMU57UEYJ}THINTHE uj . � Z DASHEDFSOUNDARY.SEE'SHEET-s1FOR7HE' -1- ANCHOR p.O.DISTAHCEMA>aMUIdRISCHOR• _ p; 07 t'X4'X.125"` t`X4'XaTS� ;q^S(.375'� HO(EDIAMM5LANCHOR➢lAI•1ElER^`1716'_ r-)�uLLtoN ao01 MUCLIOH, f:lULL10N CUfHEAEYO 375• 5400' a75' j O �y :b.T8'ALUM. edax•7e-AWM. .806 T8ALLSM, �7y. �ORF�tfEF.•CI.IP.S6E F" }{C XSEC11aPi' *SECTION MIN. I OE7ATL•ASHEEr4- zo j 1.25a• L .375' Z 1i1 s r-^------ _. �..i �- Cc-NTEROF � � _375" s�� M.2fi9' 'i',zSD i I I i 1 1 .MU5rl18HN 94 1 j MIN. 1 D. �' i la, 1BOUNDAAY.SEE._.�__ + _�.. SHE -5V.11FOR .. 1 ¢gs' ANctO aD 'F '- '-_ ¢z a 3�, . ANCHORHOL5I 1 f 1 DWdETER-0� d00` i_ .._i i..,_____-J 'ANCHOR 1L U ¢ ?r l DIAMETER d 2 0 0 -•-)•^ �••• 2X9 ANOL(3 CLIP y STANDARD CUP U•CUP B0637SALUM --1- --� •CENTER OFANCj10ftH01.$MUSTUE -6os3.76ALUM. GO637DALUM. TOPVIw .-.{,B2p"'.'} �, -+1.920"}�• -'1:820'"•f�- yVJCHW,THE•DASHID,QOUNDARY.SE6 T09V1EVj TOP4IEW t?5'JC'3:2Si[.SOD• 1.2SX3,25'X.82A' 1szSk3A4'X.fi24^ SHEETSC-20FORTHEANCHOR.M WirzC TA6LE.C;CONT D7STAl'1CI3 MMM.UM ANCHOR HOLE MULLION_ MULUON fAuLLION DVIMEIAi:ANCHORDWnEIEFi+iN6•- DlrrieOvlaa Vatua:pn)PorMWOan: Dtmensfon Value(}n}FarNtDlltan_ -4,SJILUM. fi0Ds-76ALUM- 6tlOS76ALUM. F J.fi87 .'.X F 1.B3B. 1251:X3.25• *SECTION X+SEGRON XSEDTION. G' lwa -125, G UDD X.4D SS90°--- ---I H 28g0 A ,mllff H 3=0 A mbilln 3.ass• II 1 a000. TnhdMUlrton l .250 *IVDti.11tutlkn '2:561" - - /�, ,•(2S"_ :375' .375• F 3.187. i'X4 X F 2825 G 0257 _ - - --- - 1.377.^ H Uso- AIwnTmm� 'N 1.500 '61L(R&um ----- OwUCi•RE ISr� {j! j! .t 1 1 I a6Do Tu6'e&'Y l 0;260 7uAa MWI(on a°enmplymgwuh dnFlorida tI I 1 i 1 i i G o760 1 X.1'�• F 2Df76 45.8n Mul n�dPiu,�odrin i6-ox18.o.3 .125' k 1 i H 1500 %LLtmlL Pi=mi Datc. 2021 - .125" q5'� 2250' -{ ` I t 1 9250 TiOn Mli3fon . 1 I �•F!• j 1 h�Siertt Da'dn PtodueL 3Z60;45`B TABLED AYMUL110N.M. 3.25C' --`1 - -�- -- -I= I-- - - DD•;SAY•MULUON •6063•T6ALUM, l L...�..__..�• 1 L•_ _..,; M�0Olmcnr+en PGT-P.a#'81- 4DIS2 -- 6Dn3r.6Atuht c xs�cnaN' l { 1YHN,yit- f [nhaal'71j dTDlLton -Std..Clfp OtfoatClip U.-GUPP .•`,��0�?�`�-NSE XSECTlON 'I 1 /!� •OFFSET CUP i'X4'X.12s(10 a630d• 8661.11M'8881'I= 8=41 -y -.1 .125'• �'') ECB345AWLL 1'Xq'X,a73'(111 '86610 601121H M1123M 686212 �' S , .1 .228 �--591"•-1 TDPV;EW 7`:X4'X.37S'T'E71) 66053 swilaM:806 uw savad .5670'. 1.WX3.2VX.1a0•(13) 2010A .6001127M W1124M EN2410201a1. .036112EM Bd0112W 6662411,BEDRILLEO WTHP-T-.l .D FOLiOt/JING�N1EN510NALAES1R1Ci70NSGIVEN ON7H15'Smu. 2D182 OBBI117M M1128M .SU?AlM . T ~ 2}SEE•SHEE75•SQO FOR SUGGESTED:'APPFiQXIMATEHDLEI'AOA7ll)NS: •3D OoD�eo(is)• B66tB N!A WA IVA �:66aST4aM +C'•''•........... �U�+ 8)$EfiSHEET52-4 FOREL7AL OJ5TALLAT[QNMEfHQDS. 450c01an'.(20} 66850 N1A t•1IA WA 660511tM �Ssf -.�'C�•, FL P_E, 58705 I . n tit -ABLE E NullDlmens[on PATParf E m F (Silo ec4) MUIUOn Std.CRP U4IIP AilgIe CTIp I �r`-i2� f --(�•—'•i7S' 3 " ; 2"X4"X,25"(1EJ b6602 666261M 855271M 3665712M JA I°X25"(17} 66604 b65282W 686272M 6665f13M STANDARD CLIPF I U•CUP 2XSANGLECUP BXSA I LUk EOALUNL $zWOTSS; 25, 1)HOLESTOSEDRlLLFDiNTHESFLOMLLOWIMG •f L t •1 ti •125' y a m OJMENSIONAL MSTRIOTIONS GIVEN ON THIS SHEET. 2}SEE SHEET55-20 FOR WrGZ fED,APPROXIMATE I I I--1.490'^-I T z L w HOLE LOCATIONS. 3)SEE SREETS2-4 FOR GENERAL MSTALLATIONMEMODS. �, = Y rN y 2900• CREATEF�LIP. 5.000` 375" W U o O .575' `C i SEEMNLR ^175" � Ql y o F- MSN. �.' r SHEETA MW. .375' ��h11N. 0) -------- I ---� - r_--- -__—_—__------; Did m aAs6" I+ ' ' ¢ is c=� ss3 xx�•xss 777 e —"-------i MULL30N 3A j j ¢ Z n o sO6SECTION. t t I I I 1- Q• un s4 XSECi10H I j i ,375' Z r_ --___ ..--I_...-. _.,_-___1 ..- -.. L___._- ----- -J MR4. p 0 Y Y u3 +--. STANDARD CLIP U-OLIP.fiDS3-MALUM, 2X$ANGLE CLIP V d 3• 1 CENTER OFANCHOR HOLE MUSTLIE 6D67-TO ALUM. 5ED WR2`X4'MU1110N,SF�ETiC OENTEfiOPAHCFiOR HOLEMLLi@ 6083.1bALLlM. ��+� 2m� ZS0' WlTH1NTHE DASHED EOUWDARY_5EE TDPY11;1M1' TOFVIEW WITHRT7HBDASHED aOUNDARY.SEE TOpvmvto SHEET55.20 FORTHEANCHOR 0.C_ 5HEE1SS-2DFDRTH9MCHORO.C: s u �� DISTAHCg MAXIMUM ANCHOR HOLE CEN- CFANCHORHOLEMOSTUE DIsTANOPL MAXTMUMANCHORHOLE DIAMETEMANCHOROIAMETER+IH6'. v/(T1�177•EE DASH50 BOUNDARY.SEE D1AME7F12:ANCHOR DWMt-TER+1li6; SHEEM 5-20 FOR THEANCHOR Q.C. S.500^ DLSTAN0&MAXIMUM ANCHOR HOLE 8500" CVTRERE'M DIAMET6ft:ANCHOR DIAIJETER-IP16: r--2000•^—j Ste. "—�'� �;s FCIJP. .375 5.0OD MIN. r SH84T4Art.R MIN. MIN. ----_ •ems• i -- --- - _ � I ` •RCDUCT RC-V{SL-b I i � i -- i ss mmDlyinstitilh lSo Florida i I I T I t Gupolt�t:.ode I t I I �ccepteaeeNo(6'o2f8.a3 I I I I _ muonfsnc 2A'Z} =.ZbTf= (Law ra -j---•- -r- ___� 4.686' � ut 5, rodud _5A36'- fiiII[MLRUONSMSM ALUM. IN,------ - - --___J L------------------ Mu1. —� STANDARD CLIP U•CUP 2X5 ANGLE CLIP i.,�,••n ORIDF:••''��L�� 250" BDALLW 06RTSALU 083-76ALUAtop TOPVE4 'Jill JLSill'7QFVI. aO N 11 ILL.ER,p.E. FL P.E.#68705 PLFI:SINGLEd/ER7ICAL MU4l,foN: THEBUMVWGrktSM!TF IS KNOWN TO'BE,V)OOD ON ALL FOURSIDE5.7HEWiNDOW FRAME DEPTH IS 2-114'.THE OPENii4eREQU(RESADESIGN PRESSURE'QFi60.(j1•SO.GPSF buy NDa*lewoxSutNPAD i)INITIAT.LYASSUN,INGTHATAi°•1NIDEMULLIDN.tS'SUITAEI.ETHEMULLIONLENG7HiS72"AND THE OPENING,WI0TLi1S3Y+S2+1'=&S`RFxEAENCING51iEE7'25,'jHECOLUNfNUSING °�A•H,23 RECI•ANG.ULAR LOADING MUST90USEb.WMT)tMULUON TABLES FOR AMULL(ONTHATt9ATLEASTTRENnNOaWFRAME'DEPTHOF2=1(4"ANp'WILL MEETOREXCEEOTHERp]U(RED DESIGN PRESSURE OF+B0.IX50.O PSF.iFiAE7ABIF'000 NOTSHOWTHE EXACT SIZE,USETHE NEXTLARGER.SmaAVAlUaLP. K FENE3TRA71OH GETAC FROMTASLE 3A,SHEET7,THE i"X2.7SX373'MULLION(LENGTH=72",DP.ENtNGyJ(O7H=7D+J'M6ET5•ITiE0EP7H•RE4UIRF3T;HOWEVERTHEOESIGIV•PRESSUHE.IS+!•6R.3 PSFANDWOULD' 3&'o NOT•13ESUITABLE FORTHtS:APPLICATIDN, Q4X 'PROgUGC$ 5HEETS o-.- 7 .APP.ROVA+� ,FLLOMTASLE4ASHEET.B;'[HE1•X27'S'X:650'filUILION(LEI4GT1(=7T,CLeF-APING WIDD1=70'}HAS'ADFSIGN PRESSURE DF+AT2JpSFWHICHE%CEEDSTHER'cL1UIFtEMENIS FORTHE OPENING AND MAY.REUSED Y47H1SAPP1JC7l710N:NOTE THEANGHOR CAPACITY REQUIRED OF 638'LBS. }LULt10N N •m.law 2jUSETABLE4RTOFINDMMAN6k!(TeFY ANCHOR QUANTITY AND CLIPTYPEREOUIREDFOR7HEWOODSUESTRAT_BOTHTHE�SIPROARO CLIP WITH(4)":12AMCHORSANOTr1E2X5 .,- (n 4 MG.E.CLIPSWITH'(4)a12ANCHORS'HAVEACAPACilYDF.BBSLBS.T}(QUG)(ERHERc)m,cOULDBE USED,THESTANDARDOUP iSE IERTOIN AU C7 qN� / . EE co OSh7AA144. a)Vmf-y.'(HEDpIG}IPRESSUREDFTHEFENESTRAT(ON PRODUCTS USED MR THIS MULLIONSYSnR&THELOWERCESIGNPRESSUREOFMVLLJONS-ORFENESTRAT(ONPRODUaiS,VdL O ~ 999 .gHEErS APPLYTO THE 04ERALLASSEMBt;X FINAL DESIGN PRESSURE REQUIRES-MALT THE BD7H THE WLIJONA DTHE,FENEStAIMONPRODUC78E1NSTptLED(N'ACCORDAN0E.N7THTHE � w \ INSTALLATION SPECIFJCATIOta WTO RESpEORVE5V85TRATESAND FEREBTRATJON FRODuam'M MIUW 69. Jco IN-THIS VAM,PIE,THE 13MON-PRESSURP REQUIRED WABw).60.O.PSF.THE OVERALJ-MULUONSYSTEMWAS'DETERrNEDT0 BE72,7PSFWrMM—ANCHORCAPACT[YOF636LBS,ALTBRNATII(ELY, '111 0= O NOAtO}1DB TH'DOW= .TXE•AKCHOR.GAPAC�T DJt2STMENTFORMUL'ACOULD HAVE BEE'NUSED TOCALCUL'ATETHEANCIDAr(PACISYREQUIREDFORTHEEAfTDF).GNPRESSUREOF6CPSFr ED o L- lf�----•a2� RtU[mN.TH •(60 PST)X(83ad-BS.}-524,9ISS (MAY BEUSEp TO.QLALIFY'fA•IO 5TEFisCAhVJS FR0MTA9LE4B)' I' � F----OVEHINGSNdiTH J 727 PSF' � . .. Z •7EFE. AINOSUSS"(fiA'tE.IS KNOWN TO BE CMU ON-IHEJAMBS AND USES A G`ONCRETE HmFRAND SILLTHE,NODOWFRiMEDEPTH IS 2.3W.7H RR E CFENING RECIES A (�yj fF 1GN.PRESSURE,QF450: 5.0PSFc u gZ- UFOR.THEVERTICALMULL]ON!M r .�-• Q • "+'.•-'•I}JNITIALLYASSOMINQTHATAI'WIDFMULLIONISSUMABLE,THEMULLIONLENGiHIS3T'+72+i'=10SAND-THEOFMNG*r)TH113264364i1__M%REF.ERENCING'SHEET25, Z o THE CbLUMNUSINGRECTANGULAILtOADING SHALL BE USED.BOOTHEMULLJONTABLE$FOR AMULU0N7HATISATLEAS,TTNE WINDOW FRAME DEFIHOFZV1*ANDWILL 1= kZ fA o W. _so s,r EYAMPLET.MUL71P L•MUfLIDNS MEETDR EXCEED7'HEREQUIRED D£SIGNPRESSUREOF+SO.Dl55.0 PSF.IF7HETABLE DOES NDYSIiOW7HE EXRCT,stZ$USETNENEXiiARGERSREAVAIIAH[E.. {J,Jy F7ZOfdTA8LE3A,5HEkT7,YHE 1"X275'X�75'MULLION(LENGTH'=100",OPENING4Ym7H=SD")MEETSTHE DEPTH REQUIRED,HOWEVER7FiEDESIGN PRESSUREIB+F/-15.i PSF w m o'�o� A:uLLWmTN--1F- AND WOULD NOT BESUTTABLEFORTHISAPPLICATJDN. .FROM TAALEIZA,SHEET10;7HEZX4"-X.26'MULLION(I. MH-408'.OPENING M78=80:J HASADESIGN PRES,SUREOF41-641PSP'WHICH EXCEEDS THE REQUIREMFJ•!TS G ¢ O O 'S3E :FORTHEOPENINGAND'MAYSEUSEOtNTN1S'MPLICATION.NOIMtANCHOR'C.4PAC(TYREQUIREDOF97.1LBS; D. zap N S.EE, DEfA11S. ,L 1:0 32, FF++esTRATLc11 SKEEIs BiCAULElT1SNOWKNOWNTHATTHEMULUDHViUADD2'TOTHEWIDTHOFTHEMULLILUNTr.THEADJUSTW,OFFSJINGWDTH1S36't36Y2'T4",NOT79"ASPREVIOUSL`! Px00u0(s, as ASSUMEDaVOUFYFMTTHEDESIGNPRESSUREI9STALAPPLICASLEFOR7HE•AOJUMI)OPENING.ATb"TNELY,THEVHM.OW WIOTHS.MAYBERFDUC50TO1JNNTAtN APPROVAL, 7HE73•DIdiENS(ON(35=1fP+35-t2*+2`-73'J,, r � 1 2}115ETABLE128•TOfl)1DTHEANG3{ORTYpE,ANCHOR 4VANIITYANO CLIP TYPERE4UlRt71 FORT}iBCONCR.EFEst1E57RA7E 1N E%AMpLE,A5S11METHEPOUREO .V- �CN.I •I' CONbPMZHEADER•AND•SIl'.LAREB'WIDE IFTHE MULLION CLIP WERE TQ B ED'E CENTERWfT){1NTHE,B',CARE.MUST'EETAKEN'TOMS(7NtSNTAINTH_ E FA51•ENER'S EDG5 DISTANCE MLLttOH.` - LJSINGTF1ESi'ANDAROCLIPW[T}t'(8j911�ULTIiAGCNANCHORH•ATANEDGEDISTAIICEOF21�L•GAPES•ANANCHORCAPAC(T'/bF1053L65WH(cJIIS;GREATEMANO• LENGTH �'S�• J G� THFREFORESUIYABLE,FOR THE REQUIRED ANCHOR CAPAC(FY OF971 LBS. ' DETAILS, DEfNI.E, OPENING -Symg FORTHEHORIZONTALMUIU&S, REIGIR- BECAUSETHEVERTICILMULLy!IIL.LBEA'2'X4'X250"MULLION,IN THIS EXAMPLE WeWILLMA7CHTHE'HORRONTALANO,•VERTICAL.MULLIONS,ALTERNATIVEL.Y.ANOTHER FOR ROR¢:. -- --_ - MULLIoN7'YPE COULD BE OHQSHN. duuJaN 7x' PRODUCNiLVISED 11-MEMUL11ONLENGHIS3VANDTHEOPENWGHEIGHTIS32'+72v2'=1q6',REFEREALCING-SHEET25,THECOLUMNUSINGiRAPFZOIDAMMC.ULAR'LbAAWGMAYSE ��amPIYnE?�IhQax(af3a 'USED;YROMTAtJLS1RA.SHEE7:IS,THETX4'X230'MULLION'(O-IENGTH=A2',OPENMCKeGHT=1207,HASAD£s1GNPRESSUREOF+}170•D'pSFWHLCHEXCEEDSTHE Sun dvL°Cada• REQUIRtTMEN1;5:FOR,THEOPEMNGAND MAYBE USI9IN THiS APPLICATION.NOTETHEANCHOR CAPACDY REQUIRED-Qr-=LEIS. Acceptance No I6•C)2I8•a g ��m 20'Ll DAIS, '2)METAa[Eh8TOMNDTHEANCHORTYPE',ANCHOR QUANTITYAIDCUPTYPEREQUIREDFOR7HECMUSUBSTRATE.(N'THIS'EXAMPLEIASSUMETHECMUJAMBSAREB''s ys WIDE:IFTIIEMULLION CLIP WERE'7o'SFs`OENTERED WJTHINTHE6",QAREMUST BETAKENTO MA(NTAPLTHEFAS'IENERS:FDGEDISfANQEUSINGTHE9(SANGLECI;IPSWR}( sa• T4)3116,ULiRACONYiNCHDRSATANEDGEDJSi'ANCEOFI'GIUESANANCHOACAPAC(TYOF540L13SWHLGHjS:GREA7ERiANOIHEREFDAE�54JffABLE,FORTHEREQUOZED !!„• - - ---- —ANCHOR CAPACITYOFS2iW!L _`�t�0 (•kYNN 4 36',N010L. 3G.HOR2. k� LENGiR��Mt1LLLiENGDI 'R FOR h1UL1[ON TO VERTICAL MULLION,USETHE 5AMEANCNORCAPACITVCEF ,1,19S;TABCE126F012TIiEU LIP SHOW5THEANGHOR .� '� �,'CEJZS�c-•-.L,'�')� CAPACITY IV1074•LBS MEN USiNG'3 ANCHORS.WHICHiStRSATERI AND THEREFORE SUITABLE,FORTHEREQOIREDAHCHORCAPAC[TYREQUJFiEMENTOF5Z9LBS.THE C�.'• OPENINSYI:O7ES FDRVSitfICALMULL ANCHOR.IyPE ISAIN2'STEELSCRw. , Md.0070E FRCM7}JE,ABOVE�STEPS�OUA'.MULLIONDESIGNPRESSUREIS: 46VPSFtROMVEV1 tMrAL.MUWCN:. 41.170.0PSFFROMTHEObIliG iZDNTALMULUONATTACHINGtOCMU: ��',� �� •N.-170.D'VSF'FROUTHE35`HOE(ZONTAC•MULLLONATTRCH(NGTDTHEGERTTCALMULUGH(INTFRS.CTION} a • s_'�A111-0- • T7•IE.LOiA'ESY`DESIGIyPR):SSURE)S+f•64:7:P9FANDWOULD�APPLY.•TD�d[t`f1FTi�E7�diL(CNS• %'��;••.fi10J.ilP�::�•fj�;�� VERIFYIHEDE916N PRESSURE DFTNEFENESTRATLON PRODUCTS USED WITH THiS.MULuoNSYSTEM.711ELOWrt2.DESIGRFRMSURMOPMUCL10N5�ORF'ENFSTRATIDN PRObVOTS,WILL•APPL;YTb'TIiEQiIER$(1ASSEMBLY:FINALDBSiGNPR£SSURE REQUIRES TLtAT7HEBOTH THE MIiL110N AND MG FENE5TRATION'pftpDUC,T as INSTALLED IN A.LY�IhI•MIyL1)=}2,'p,E. 'ACCORDANCE WITHTMTNSTALL`A7I0N SPEGIFICATIONTINTO RESPECTIVE SUBSTRATES ANDFENESTRATION PRODIIOTS.TO�MUWON, FL A.E,:58705 r EXAMPLES oFRECTANGULARLOADING: EXAMPLES OPTRAPSMIDAL![RIANGULARLOAOIMP o T iFw .PWk�.,c PW cq / I SHIDH Alm SHIDH SHIDH I I P4/ PW l!3N�� LJ Q. Q Q Q o LOADINGOFVERTICALMULLION LOADINGS5CTNGERYICeV.MUL M i SILLOFWINDOWS NOTANCHOREO _• ,w1TH IN,TF,RSECI7NG HCRIZONCALMIILLtONS I / •�^••:����_=r.. / / � R7 �17 SGD PW LOADING OF VERTICAL MULL ON = to - LOADINGOPHORIZONTALMULUON LOADING OFHORIZONTAL MULLION J r ¢ N r P PW j [Ids so er Pw co _ / I I � w SHlAN SHlAH iH10H smH U a z Q 0 SH1DH LOADiNG017WRTICALMULLION LOADING Or HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WiTHINTERSECTINGV--TM ALMULLION 1 ' 1 � 1 . LOADINGOF(2)HORMONTALMULLIONS LOADINGOFHOR=NTALMULLION LOADINGOFHORIZONTAL I MULLION 1 PN KIRGED- DOOR- PW PW - - - - NOTES= -- ;;RmU0TREV=-D -- - --- -— I S)DRAWINGSARE RuitdmrlCuade W>tnPlwidc j I RERESENTATIONS OFTYFICAL nc«pc nxtic PW CONFIGURA71ON3. IrMi Dato PW CONFIGURATIONSNOTSHOWN 202 MAY EXTRAPOLATED FROM THOSE15 SHOWN. - - Mien Amducc —2)IF--THE WAOING---TYPE-CANNOTPW — CYNIJ — SEDETFRMWED.USE ��� �G��, •`I'QC ���: V PW y RECTANGULARLOPDING. �� ��. ttGF173�'',F•+� PW . 3)SE--PRODUOTS•APFROVAL FOR -Z .' Nn 507 •'�'� 1 _ •_. i ..,� ACTUALANCHORLOCATIONS. _ LOADING CFVEA1TCAlMUUJ0N. LOADING OFVER7ICALMULLION 1 PAVPLOFHINGEDDOORISNOT RED CAMItEDORANCHO WITH INTERSECTING NORIxONTALMULUCNS I �•�L� �b � t � • 5GD ST,-I-EOF C/`~ ' a LOADING OFVERDCAL LOADING OF HORIZONTAL A!LifNf 114� �r MULLION MULLION FL A.E.#58705