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HomeMy WebLinkAboutNOA'SZ CANNED 8ubmillals are and gunerei a No(:tit 0S Do N .96)MD AND CODE, A.bMn NOTIC9 Ok ACC f G Th4wustxies, b6 �470 7Ceci;nolagybrlve North Vattice,l i42'7$ Willi gill; vVimilil This NQ.A, is. being issued utid a materials. Tice dacumeilttzFon sttbnlltte .�.; 1'radllcE Control Seoflou to ba used imiV��t' . Having J"urisdictlon (AHJ), This NOA shall not be valid after tho oxpRation. Seotiou (InMilviml-Tade County} ono/or tho ATE to Rave this product or material tested for qua perform III the accepted.mntuier, the mannfactit trait}edietely xavoke, nicdify, or suspend the use resetves the ilght to revoke this acceptance, if SeaEionthat tttla product or material ;Mils to mesa This -y0dmat.:is..approve'dA0_ described-hooln,_t Code, inoluding-tite High Velocity Hurrieane Zo DAISCRIPU'OM Series " i'GT11 Clipped El atr APPROVAL DO ObMl fix: DraiviitgNo, 651 11 sheets t through °[1 25 of 25, prepared dated 10/10/141 sigh d and sealdd by Anthony I Control iievision -d itp with the Notiee of A( County Product Cou, of Section, LAW, LI 6; Hack"Uhit shall bear a permanei madeVssrlos, and fdllowing ztotoment, Wiami=, noted Retail., 9ENEWAL ot'this NOA shsW be consldexed a no ohAp.ge intha aptilioable building o..cdo rtagatii `l'1GRUMA'ION.of this NQA NA11 obour After in the materials, usa,jaad/gr tplliiitfaeturo ofths of any produot, for sO.les, 44yetW1119 ax oily oth; to comply. with any section q#Ills Nt�A •shall be AbVA#"$ i 1VT= The XOA niidiber px( f hqv ed by &d extiiratton date may be display displtlyeil,then.it siaall be done tails pittirety, TNV96TIONT A copy of this entire NOA c stiiiiuttirs alid 06011 he -AvAilabic for fitspeotion i This NOA r OVises; 0d isnejYs'I�Tl3A# r4-d105.a 1.72, as well as approval dpat;gnentJiieiitioried izbi Tlts.subniittc8 tlo.'ounifl�t�tigtllv�s revievvecl,byll ��,.. . . APPRQVEO =�:�r i i A{�i'I10 " AS 011M FOR ').117JNFr)IIMA1ON fm '1111*1,111me mi., rleslgn Intent iv131s rite l>>�nlrarf I)ncut►tUttis an(y, a C1litisl gas fib rtUnleact 511tn: UJAM-DARE, COUNTY at.rurr�cli,,,�s tlrna itriY t�1i4V91 Dv7 T . o1q.1m,�c�o1v f��alRllds($L i1 "110�I1tJtsi�f5a. 05 SN x6 Street, ltoort� 2at3 fne (786) 3152 99 Ilse of construction Wo 'count+ 1tF3i red by tits Authority lets sorted beloi�i. Tlie Mitiiniacle.Caunty �'roduat Coilti'ol f (in tudos. otlierthau Miami IP0.6 Com ill) r6serVo the right ily a9siltaytee perposes. 1f this pi'odoct at, tnsterfal i'aiis to cr wilt inqur tiro exp ose of such 08tilig hnd the AHT may of such product or material NVItliin their itrisdiction. l It is defertriitted by iv1iarni D'acle County P�,4duot C0*01. the recluiraments ofthe applicable btdldidg bode, id has been _desEg±zed_to. comply_wiiii the Tlorida Builditi� _ A_ d ,Alumimim Tube Mullion—1,lY1.I. R, titled "Impact Resistant Ahuninttm Tube Mullions", mantrfaetgrer, dated 08/29/11, :vltii , revision B I Milld; U., bearing tho ]KIPml-DadJUbunty Product tanad number and explratlon date by & Miami --bade label tivith the rannufaoturer's matne 'or Ibgo, oity, state, ade Comity Produot Control pji"0VO4Vi unless otherwim w a renowal application has been filed and there has been ly af£ecting the performance of this product,' m expiration date or if there has been a revision or o*go 'odtsot or process, Misuse of this NOA as art endarselnent pttiiibses Slial� nulomatibaliy teirliietife tilts N't)A. failure iiiseotetriiintlti6ii Afid xebvfll of BOA, sded ley the words Miarrti ]lade Cchidty; Floiida, and I 'in advertising literature, if any portion d the NOA is all be provided to the user by the nlAn040tur0 ar its the job site at rite rcquest.of tiro Building-.60Wal. bud consists of this pagb 1 and evidence pages Fi4 ttud Perez, P..X, Olt No. f6-0218A0. 201 . Aiprcva ptcici April !4 2016 i J�aga 1 PGT Industries, Inc. A. DRAWINGS 1, Manufacturer's die drawings (Submided i adder MOA No. 2. Drawing No. 6300JR, titiei through 25 of 25, dated C manufacturer, signed and see B. 'BESTS ' 1, Test xepoAs on: 1) Air Infittry 2) Uniform. S 3) Water Res 4) Large Mis. 5) Cyclic Wi 6) Forced En along with marked -up dra7 mullions, prepared by Fene; b(samples A-1 thru E-1), date j Vand sealed by Marlin D. Brin+ - (Svbinftted undai 7vQ)A No, C. CALCaA7.TCNS x, 'KAtrchor verification calculati and with IBC 51h ]Edition (,' and sealed by Anthony Lym D. QUALI7[ Y ASSURANCE I. 1VSiami Dade Depai ent of I E. MA.TAi R AL CERTIFICATIONS 1, I None. Md sections. "Impact Resistant Aluminum Tube M-allione', sheets 1 v2-9/11, with revision B dated 10/10/14, prepared by ed by Anthony Lynn Miller, P.E. ' lion Test, per FBC, TAS 202•-94 atic Aar Pressure Test, Loading pox F)3C, TAS 202-94 stance Test, per FBC, TAS 202-94 ile Impact Test per FBC, TAS 201-94 4 Pxessure Loading per FBC, TAS 203.94 vy Test, per FBC 2411,111, and TAS 202-94 ii-gs and • ifstallafian diagram of- blipped alTnninuria' tration Testing Lab, Inc., Test Xaport No. FTL-6443 102/28111, and addendum letter, dated 05105/11, signed 4 Qn, P.B. 0-0819,05) x r ins and structural analysis, oarrlplying with FBC 1010 014), prepared by manufactuier,' dated 01129/15, signed Ylillex, P.E. r-1 and Economic Resources (RE4 _W17 Manus a •ez, P.E. 'product Corn of aminsr 3+TOAIo. 6-02i8.03 );Upiration Date. May 26, 2021 A,pp►4ovalDate; A,prlI 14 2g16 PGT Industries, Xu,e. CEc F, 9TA EMENTS 1. Statement letter of conformance, complying wltf�33C�5cfi Edition (2QZ), Gated February 15, 2016, issued by manafaotmer, signed and sealed by Anthony Lynn millor, P.E. 2. Statement letter of no f ancial interest, dated February 15, 2016, issued by manlufacturer, signed and sea Led by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105-01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extrlide Aluminum. Tube Mullion — L.M,L, approved on 02/12/15 and expiring on OS 6116. Ii • li • i Manuel PlroductContr Ii aMiner NOA No.-0218.03 Expiration Date, May 26, 2021 Approval )Date: April 14 2016 E-2 GENERAL NDTES! UITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT Oft LARGE AND SMALL -q DETAILS SHOWNAREFORTRE MULLION ONLY. ANCHORS SHOWN ARE R4 ADOLTION TO ANY ANCHORS REQUIREp FORTHE NfISSitiIMPACTRESISTANTPRODUCTS EIALUATMBYANEXUPErRIFICEDIrMALLERFORTHEB STIONWALLATIONMETHDU.0ATO1NAL1XOR12KWOODBUCXS[FUSED, - - - — BEPE6ICNEDBYO7HER9_ - - - - MUST BEANCHORED PROPEfB.YTO TRANSFE.ZLj? ,A, FIGURE is -' AItCHEG7o IaE 2) TRE�EAND NUMBER OF ANCHORS IG CRIIICALTO THESTRUCTUW+LPERFORMANCEOF7HE MULLED UHf7S.MULLIONS_ MULTIPLE oPEavxGwlDntFORVERyehtMuu. WseRIDFDINS+DI! HAVE BEEN TESTED AS'FRE4-Pl,0AT1NG'ANODO110TP1EmT0$EDIRECTLYA7TACHIDTOTHEMIILUONCUPS,Sl1TSHALi MULLIONS I / "1 sEED�TA1Ls REGrAt+GULAR NOTHAVEAGAPOFMORE'ftiANiJ4'FROM7HECLIP. A-0,G,N: swa sHF?7sza 3)TH5 ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNIDTO RESI5TTHE WINOLOADS CORRESPONDINGTO7HERBCUIRFb DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MOR@THAN Lf18(.THEi/357RESS INCREAS£WAS NOT USEO tN-MSAMCHOREVALOANON.THEi.SLOAI)DURAmoliFACrOFLWASUSEDFDR'rHEEVALUA710MOFWOODSMMWS. PROPER SEALING OF trt1TIREASSEMSLY{STHE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. sEEtrETAtts / i,,,+I 5)USETHE COMBINED WIDTH ORHEIGHT OFONLYTWDADJACE14TFENESTRAiIONPRODUCTSTODEMMINE7RE5sURESAbID ADS'AW 'I ! / �BfsOEDtw ANCHORAGE FOR THE COMMON MMLION. SEE EXAMPLES ONTHIS SHEET AND SHEET 24.FOR MULTIPLEUNITS, CONSIDER 2� l ATHW GI ONLYIWO ADJACMT UNITS ATATNE WHEN USING THE DESIGN PRE9SUREAND ANCHORAG'cTA9LES.THE LOWE51'D£SIGN T� iit % �_I SrtFETs2s PRSSUREOFMULTIPLE MULLIONS OR FERESiRAT10N PRODUCTS SHALAPPIX. VERT Il IlI R a OW 6)WHENFINDINGYOURSREINTHEMULLIONTABLES,ALWAYSROUNDUPTOTHENE(TSIZESHNONTHETARIE(S). MULL I.LLA HA rAL S 7)ANCHORBEDMENTTOBASEMA7ERIALSHALLBEBEYOND WALL DRESSING ORSiUCCO.WOOD SUCKS BYOTHERS,MUST aECA!LI- E URANCHORSSHLEA7EDORCOR510R1S ANCHOREDPROPEiLYTOTRANSFRLOADSHC6IS AS APPROPRIATE FOR SUBSTRATE MA7ERIALDISSN'LARMATERIALS9NALLEbPROiECIEDA5Rk4UIREIITOPREVENT REACTIONS. i pEli.3-titA7oN 8) RcFFRENCE TEST REPORTS: FTLBd43: E1C0 ULTRACONIAGGRE GA70RNOAS PRt�L1C1561tY rsFoFu+rrrPE. 9}MULLIONS AND CLIPS HAVE BEENDESIGNED&TESTEDTOCOMPLYWRHTHE REQUIREMENTSOF7h'£F--D VIT UI[DING N11St'liE rnna AunAPrAPPROVED FORRAPACTANDNON-IMPACTAPPLICAnORS.MUUIONSARE ONLYTOBEUSEDINLTH I F - 40)MULLIONS ARE IN COMPLV+NCEFOR IISEWTHE iD0'iL _•g t SLC LJSEEDETNLS 4"E)QUANTDYOFUNITSWLTHINAMULTIPLEMULLEDASSEMBLYISUNUMITS3IPROVIDIDTHATTHESPANANDOPENING pn,Gyl Ho �ti'rAtyr FAC st�rssa WIOTHMEIGH70FHINDMDUALMULLIONCOMPLIESWiTFI7HEREgUIREMENTSOFTHI9NOA IIIF------ LEvcn+ Hensoxrx. MULL LINS7RUCN0NS i)DETERMINETHEDESIGNPR£SS EOUMM4Emy BSIFn FORTHEOPENINGUSINGTHEASCE7STANDARD. ADDITIONALram. A-MPLESOFMULLCONFIGU-T'014S: OP8t8NG WIDTR---( I—.-•HOR2MtlII.LENGfH^j 2)CHOOSEAMULUON TYPETHA7 WIU. FI7THE DEPTH OPTHE FENESTRATION PRODUCT'S FRAM£OEP7H. Il �VeNmm - 1 j� 3}REEFft705H=_ET25TODEIEiAUNE1FTHEWINDLOADINGIS'RECiANGUTAROA'TRIANGN^ARfiRAPEZ00A'. J _ _ _ __. •PAGDUGTREY,SID opENING 4)RMTHECHOSENMULUONSMULUONIUAPACIIY(LB51FT1FROMTABLESIATHROUGH'16A,ONSHEETS6THROUGH2DRESPECTNELY,USING ��� cBWlStthcFkciG� xetGHr 7HEMIfLLIONTYPE,LENG7HANDOFENI GWID1'HORHEiGH7{DEPENDINGIFTH£MULLi0NIS9PANNING VER710ALLYORHDRIZONTALLYj.THE AnifQinBCodc bZyp.. 11 F� VEIS MULLION CAPACITY 2BSl1eI OBTTAMEDSHALC-M1kT OREXCEED THEI3ESLGN PREsSUREREOUIREMEN'i(LBS/FP) FORTH'- OPENING 09MKED W AecaplaacANo�G" OPENI:LG p I .. Imtl Dale t�0?� HEIG}tr Le- ' y . '6' x� ,y �' r;' 1Fuli.N Sym, i} ' 3)FROM THE SAMETAHLEUBSOINSTEP 4)ABOVE. FIND 7HEVALVEINTHENEXiCOLUMNANCHOR CAPACLTYREQUIRED(LB S).7HRSVALUE Kam�DU� L L RMRESENTS THE WINDLOADTRANSFERRED TOTHE SUBSTRATE BYTHEANCHORS AND MUST BE M£T70 ATTAIN TiiE FULLM4J1UO,y CAPACITY. ` oPEraHGwron4 �FROMT}{EgµCHORCAPAGLTY.2BS)TABLEONTHESAMESREECANDUSNGYOURACTUALSUB5TRArECON MON(MUL'RPLE \������y�( LYNN�a�, -i5, sINGL£MUWON SINGLE MULLION FOR RT�CCNG� AI,LOHORISUBSTFW7FJANCHOROLIPPATTERNMAY APPLY) SELECTANANCHORCUPPATTERNNvaVERIFYTHA77HEREQUQtEDANCHOR `���`�..`�GEIaSg -1FQ --FORWIZITCFLl�I:LL CAPACITY IS MET. ;+ SEE coRPFSPOFDINGDETAns MULTIPLE MULLIONS 7)IF•I4 MULuoN CAPACITY2BS1F7�OBTAINED IN THE TABLE. Is HIGHER7HAN THE DESIGN PRESSURE REOUIREM-.:M tLBS/F4=I FORTHE �f Na, D07D5 ,_� smGo GUREIADING OPENING, YOU MAY USE THE"ANCHOR CAPACITYADJUSTMENTFORMUWTO, 08TAIN THE LOWER ANCHOR CA-ACTLY REOUIRFD.WRHTF85 VALUEALOWEAANCHORCAPACLTYOPTIONMAY DE SELECTED FORYRESAMESUBSTRAYE -USE AN F jWut STANDARDSUSSDI 8)VERtFY7HaoFSIGNPRESSURERATING(LBS/M)FORTHEFENESTRATIONPRODUCTTOBEDT. -2014 FLORIDA BUILDING CODE (FBC), 57H EDITION hLORlO'�' : ' CAPAO17YfL13SJFrilOBTAlNIDFORTHEMULUONSY97EM,THELOW OF THE TWO SHALL APPLYFORTHEENTREMULLEDPENESTRARON iC`•_ -ANSLEAFSPA NDS-2D12 FOR WOOD CONSTRUOTiCN PRODUCT ASSEMBLY. !/,-' •.., ••��,G ^ALUMINUM DESIGN MANUAL, ADM 2010 S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATIONWHEN USING THIS NOATO APPLYFORAPERMI7. A?L�I;I�gI�jF�Ry�E. aAtSL-stop-0TFs22otD FL.PZE 58705 . pE fASL , 'BB; 13ETAILMULLIONATACIiDOTWO Nix UCTAUCK WOOD.B(NDMASON)' IDNSOX(STANOAiDCUP'SAMlllORWOOW1Drz _ , •(OFFS57 CLIP SHOWN). �& I I SEESffEE7S �° LOCATIONS e Eff71fE P ••4. 1 _ ' � a cll•nts,T'WOW pS'6tAY5'E i I � Ii3SflSLID'BY "' •4 'a- .26C HnfIFOR •. d. � 7tus�aErRe9 .4.• . A}LMl1LLI0NS _ a •a s •.a .�' .•p. ram' - 1• EXTERIOR iO . q•.- q, A.. • ' c D15YANCE a . a • � MlfSONRY n - TIt. DFF'SEf Gl1PA ANCHORS AEcoa4dExom FDR ' •.'°a•... a • . •• 5NN oWS�E9mT Y EXTERIOR ALSOBEUSFAFOit_ MONf VIEW INS76f1YdI0N NOTES` t)ANCHOR EMSIDI RM'rO'9ASEMATERIAGSHALL BE smNDWALLDRM$jkG ORSTUCCO. 2)QUANT" OF ANCHORS AND MuLLjoN s' m,sliOlVABOVEAREFORPIOTOMLREPRESEWATON ONLY.SECpSETHMMCS'IOROAP+4CRYISHA6EDPA•R7l:Y;OJ•>rRF- 'AN CH0R.16ANCHORDIS'fAN0E,TRE CDRRErTdUAN.TITY.A?TDLOCil710N'OFANOFfORS:E� AND ARO`0 1NIERIOTtCUP'MAYHEll ES DONTF]E F0LLOWTNGSHEI;75.FOf D£PA1LSJiD SM.MIV 3}AF7CHOii HEAD TYPI:MAY,.9E?AIM FAD. F M,F*F-M'OR•FLKfHEAD. 4)WOOD'fit]Q(S'Af2EOP1lONAL s �>:TAII c SH73' •MCOULTRA ODTOREL OItrS,S,.AG &AEGA70RMASONRYAN,CI o •DA COUFI7YAPPT20VS;D JIUDN BOM11" TYP.ANCN4R PERSUeSY'PA7E, AT7AC:FPF�Tt SEESEETABLES7H•Tlili s�� o sHEEft _ :•�? OO}{CRE7EOR.ON,tlt i~'.• I,n1sTAxC�. Y----� SEESEETAHLSS •FDG1:915TANCE T3Ft6H FOTLMASCNRY o ANCHORS $IDEVIEW a , a • • ' ' a EIiRE]¢jHE SGW9AR9'OR C61PtuYEir tNsfliW-meY �,�'. YHISNg9f00. a Zia' 0 ` TtP.%NGfOR $F�£7ABlkS78 f.� 8O Si a WIC=NT ErvnfERy o7R �3L• NS' �::;• �': � -. .. `,A .r ,yy' •.^, S HE�17i a .:t --:.n��?��'..'!iEi._ ty;H•It.T I(stCotJCB1TEORCMt�, FRONTVIEW. ERODUCI'REV15F4 �comPlyine1yit5Eae I•totid+t Boding'Cade At.ccP =X0lCrd218,o.$ imtla Dole qo�T By T+1mrr+t. ¢de Eiod¢cLOcaC93 ..t.--�fTltlt'Jrr Luz �•4�: •ti�6GNSc'• .'Q i r4NA1-fir% ALfNIaTM)LLeT�; P.E. FL FM-*•SBM5 P DETAIL E: - MULLION TO MULLION .125•MN iN7ERSECTION NdrEse DETAIL C MULUONDIRECTLYATTACHEDTO � (U-CLIP} 1)MAY BEINSTALLED IN'TEr"OR'CROSS" MASONRYSTRUCTURE � WERS=DNS. {STANDARO CLIP SHOWN) V'"a=s 2) MAY BE INSTALLED HORIZONTALLY i j (SHOWN) OR VEIMCAlLY. 1 I 7YKANCHOR 3)SES•CLtPDRAWINGS, SHEETS 2123 U L ERHER•RIE I I PERSUBSTRAXP 1 BEETABLESTB433 FOR OdRRESPONDINGMULLION. VIEW STANO11H00 cPFsET MILLI ' TOP MuwoN CLIP MAYBB INSTAJ.LEDSY I I I EOGE AS ONFLY tt 1; FORMlSNRY t VARFS�-•—i 1 7}fIS IdER{OA, t l ANCHORS }FtzSiEEl.SCRENS, SELF•ORRUNB ORPRE-DRILL SE^1 hu-MONANDUSEsms •� MUWON �•. i - E.'OTtZR10R 4 [9GE D6TANGE • FOR MASCtBO' e 4i OFFSBT CiIPtS RECOMMEN�OFOR t yls slr WWOOWS,BUI MAY ¢REBSELT'f4*1 U-CLIP _ ALSOBRUSEowR I RtOR .:a°. OTRERFRAMETYPES. - a TYMANCHOR .4 d PERSUBSTRATE • V TYP. ANCHOR tTtYAKESIO- SEESI3EET521.73FOR NOLELOC4TIIXiS U 1SEE7PBL651B•133 r-- 9uocsTR�P ANn srYABLEstB-Sas FRONT VIEW EDGE OIBTANCE Ems SEfiTABLES MN2.7=CCNCRSm CROMU W142,T'NSICONCRETEORCMU 1&13B SIDE VIEW DETAIL➢l FRONT VIEW MULLION ATTACHED TO • STEEL STUD (STANDARD OLIPSHO ) • tNSTAtJrIONNOTES•. - TYP,ANCHOR - j) ANCHORE[J9EOMEN7TOHASEMATEAIALSHATI.BEBEYOND WALLDRESSMGORSTUCOO. A PER SUBSTRATE�sEETAEt.EB1e-�B 2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORW- REPRtMTAT1014 ANCHOR CAPACITY IS BASED PARTLY ONTHBANCHDRTOANOHORDISTANCE, THE " SEESH�T6 '"' FC . �� HOLE ONLY. BFCAUS11THS CORRECT DUAAITNY AND LOCATION OF ANCHORSMUSYEEFo=WED,REF RTOTHETABkESONTHE � wCAMONS FOLLOYVING SHEETS. FOR DETAILS A-D, EIMERTHE `STANDARD OR INTERIORCUP MAYBE USED. ; � S)ANCNDRHEAD TYPE MAYBE PAWMAD,HE)Uif DORFLASH— q) woo D BUCKS ARE OPTIONAL, SEE DETAIL C. 9HEEr- .`.�LLMH 5) FOR MASONRY APPUCATIONS IN MIAMI-DARE COUNTY, MoNLYMIAMI--DADS COUNWAPPROVED FORSTEET.SNOs'DBNRERTNAN ELGD ULTRACON OR ELCO 1M S.S. AGGREGATOR MASONRYANCHORS, FRONTVIEW tsaAANPCDMPL1ANr WRNTHEFLBU0.01NG ' CODE.A2XW000BACKERIAJ$TUSEm EXTERIOR SISFw wAxCYOYFGA£ USEWOOOANCHOR6?ECS NOTES - 1) FOR 2X W00D-BACKFD STEEL. STUDS. WOOD ANCHOR YALUES MAY BSUSED. - - 2) SEE CORRESPONDING MULLION TABLES. Sm7 zaa, FOR OUAN11TYOF SCREWS. SIDE VIEW SIDE VIEW PRtSDUCTREYISS2O m cmnyly3tGmlh ftFttcidn BBilding Cods AeceptRxe tb�'=LSg. b� BXPi�M%902') By S g l� �uv FL P.E.fr5BT05 DEIAILF: FIELD-MOD��C MULLION CLIP SEEDETNLSA,E, SH�iSAAHD 5 FORLVS7AOATlGY 7CSPEUFICSBEsrRr<T[s O o O 0 SIDEVfEW 51WWNWffHi'X+'XS2S MU1110H EXTE-RIOR ASODIF1ED70H1'FIELDD I corromDNs- I MLI CN 1 I 1 MUM.. O DETAIL Gi ANGLE MULLION CLIP (ANGLE CUP) u u0R pp O O TOP VIEW i SE. DETAIL M, BAY MULL{ON INSTALLA noN (ANGLE CLIP) ZO0 O $ EXTEMOR 0 �2 ^ .IlLCOWODD, ../1 S7EELALUM ORMASONRY OaER1OR EXTERIOR M07M FOR iNS7ALlA'TION OPTIONS F. 1) DETAIL IS NOTAPPLIORBLEFOR THE BAY OR 12G 2-11" ,125 MULLION, 2) slx7A13L=S ill •!SB FORARCHOR QUAMTMSAND SH`-EfS21 a3FORHOLELOCA7I0NS. 3)THEM CLIP IS NOT SUITABLEFORTHISAPPUCATO L vFg•NL4 P =campbLREVISED ns comFlyin8�5iD� iho Florida BA�an¢jdj`, iG-b218•D3 INTOWDOD,STEEL, ALLM CWW DR MASDSUi1' O ExpiIDfiaa l}ilc �5521 uy T OISTANAHCE FER M1WU OModRCL' ANCHOR NOTES FOR INSTALLATION 0FMDN G 8 R. �`l .. a SJ USE2ANGLE CLIPS PER MULLION AND. CUFS MUST BE INSFt2iEO INSIDE OF MUWON. .'15�� •�GeNS� ••• :C 2) DETAIL Gt SEE TABLES SB, v 8 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE z ;ti; : Iyp, 88105 >, icy LOCATIONS, 9)DETATL H: SEE7AMES15B OR iES FDRANCHORQUAMITIFSANOSS EM22 FORHOLE =.til'• �` � ;' �� LOCATIONS. FL l 58705 AnctiorCa ea '[`able bE PTWaaY MMN /y��uR>r/N•.'—:: ANCHORC*— (DPn..SX _ Samb^IC: R7K main SSK mno, HWowGNUwm. llmarm 1145SE1m 4fS Eke FZNtdltt Tle•SSEeQ ai09faU' K26imt fl1LSletl MULLION CAP.y„� USETHIS FORMULATO OBTAIN THE'ANCHOR AmbeflYDG *NW'M:o Wmcm R4•E1:aLmroam YIT EkoIAVxm i/i•kluo A=koater lcuam AwroMilar Saw toil G¢cx (G$ SOInvics7 CAPACITY REQUIRED' CORRESPONDING TO AN Anchor CIIp Aaice:na EePo otstaace thiK s' 2-�• 1• ate- 3•trz' 1' ��' 1- a1rz• x svP• x oAs I O•c+- O.em• 07llAUPRESSUREREQHIREMENTFORTHE - ---eaimacmi x �x+• - ��r i�fi• ..T;v4' x -twiu� , w• -9PmQ ivs 7aatoa t•ur -srq me �.ur NOW t-vs• One• _ •fl7aloc•, satva� DAG s� xtmi [rslm ' seznu OPENnuG.WHEN tT iS LOwER7HAN ri>=MULLtOD xgsa�+.Ts•.wn.oc;fawbcdaoaximQgh�x-�ma -anofu--4saaa--t+x WA m: WA WA WA 3801m WA WA — N1A T6O1LT - _.. WA WA. Tia Pn 'm WA t8a2� 02 Ns! OESIm BAlfm Offi lm El:7E0 CAPACITY (FRDMTH£TA MINIMUM ANCHOR MULt.1Dvywhi.LY(ELD MANCHOR IRa ma SIN1ar ;ad,pcTei,iSMln. O,C.fStaaeCE torO2ieggtQtEb.7k SeOIDn 70P N. {jmclga (45'LIIS RGfC42tsAQdoGPa f(RO•SX TBOws 7aP1m BaO1m 1500lOa 1fi4H1Qs 3iPffi a®im .3WIla, WA - tiN WA WA WA 715 tns BE CAPACITYWENCHMAYBE USES TOgUA1E P.15• M.,f1GFv471Q,tnto 125•Alen•ft.4x WA WA WA }OA WA WA WA WA s321bs as roe ti0 ma. aryl ANCHOR SF;�OMTHE wrtbm9 . axnerlFCTelF7Q.SK 795ms iris ks_ t75 P� ids Ra Balm t751w uP me 17Tms D701oa 16T1m ANCHOR CAPAACITYTABLE.ADDMONAL NOTE: FORTHFQFN%=l w1- irlG wur+=+............... ........ _._.-------.---- - FIGURE i• FIGURF2: TABLENOTES: >� £ i) SEESHEET I FOR INSTRUCTIONS ON USING THETABLES AND 814EFT25 FOR INFORMATION on LOADING. �§ SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t— • 2) LINEAR INTEWOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTHS 'SAL LOWABLE. FIGURE 3: —• 3) MULLION AND MULLON CLIPSSHOWN ARE1,10770 SCALD FOR EXACTAOAENSIONS, SEE SHEETS 21.23. HOLESTOBE ORdLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIORONSSHOWN ONSK-ETS21-23. 20" ® FIGURES SHOW SUrzMTEDAPPROXIMATEHOLELOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES -CONCRETE SHALL CONFOR61TO ACI 901 SPECIFICAMONS, HOLLOW AND GROUT -FILLED CONORMBLOCK UNIT (OMU) SHALL OONFORM'fo ASTM C•90. WOOD SHALLBEPRESSIIR-TREATED ALUMINUM SHAI.LBE8063TSAND BEAMINIMUM OF.126• FIGUREt_ ® FIGURES: FIGURE& YELLAWSOUTHERNP34FMTHANSGOFO.55. 'THICK. STESTUDS TO I3SA MINIMUM GRAOE33 AND,D45•THICK 118 GAUGR). STRUCTURAL STET -TOE -AT EL LEAST.12Y THICKAND A38.ALLANCHORS INTO MHTAL SHALL EXTEND AntaiST 3SCREW THREADSBEYOND INTO WOOD MAYB5STEEL1&8SS.OR410S.S. 1^X2•X.125`MUWON THEMATERIALgiD&F12ANCHORS 'IG`I!YN�IMI1� E, FL P.E# 59RIS { I x2xXS 11um.Tu6¢ Muloon AncharC¢ mcl T¢b18 s xano.Qnu 27K EA.mia ¢.7K- aiww. yl�Eim ll¢mcen �fp FlcaUKrccaa vlc600 Ukmca� Ticflw Nl¢lcn uluma WHEN IT IS (FROM THE ITWILLYIEI ANCHOR CAP.,,, FIGURE i FIGURE 2 TABLE NOTES 1)SEESHEEi1FOP.NSTRUCTIONSONUSINGTHETABLESAND SHEErZVORNFORMKT'ONONLaAD1NG- 1.000' �-- ® 4�1 SEESHMS24FORGENERALNSTALLATIONMEMODS. 2) LINEAR WERPOLATION sEiWE5HMULLLENGTHS AND10R OPENING WIDTH3ISALLOWASI.E. FIGURES: 3) MULLION AND MULLION CLIPSSHOWNARE NOTTOSCALF—FORMar DIMENSIONS, SEESHEMS21-23. DIMEN 1014ALRESTRICTIONSSHOWNONSHEETSZf23. ILLEDlSTED.APPR ZDCW I�3 ® FIGU�RESSHOW XIMOATEHO ANGLE f71P MUSTeEU5�7 Bi PAIRS. 4CON BLOCKt NIr �CMU)S ALL CONFORM TOASTM C= WOOD SHALLs5PRESSUpr—rREATW S. 376' - I f1GllRE6: CONCRETE YELLOWSOUTHRtNPNr;WrriANSoOF0.55.ALUMINUMSHALLPIP60S8.T5ANDBEAMINIMUMOF-125' •l7,LICK,STEELSTUDSTOBEAWNIMUMGRADEs3AND.045'THICK(fBGAUGE):STRUOTURALSTEELTOBcA; 9'XrX.3'rSMUWOu - FIGURES rP�UAE--� 11 LEASTOWTHICKANO THEMATERIAL4`10 #)12AN ALLARCHURS HORSNTOWOODMAYBESTEESHALL � &BSSOAT R 10SS.CREW'fHRFAOsgEYaND I1 N.. 68705 MOOs 4uu� LaskNN i A. FL P.E.#58705 min so In Tala to rro tr 7WTa ii m �, •• Ream=, Tmi,'mD,a so--id¢r Tmpnuhy. Ra=IanPtat TmaRlml Roolxmd� TLe¢WDH0. LmDcoM T dDH 61y �Hv T - Nur 71WM�m Re�d� ar Tinad i& RLa H r 'ITa sgD. 1X2761L Lo¢d1PH indnd !F¢dD4 Ir¢dPA tndl* IFft beft .375AEum. Tuba � �' � �€.. � �.. � �.. � rs.. $ %� € •�'� � '�.-. •� �' a •�.. '�' rs.. �'.� � �g;.. =� '�.. �.. a �.. � MSAlion 41n f74a tiLO ilOA au S7DA 7CC tl4a C7e 77aa era StaO Saa •lTOA H42 T10.0 5[H 170A ttSe 170.D 62f � f746 i2lD t740 S31 Sla7 13H1 Y70A aZ1 127,6 S30I t70,0 Szi SS1,5 S7Pt {T0,0 SZS 1HIa S7AP 7W 170A 3IC 170,0 b91 90A Wl 1711A 8YL 17PA eSD 1740 f133 t740 841 fStB ]f39 i7DA Cf7 1s45 f736 S7aA pia F.a9 tt37 lT0,0 580 ffy.5 SlDO 170,0 6I0 ES,i 757E TlDA WO ...�,_ .•nn •rsr neo D23 I70A D9D TT0,0 ett t87A ]032 17aA aai 11PA t6]2 t7P,6 721 1705 tm2 T¢tA 7C7 11Y.0 SW2 1740 77ib WA f0.T1 Y7A6 736 a3s ta12 t70.0 T� ��� 5DC�2 .inn �6an ` 127in I 170^ I 75C I7.9 1>R C 0 OAPAOITYADJilSTMEDITFORMULA] 11.>'r � <n rn TABLE3r3 AtfchorC3 7atla t>:n —ANCHORCAP.,mr.,ve FA¢acrau prwom OR (OP—) Xt �=ANCHORCAP.,o �O xD sm;mld utroacmta 73Xten¢. vouDxalu Vt•ss 17cD 5riC 2t¢a i7i•LImtm tact N SSa•EkatAtmwn tfPEkavuDem yne7eter IMreeaa v1's9 Eka YIDmal tv steal ft2sleC AOOtCGDt¢S SG tes) SatM•tr•9 s"wiG57 MULLION USRm1SFORMULATOODTAlNTHE ANCHOR greDmYyp,., 3riPEIeaU[hx¢D AnchorCl[pPalMms �fR, t• 2-t!Y 7•o !• 24fC 1• 2•!f1' 2• SVS r 0.5C' Hst• D.sx• CAPACITY REQUIRED` CORRESPONDINGTOAN AG1'UALPRESSUREREQUIRFAtENTcL7RTHE EdCattai¢n¢alleF S, emeedmmtlm Yalr sap• ta+d tau' z t-vc 270)A tva• -rr s-w tna- tss• 2PA IDa asl iDc 7aDOs s7A ftD 36C 1>u 2. ta+n• tea' tatles aCDIDi S111N <cHLx s6ama WHEN 1T 2 Aacgrsflt7S strn.o.GrstD¢szaarcnsct.wv 6tvtP Si01ie amtm fDs 7001h7 isa us WA �l>c ioli lm WA WA WA 7BD IDS WA WA WA DPA WA wz[or Oasllc Stt:D ass ETABL )THANTHEMUi.LION CAPACITY (FROMTHETABLEj OFTHE Si3-ECTEO CAPACOPENIITY MULLION-RW1ILYIPJDAMiN1ASUMANCHOR lAM1alWcf47.t�¢At. CLO.I si¢tWdiorOmeD pIRP.2} CHD 7DDs 7Dams esP>a: F3W0. taDa� slPle smms tDA HUM.- rte1, DPow WA wA WA Y!!jm W2I¢s Eesi= ttaasa WA WA xn 7W CAPACITY WHiCHMAYBEUSEDTDOVAUFY a7u¢D,.gsrAaq¢rwxsAa¢tea�ro-tiaz anmam�.aw oaru�q,mmdrrN¢mizk-+) WA WA WA landor7r�PpSPsz tasma tasloa H7sm: WA w IifA fame aum toss: A t+lA HA WA tt7R¢ i7yibs ayalDe tailor a3tin tPa IDG WA wA WA NIA aa� t7am, 3flp 78oma WA M7 Re �121as fta9ss ADDITIONALANCHOROPT70NSFROM7HE ANCHOR CAFRCI7YTA9� 2NFpal%dRL MIn.O.G FNDIfl2at. 2lDIM 4=U= taA T. NOTE FOft'iHE OFF-SI-T CLIP, USETHE SAMEANCHOR pA'Il`cRNANDANCHORVALUESASTHEsTmARDCLTP- C-->CIRCI.EDVALUESAREUSFDIN-THEEOMPLEONS4ir;V2A. PRen CrRSVISEO ss mmpDyia>;wiifylSal7br(� Bvildmgtode Atttptaac7.ta1�0'p�•{i3 FIGURE I: FiGUR£2 TASLENOTES: _ •—� i.fl00` �— H"p"mim too��IO2T ® 1)SEESHEEi1FOR INSTRUCTIONS ONUSING THETABLESAND SHEET25FOR1NFORMA710NONLOADING. BY ( doPsada¢ecea'•mi ® SEESHEE=-4 FOR GENERALINSiALLATION METHODS. RM 2)UNEARENTERPOLATIONBEEFI.IMLU.T.ENGTHSANDlOROPENINGWID7HSiSALLOWASLE•LYKA!r1j(y FIGUR=3: 3)MULLION AND MULLION CLIPSSNOWNARENOTTOSCALEFOR EXACTDIMENSIONS•SEESHEETS2i-23. 2. 50' ` HOLESTOSEDRILLEDM'THEFIELD FOItOWlNGO1MENSIDNALRF51'Ti10'I10NSSHOWNOySyEET52123. r,�ti;'�,yGENSC'•.FQ+ ••. =gylp FIGURESSHOWSUGGE57ED�A.°PROXIMATEHOLELOCA710NS. 'T, No.GS705 AN CUP MUSTBiS USED IN PAIRS. 4) SU8371IMTE6: COIlCRETESHALLCONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCREEE 91ACK,.T (CMU) SHALL CONFORMTO ASTM C•g0. WOO[] SIlAI.L BEPRESSUIR:TREATED ' �O '• l J, �j ,-�y� FIGURES: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WIIHAN SO OFD.55•ALUMINUM SHAU-BE BM-TSANP SEA MINIMUM OrAw � T ' P '• •O , ® p ® THICK.126.- STUDSTOEEA t:ANCI ORSIN O33 AN E ON 4X275`X.3Ts}dULUDN MFTA SHALL. XTENDATU GAUGE). UCNRALSTEEL LEAS'C.t26"7HICKAND A3[LALI:ANCHORSEN70Mf:1'ALSHALLEkTENOAT�EASTSSCREWTHRFADSSeYOND THEi.7ATFAiAL.11D&S12XMCHORS114TOWOODMAY BESTES,I"S,S.OR4103S. t(''.. /LOR1... - •i� s ...... _.•• �l 870 t� FL .E50705 BL[s 4A MvlRan Da aD Tables let OPeNsp 1Nlttlh (fOfY8ffiD811Y�P�p9 aap6 m)Oc OpH 7aTrt �Lt PaD7 5Da �� >e�• R. Tfv7lydenQ Amteil+r 7[a S x 2TB z auccmnwhr' llama • R"� c� �La�ad1D2 �¢ laedre bedm taMna Leedlrm L tcadDB yy• x �•� w$ R 9 .. 'b b A � II� 6 O i. w BED Att u4 LtSu11im1 u v _ v '�• gS 'Q P. if>06 ' - - i?ab I4DTn learn et 'fAa'Umes. Rnelrmpulet TtnpfldvaP. HEeUaDWu Tmpf8lnbe• RecteaFtl:1 7 laadno 1. cu Lmm laHdD¢ En 0 lae3ap Z sa g � 8 e x 5 # rp@Bln 157.1 T67 140.0 BSC tta� 7A l,Ku w. _•••- --. -_ sS0 727 ea¢ EOS saD s1{ '66D Htn ..,. av ,.., �.� -..- --- e1A Ea8 7a2 52l fiH.s E1H 6ES - 4SH 'DeA a7t- d7A 45I DO.P 67f {{,E 4R YlS E71 443 •SSa � 72m {Ot] EtE SOHd 55Z 64a C7H IIf.O a 571 67.L 478 (iLl E71 EDD Alt {OA 3T1 6i5 4BS 432 Sri 5ta Sit 512 Q9 {ae 2H.6 5f2 {a.8 {28 'L.•,0 six 40.5 {Lf 3 78N 8e5 - � 51f OaA {BH 72i 5T1 7EA 4rE 627 SS2 7tb '� 9.t SR �.! 4Sa 6IL0 SR eSI {{e {Li 6S2 SSA {12 40.0 bl2 aT.S 637 a$0 . YD7 'aG.B 7Ji .� -4ar $H1 D37 1aa 4DT a.I.t 522 Srf1 407 ?3-H D10 781rt 88.0 S42 8a.{ 47{ 407 57.T Dat {a,t 4a7 4$2 ass a72 407 s¢d a4P 325 {a7 a53 sU aE.O {01.. 8b1 asa 3ie TE.1 OaD 213 a� 2i0 aea 1ZH SSB 2f.0 adD i5S 3A SSZ 2 HD IO 524 Dtln 42E 35e {/.1 D20 85.8 3fE 372 Otd sal � a7.{ aCD 2HE 358 2a.8 ODS 2l6 aD1 226 2A SEA 'fS1 i4S aAT SE.T 28a 1HA 240 lrut 7d3 !8b 1a7 Sae in sai ae3 DO.B 3S5 a5.1 2� a+`II R51 7�.¢ tta 2I,5 SP.tf 7A% TdD 95 i73 2H7 48.7 2bt 15.3 2Ei 1aS 'd8 _ --_ ilt to 127.8 367 20z 2{2 ]1! ape 1E•1 RHr a30 Ittb ass t57 aaD 1e2 afn _ - - ANCHORCAPACrrYAD.tifS7MEN7FORMULA' SaAm azD _ --- y1g qa ---- HO AIICRCaP......... _AMCHORCAP.u,. (DP-) Table t>i tvr7voot Hnmt X � 7ABLE43 2Ik°fer°n0• Aneharca asl 7hEVY0Au Fl1Npr71 Vi'H3 Skv 5f{8'8vv SN•5sf3m 4SD 51eM Df251eo1 E/291ad vwAGIITY AN SDRt�e D8letta 9te's5- ySCEbv"hD W 11{'Emo IItPRW ALSRcOatvr lllDecvc A90t�° saes (a11 � tb'+1 ScfcNIG57 HEOU{R D, oRRSWONDING TO AKlwrtYK afSC E,ix,gUecW Vi'flee ITPscm Z�, ¢. }va• T D-4a• 1 C3l` 0.E4' 5 r ACfUALGP.RWEHSESURrrE Arlchor011l)PatteR.a ztm ISREOUWIREM7RWHETMH }ua• t• rlrr yyy : t D' wdna !arc• t.114• ta+ CTED xm" 7coma aI+IG e84 m0 D ROM7HETABLE}OUMANCI.EP CAPA11 t?ycpfnest A4 �� t°0n' � tea ma Rarzm aaa lm 6E2m aesl� ttto ma IT A wA wA MULLION ITW>LLYIA 2AncDaEG4T5ntto.o,a.fsmnacaoraa:�aiDffk.tk 4O1Ies 70a 1m wA 1AMWWOtOANOHOR wA wn iHA 000 ms 7601DS 7mIDc eWm 1ce3lDr 1R2pf eES CAPAC17yfNHICHMAY BEUSED TDQUALIFY 4MeDm®l.fe Me+.Q.crsirtsmalorb�egGP Fh•�L 7H]IDc 7CD as �lYA 1 t6W4 6AW �1e6 � A WA tut A r7fA 7•Isir. ADD iTIONALANCHOROPTIONS FROMTHE 4AaflwsOa•E70.DA.lLU sARtaxf91r,{ axS AnfAc mpsl lHD.si •xv,.o.ctuco-�.mm.t3sntmn.lFlo.4F WA wA usms tAa�aerrFc�PtFk.sti teEtba 1P5� atsa>s 2+Dbt as°m wA WA a12ka farm 14Dma i7lma moms terms �zA �w� pafmt :.RfEi EaDIw ANCHORCAPACLSYTABLE. wA A WA 1901bs wA wA . EX40-EON SHEET 2e. NOTE. FORTHEOF75E7 2 Avat as®1.15•Nb.allfFO IF'h-a• CLIP. USE 7HESAMEANCHORPA7TERN AND ANCIiORVALUtx ��yCLED VALUFSAREUSED IN THE AS7HESTANDARO CLSP. . 7AALEMOCSr .• •-i 19DT i-- FIGURE t t FISURE2 �7 j) sl-= SHEET I FOR INSTRUCTIONS ON USINGIM TASLSS AND SHEET25 FOR INFORMATION ON LOADING,}�• SEE SHEETS 2-4 FOR GVNM?AL INSTAILATiON METHODS. �d 2) LINEAR MTERPOLATION BETWEEN MULL LENGTASANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MUu1oN AND IritJLLSDN CLIPS SHOWN ARE N0T70 SOALE. FOREXACT DIMENSIONS, SEE SHEETS 21•23. 276D SHOWN ON SHEETS 21.23. FIGURE 3_ 14OLES TO BE DRILLED M THE FIELD FOLLOW INS D{MENSIONALRESTRICTIONS VOW SUGGESTED. APPROXIMATE HOLEL OCATION& (•3 FIGURES 4)SUBSM'fES.-CONCRETF-SLVILCDNFORMTOAm301SPECIFICATIONS. HOLLOWANDGROUPFILtW TO ASV O.90.WOODsHN.LBEFRESSURE•TRFATFD ANG�CUPM17S7BE MPAIRS. CONCRETE BLOCX 11N[T,CMU) SHA ,,cONFcTW YELLOWSOUTHERNPINEWITti ANSGOPO.6EALUMMUM SHALLBE6p63•TSANDRUCrURALS OF 126` FIGURE{: a FIGURES. FIGURES � i'X2.7SX.8wmlJLLtoN THICK.S'TEELSTUDSTO8eAM1NIMUMGRAOE33AND•04YTHI0}C(18GAUGE}37RUCTURAL^aTf�I.TOH^AT LEAST.l25' THiCKAND A36. ALL ANCHORS INTO METAL SHALL EX -ggDATjS6ZTSSCREWTl9MDS BEYOND TIMMATERIAL JLD&#12ANCHORS INTO WOODMAY BESTFFL.tB•sS•S•OR410SS. � _ �l •lam+'VCEN3F '-`.C� ��i TS fTA'f"t'OF fTITI Itl Nf� A.LYNNMILLER P.E. FL PI-058705 SDIo 60 fa 701n•--..___ SD In Dorn SOON 7P9h 7mN iwm R6�CIe�A�� Lafcdop R99fmbalrr 77 •RoLu" a.Ao97 ifnpVT Z!lw TTOM, Loaft twlma dbpf1&2dn�lI0.QTI i RLm4ar • Tm RLOi6nP� IsaSa9 1"xs7f2d"X �`� 0: 2• r rl �^ :§•. a ''E . x � � r r r 7a 3 a n a L �',�� F � •c.- •� a.. v a.. .600 AluR7 �• g e � x � � -�.. � o •a.. �' zg.a # a � 5 a� � � � �� 1�• � s• a$ � �. 1L s�. Tub0M3U a a'& €� �� �� gi e' 5 �a as _� 8x K �a ..,,. .,.. .,�� r�r nnn tua •f]D.e m t73Il 4S5 T70.O dYS 15tr1 18tR 770A 521 i891n jW.0 955 1704 7aa 129.0 - 1312 a3t S1II1 8A SRl Intl »c +w .•-••• .,' •••� •-- ..- .__ __. - T0.O a12 501 1369 fl8T_ 1BfD A71 114D rsz 9T.D SW 101.1 a73 79 1D71 9{2 e5D 71,5 Bm W,0 aS9 O12 Bat S&B Sal SLt 72i 5fl1 6dS ,j iztn 72a5 Dfa. 7&0 721 BSS E05 d5.3 721 744 50 00.T 721 70.1 SDe 646' 72t .fisA '-�.`7a- 4-. ]21 SD.; 658 0 721 S 7BN 1oB2 727 t141 079 9L0 72! 97.0 H84 64.i :sB d0a' 64D HH9 651 Qi BP.1 61.11 511 73,t 634 St,i dSO D7.0 BB1 SD.4 '+3{ TSN YOI.D BB{ Sas.4 599 8{2 a01 it9A Sd7 722 Got 76.D 378 fiii �4 170.416257 Se.t i72 2?3 6f4 3R4 4D6 Z00 d14 Za9 •(03 d1.9 b1c 5T? 40 ST.O S14 b0,0 41D •GA fl14 4�a J31 365 St4 409 d27 DAP 6f4 17s 421 27,C dt< 17D W IA 65.4 6l4 879 A" SL4 319 b52 3B.i 384 30.t 45Z .¢B 3T6 Z/.f tSZ 3DS 313 27A 452 22.3 JHS SD.4 (52 24.2 3� ta.9 45X 22A 35S 9ah 5S2 452 Si7 4D4 Ail .152 47A OBB 3a] 4R tD.D D57 7i7 3p3 19.D a.ST 20.8 ?89 15D 35Y iDD �'S i1A D57 t0.2 26P tt.9 3sl SSD Zfl1 10D D1 3ai 357 S&8 3a St] 357 327 317 2T2 1ST 24: 912 ?3d 057 2£Z 9Dfl Zf•1 T25 StE tGfl Z7S tTA 318 1S•9 ZYD SD.T 3D1 2H.0 334 0aY •AB 2I.9 s1B 20.1 7A! S9S 376 2a8 786 17.E 31a 7BD ia4 540 335 10.E 27B 111 h 35,1 33fl SS.H 39P 78.Z a]E M2 15.{ �B 'la3 2{9 R9 ]i9 2(8 t1.B 2D@ 12a 2S0 8P 15D iL4 2Sa B7 ZLO 1R4 132 1201, 27.7 77ID PA2 7A3 27.1 ZP9 43,7 OSB 1II4 2S9 7a.6 21B flA S80 10.1 ANCHOit CAPAChYAb.IU TABLE $B AAeOorCe a Tal11a 11m ttmaraw (D>n,)X (ANCHOR Fucacdu Prwora Msial STIDSDdla 27X Caa7Aie 391cax: 1lC•SS pea dfDIIea Y4 S; F1c7 9109od .g12SItc1 Y12SIa3 `MULLION :,Aearliype Y16•AcouatrFm y1�N�a ifC Deo u&aw7 �-MG-13wt72MM if4-X%9uA=0n a7 uenem A1u¢gl� 5uc1r1G'S75siq (3y somp 16a) USETHIS FORMULA TO Anahor011p PAU*Mt _._._._ _ ,. 2LT sf� t• 2-OT t• p.LT T 3dlB' ? O54• asa• _.._. CAPACl7YMCIUIREO•IX .,.nr�r onaca my PPn • Ace_ZaoDmNa F[GURE 1• FIGUR=2 TABLE NOTES• FDA D�O g ii7$ ® ® iy SEE SHEET 1 FOR 1NSTRUGTIONS ON USING THETABLESAND SFZ-=2S FO.RINFORMAMON ON LOADING. DS' _ '� SEE S1�T5 2-4 FOR GENSRAL INSTALLAMON ME'SHOD3 +�S ltroi? i l f7 7 I 23LINEARINTERPOLATION BETWEEN MULLLE40TMAMIORoPpMGWtD7H5ISALLOWABLE- $.Y25 �'\ try ..• �•• uC ��i `� `�,O_ v C • c� i FIGURE �. Z)MULUON AND MULLION CLIPS SHOWN ARE NOTTO SCAL£FOR BXACTDIMENSIONS, SEE SHEETS 2143- y �•L•: LENS •.,�3k �/ HOLMT013EDRIII IN THE FI= FOLLOWING DIMENSIONAL RESiRICIIONS SHOWN ONSHEEi52123 '-'•: Np, 56706 = ® FIGURESSHCWSUGGbS7rM, PPRO)aWr:HOLELOCAMONS, "• ANGLE CLIP MUST BE USED IN PAIRS. 4y SllBSTAATES: CONCRk�E SHAiS. CONFORM SO ACl 301 SPEGIFICA7lONS_HOLLOW AN0 GROUT FR.LEO ¢ CONCR�ESLOCKU34IT(CMUySHALLCONFORMTOA5IMG90.W00D5HALLBEPRESSLIRETREATED � b' y'f%�'bj�L� FiGURE4-. ..FiGURE3.-.__-- -EIC+U-RED- - - - _. _ YE110W50UTHEE2KPiNEW1fHAN5GOF0.55.-ALUMR•fUM3F{ALLBE6@63.7SANDBEAMINIMUMOF_125' 1`X3.S26'XSMULLION :�O•'• ..... - - - - `® 6� - - - LFA5T.125'THICK-ANDA9s.At1ANCHOR51F1T0_METALS LCDCTENDA7LE`AST33CRt?ry7HREADs8EY0ND ' •-••' - THE MATERIAL-#10@,#12 ANCHORS INTO WOOD MAYBESTFEC,16-@SS.OR141D&S. A LYuNIM}L1fR,P-_ - -- -- FLF.F-#58705 x4x:`IM 1um.TuBu Mallon. mN. 17ao W5- tia.D 6f1n 'f7o,0, .6f0:_ 170A � 65N .1g5,d P47 17PA ' 72A .:706.4 D40 • 14t7 e 1,76irc it55 742 120.7 .,c 70 100A' 72i 1tiA Doln m8 •011 70 D51� 100. P9d' ; 27�D nr� fTJ. 'tab AnaborG8l+Patt-d Ifiirr4 (AN �' � emu.. •8 t".. 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Wa,. 7SY 0a11 sffi Dt2 762 752. �6D0 67A 7n 082 018 54.1 762 tDA eD2' .41}• 76Z 5&g 597 16.1 � 7ffi• .54A 64 Dra 7u T4A ao0 0DA 724 eat" 01• ;57A Rl 8LS 50i 445 72S F7� 673j Sat 724 el? .6gt ?�S'' T� l6s: 205 ' W7 .i7S :4Di LSr• 'E2Q Y36 41A .5t1 47.t {ia 9a.S: Ei1 42D 4st 'Slb all 903 S4e D9A 04S 9..2 Ma D1A.CS 21,a •sIS SZt :i00 21.7 sCt' DD7 s11. sz6 'Ma a47 {111 Aga Ma {72 i12 a9A •ST6 •70:6 4AM7LA 47e aFA A00Ma O20 105 21 i. 100, !m 25.6 760 l7S k(0 212 370 �� �. ,�5: �A ari aDA °9D 152 ,t7r 4$,0 Tf i' 1'rr SSA a21 r2o.1 1Tr ?� D17 102 D37 tfiA D1a tail D77 1T.1 jai .SST 11S• 31a 2Q5' 057. 2tA 911 9Z 7i ;tS�4 7 20A 'D9 229 aD5 taS Ssl 207 aat 16A D9 17.5 tot n=m -2wu We 21Jf ?Da. SI.T 27D 11l,1 100• tDx 2D7 f14D SDD i7}. a3' _ - ._.__ :nc�7ca' ai�''FSeowrma• 1rifak5urrscal 3fSS geeBDnaw VS'EkaD1U�M• NfiowO. oANCH(*CA? °. iAnatwts®2F5'1.1'4. varaw°°.u�•,.......,-,•.• - ,wn -••-MMA R50� IPA !i➢D Omnc am.mr tl7IDfDf 2SID Im Smm:r{ WA m 1 wwA tnow ACITYTA9}S 777 1@DSA Na 01W744125'ID: 14i�21[am1`t/�1.•AT]iH�R DPm7 SFR �p�D50,fIDs-20, 705Du 47afnr . WA MR19 WA A WA 1ffi�s •aatihc 1121 1TE FORTHEOFFSET CUP, USETHE9AME ANCHOR FA'REF3N•ANDANCHORVALUESASTHE SFANDAftD GUP. TAB�NOTES: D o a o 'FIGUE4:. FIGUREB: FIGUR_°:1FORINSTRUCUMSONUSNGiHETA13LESAND SHFET2SFORlNFORpAATIONriDLOADING.SEE F1GuREtfGUR62o m Sy�RGENEALWSiAIA1lONMEOAS. o• NABE 2)UNEAR'INTERPOATONHEWEENMULLLE4GTHSANDIOROPEtu1N;NDTH1A D 521-?3.HOLES a o- tip 3)MULLIONAND•MULLIONCUPSSHOWNARENOTTOSCALE.FORMaOT.DIMESSIONS'SEESH�7. TO OE DRUM) IN 7HE FIELD FOL69V�IPIELAI�GB;1?1CT:1�1-RE57RIG170NS SHOWN ON SHEETS.214& FIGURES SHOW SUGGESTEDXPROXIMATEHOLEI.QCA?IOITS..__ -- RGURES: FIGUAHT-- D a. o °' ' a mNCREtESLOOK UN[i (OPAUJ SKAI LCONFGE72rSTOt 9STM 690. W0 0 9HnU 9EYRESSURt:Tf=� YI oW' ° ' o' :o• D � { SOU7HERNPll`1EWITHANSGOF0.5SALUMINUMSHALLBEfi116&75'Jt1�DHEAMA'11MUM'.OF.12S'f}IICK.STcEL n �o S[I�DST68EA.,MINIMt1MGW➢E33AND.945•TFucK(taGAU.siHUc7URAt5TEEtTosE7i71tnsia2s?HICK ANDA36:•ALL'ATJCHOEz:S.R'1'f0'METALSFIALLEIEi'END ATLEQ973SCREVBTHFtF�1➢SBEYONDTHEMATERfAL:,910& 1MUCH .ANGLEMP"(FIGURES:S&b7MU51'EE't1.51�'INPAIPS• 2ANfXi0RS1N'fDW00DMAYBESTEEL,18.8SS.OR4ICSS. i Y No. SONS _•� �r i6 T �%� STAY£• ' ?`a A LYNN {wfi A P.E. FUS;E95570S I x4x.316 "I AIUM.'MD 4 nr Mullion !3 86 y� 5ssn nuu n„ v.,,, ... .. _._ ..__ Im-I,..... iT0.0 12f5 17aD tm9 75eA !]a0 SB62 1101 tJ20 1Tt0 sS9A 7082 1AA i020 iJ7.e 70EH ...... cT21n lT0.0 4083 T1DA fa8 12i2 71M p9A i7K 1122 ttIIi tas.7 979 B9.T 11ei Slit 9M ei.E Ste{ 1117Z 952 143 71e4 eT.6. 76b 170.9 ss22 1TDA 93T i4aA t104 ida.: 7D11 T47A StiS 7575 111,1 i2d8 H47 i0.t8 1f2i 155.6 93t JTiT i1N 105,E 81b a23 Hat 1124 II4A 7t lr. fa0.7 :sal 770.0 9GT 199.{ 5714 7Ta 84{ aZi 7Z4 BZe b44 T� 712 not 6{4 ea4 7Rt 9 a44 MA Ks 04 4i0 W 64.a Wk iD9,1 dot 11Ld 7d0 S9S drS 9Ce 736 T42 d9,E H1! 4H5 742 64.5 D22 T42 am 44.E T42 19A fist 17.1 T4 q.S assn E&i 742 a1s EW T4.2 74a 772 Est aJ.S 74. aT2 aH 557 sLe 5dE 172 {9e 3LJ Stf6 042 42t 2si 6ne 29d loam t16 585 81A 07a SZi 6d5 5JA 621 {4T 6E6 46b 513 101 dea 41r1 00e 401 320 E55 Sit 4T3 Zed d56 3S.a 46l 24.0 555 27.1 111'n dig 5f3 iie 6n1. <60 Sbd' Si5 495 47.2 dS9 t2i 467 340 55 J40 mi, 41; =0 476 YnII 407 22e 475 2:.6 1a4 19.a 4T3 21.1 12i1n {S.a 4T3 •tb.{ ;31 3bP 47b 19A Sae Std i7S 4tT Ss0 28.5 _ 1441n 2L4 1J0 1b7 095 SLD 17P 2a.1 a0f ibA 370 Sa3 29'f 14d 170 77A gas 191a•sKa I ySE' £co tatl0eon I 114'FIm ta4bcm 9/1s ¢P Ulfncat 7N' EkP ltic0eep 1 wr�e AncharCIfP PAbmx' FIGURE i. FIGURE2 FIGURE 31 FIGURQ4: FIGUREo FIG OREe e D n e o e e e D FIGURE a-- - "-FIGURE6. FIGURET. e F.D a D n D I 0 O ANGLE CLIP (FIGURSS. W) MUST SS USED IN PAM u 6 � aI C a" $ 1&a af4 Sp.D sae as eu 41.7 SM 31.2 742 12e 690 27.9 742 W.5 Sef 2Z7 sea Zia 472 19.5 des 24.7 4% ZP.e 5% 24A 441 1e.0 sm 224 442 155 F10 1w 3dl 14a 47S 772 Del ANDAROCUP. -^j tA62' �-•• "i A--%.= No HEES 1)SEE SHEETI FOR INSTRUCTIONS ON USING THE TABLES AND 5,'iEET25 FOR 84FORMA710N 1) SEESHEET By?A2! By Miam'DGdo1m00at ONLOOADING.SEE$HEEIS 2.4 FOR GENERAL)NSTALIATION METHODS_2)LINEARINTERPOIATIONESRWfmgMuLLLENGTHSANDIGROPENINGWIDTmISALLOWA5LE,,�G'-••�!Z . 11 MULLION CUPSSHOWN ARENOTTO SCALE FDRFXA4TD8✓iF.I•)S)ONS,SEEZZ OnONS .00" _ a000`:No, 58705SMOWNONSHEETS21-23.FIGURESSHOWSS{GGFS7ED,APPROXIMATEHOLHLDCATIONS. 4SHEfi7SZ.23.HOLESTOBEOR91EDl¢THnFIELDFOLLOWNGDUANSIONALREST _ s..CONORETESHALL CONFORMYO ACI3011 SPEOIFICATIONS. HOLLOW ANDO,CRb"TEBLOCKUNTr{CMU)SHALLCONFOP.MTOASTM09D•WOODSHALL9= LaLv PRESSURE.TREATFDYELLOWSOUTHMPINEWITHANSGOFO.55.ALUMINUMSHALL6E�UC�•'•nOC• 6063-76ANDBEAMINIMUMOF.125"THICK-STEELSTUDST088AMiNIMUMGRAUE53AND.045" .m. AUGE)_GTRUCTURALSTESL7OSEATLFAS7.125'TkOCKATlOA36.AL).ANCHORS T �n "••.•• �GC��� �'�� 5j ��• THICKI TX4'X�'rs' l 1•X4'XST6• INTO M6TA4SHALLMMKDATLFASTZSGREWTHREADS SEYONOTHEMATER>is'#10&$12 •T'-MULLtON MULLION A.L4S•IAUMILL' P. Al FL P.E.# SV05 ANCHORS INTO WOOD MAY9ESTEEL, 1&6S.S.OR4la SS. ABLE 1.261 % 3r(86'•X Too Mult 7b1b 10.2 b35 106.6 wo wn .w ..+. -- Sb 30.1 Nt ii2 615 11T t7! 366 615 i0A Ai' ?AD SSS S W to 65.9 St9 eA9 L67 54.9 515 5L5 !!8 lT.i i5S SSA 365 3D2 !63 87.0 961n S7] !A DSS 406 l5,1 !A Qa 367 S6A d33 lt.4 391 27a 359 2f2 308 n2 S56 F17 Doi c94 Sat 10a D00 toxin D6.1 33>f 34A S2S Sit ZSG 92k St6 272 863 26h SiS � t9.b 336 20A 295 17.6 Su tAi 266 tic In u.t 036 4.0 306 ?L3 33b 30.1 SDI 25.1 98 36.i 781 27A D06 2L2 293 15,i 290 1t4G 2l9 19D in Z7.9 990 23Z 272 97D 75.6 960 t99 7W 2D,6 250 tyh 7s0 12t2 Z53 146 k1 t&1 801 16.3 ws. sb,=m. I lr r U a-tmm= AnaharCIIP PD@emD -sis-mwm=m [ in-maumccm RmA©ommu' �w ANCHOR FIGUREI: FI6URE'1: TABLE NOTES: 1)SEESHEES.FORINS'TRUCTIg AND SHEET25FORtNFORMATION ONLOADING- E7-4FO1D ¢TGIINT MEfHODS. 2) LINEAR INTERPOlA7(ONBETWEEN MULL LENGTHS AMOR OPMN 9WIDTHS ISALLOWAHLE. FIGURES: �NIUWONANDMVWONCL(PSSHOWh}. F-;Nii i�.�'P`LEF°REXAt�DtMENSIONS,SEE ANGLE SHEETS2123.HOLESTO.HEDRIt.(.EO.iN'aM.FIELDFOCLOWWGDIM514SIONALRESTRiCTIONS ..' .. - CUPMUST SHOWN ON SHEETS21.2S.FIGURESSHOWSU6GESTED.APPROXitr1ATEH°LELOCATlON5. ® BE USED IMPAIRS. 4}SUBSTRATES: CONCRI?[E SHALL CONFORMTO ACI301 SPECIFICATIONS. HOLLOW AND GROUT �L1i30 OONCItETE BLOCK uN(7 (CMU) SHAU. CONFOIn+f T° ISTA' C''t•wOOD SHALL etR fl Fl FIGURE 4: FIGURESFIGURE B: BE PRESSUR5-'TREATFT.J YELlAW SOUTHERN PiHE WITH AH SG OF 0.55. ALUM4NM SHPLL 8E ® 8os3-T5 ANO B& ANINIMIJM OF •125' TH1CdC S7EELSiUDS70 BEA M411MUM GRAOE33 AND ® 015'TFllCK(iHGAUGE�.STRUCSURALSTEEt•TOHEATLEASTd?S'THIOKANDA..6° •A1•L ® ANCHORS 1NL'O ME7ALSHALL EXTEND ATLEAST3 SCREW THRrADS SEYOHDTHEMA7ERIAL #10 &ail ANCHORS INTO WOOD MAY HE STEM, iS'6 ss•aR410 SS RANCHORCAP - ',THE°ANCHOR PONDINGTO AN TENT FORTHE 1 MAY BE USED TO RUALIF: ;HOR OPTIOµS FROM71m DYTABLF ta- ; 0VA'����-.������� FLP.0958705 —'-- -----' -- — GURE MmAT'ON ON LOADING. SEE SHEETS 2-4 FOR sENERAL INSTALLA71CM METHODS ' mu�����o��onmu�n�xL^=�= "sumVD SHOWN ---EM BY SeMrTrl MULLION A. .91E GA _ 5 2Sx7.25 AOC'"y1dar LestNa z.fi24 >0u16on g ?� mUTmm) - - DpeAlnPdtll(kfveRitaP7FsParmtli4mutiors)orQPenlnA Hai9ltt ((ePhak°r�Vy�D°°°'� BBtn gon Santa 140;a y�y TON TIoP?danp. RULgpbt 7 gam R1d-*h: T6�� . nw-oola TaP7Am4. R.ctfn5ylu Thp'fa+oi• UM,+�r Y»pR'SenQ• A.e.mpdu Le+mla larJm➢ 1a.�4 Lo.daa .,�..r ta.eN4 �nd'nc le.l5g Lre'ro LocdM to.Goq � �— Tr.Prcdmtuaag EmminlEMIE imE3m I In m� mm�m®m®®Ei7m©m�1l ®EII�®Ei#@�Ei7 ii�7�fl®mpID3m�®F3�m��imEIamE�mE�©m�5l�®a®mG�r�■ririr�rrr� �m® .�o®mmmm©®®©mr�����rr���r��r■�r�rr«rr■�rrr� SIC E7eoUl�oo 87Cflw ,'16'flee 111a>:m I Sf1'EI[aUefamR y)6•ELwURncat Ulltamn AmborC6P Patt m= - I 7AELENOTEs: FIG H1: _ ...... .. ... ® ® 1)SEESHEE71 FOR 1NSTRUCnONs oN USING ]FisT19LE3AND SHEET 25 FORINFORDMTION ONLOADING. SEE SHEETS 2-4FOR GENERAL INSIALLA710MMEfHOD& 2) LWEAR IN-mRPOLA7toti BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE H: 3) MUWON RND?dULLlOy CLIPS SHOWN ARE NOTTOSOAtE.FOR EXACT D!M-NSIONS, sE-Z AN S);AULUDN MCLESTOBEDRUMINTHEFLLDFOLLOWINGDIMENSIONALRFCA ONlONS 0F CLIP MUST SHOWN ON SHEETS 25-23. FIGURES SHOW SUGGESTED' APPRDXIMATEHOLE LOCA710NS. ® ® ® REUSED fli 7 IN PAIRS' 4)SUBSTRATES. Lx7NCRETESHALL CONFORM ip AGI3U]SPE0IFICA.TIONS.NOLLOWAND GROUT FILl.;9 CONCRETE BLOCK UNIT (CMU! SHALL CONFORMTOAS7M C80. WOOD sHALl. FIGURE4: FGURES: FIGURE6: 50MESSURETREA7EDYLLOWSot11}tERNPDIEWITFiANSGOFoR.ALf1NIINUMSHALI•BE 6069-75PNbHEAM1NlMUM OF.100'THICx(•STF�-7•S7UDSTOBEAMINIMUMGRADE33AND M ®}V 114`I IANCHORS INTO #10 &�)2ANCHOR9INTO W000 MAY BE5TEEL.'18-9 SS.OR410 S-S• )X(��n"K 4��•w"'.) =ANctfORCAP.,,, \ MULLION CAP.I,,,.,... THIS FORMULA TO OMIN THE'ANOHOR ec,.rno�.rnnnesaONO1NGTOAH PRoDULTRIMSE R - ae DmTd'NSCado S/_..heSCi..S�2 (/ \IInuIPIr•� Nn, 5F'/os as- f �VT '••.r..o......' A LFNhM1LLR.P.E. FL P.E.m 66705 e SIC E7eoUl�oo 87Cflw ,'16'flee 111a>:m I Sf1'EI[aUefamR y)6•ELwURncat Ulltamn AmborC6P Patt m= - I 7AELENOTEs: FIG H1: _ ...... .. ... ® ® 1)SEESHEE71 FOR 1NSTRUCnONs oN USING ]FisT19LE3AND SHEET 25 FORINFORDMTION ONLOADING. SEE SHEETS 2-4FOR GENERAL INSIALLA710MMEfHOD& 2) LWEAR IN-mRPOLA7toti BETWEEN MULL LENGTHSANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE H: 3) MUWON RND?dULLlOy CLIPS SHOWN ARE NOTTOSOAtE.FOR EXACT D!M-NSIONS, sE-Z AN S);AULUDN MCLESTOBEDRUMINTHEFLLDFOLLOWINGDIMENSIONALRFCA ONlONS 0F CLIP MUST SHOWN ON SHEETS 25-23. FIGURES SHOW SUGGESTED' APPRDXIMATEHOLE LOCA710NS. ® ® ® REUSED fli 7 IN PAIRS' 4)SUBSTRATES. Lx7NCRETESHALL CONFORM ip AGI3U]SPE0IFICA.TIONS.NOLLOWAND GROUT FILl.;9 CONCRETE BLOCK UNIT (CMU! SHALL CONFORMTOAS7M C80. WOOD sHALl. FIGURE4: FGURES: FIGURE6: 50MESSURETREA7EDYLLOWSot11}tERNPDIEWITFiANSGOFoR.ALf1NIINUMSHALI•BE 6069-75PNbHEAM1NlMUM OF.100'THICx(•STF�-7•S7UDSTOBEAMINIMUMGRADE33AND M ®}V 114`I IANCHORS INTO #10 &�)2ANCHOR9INTO W000 MAY BE5TEEL.'18-9 SS.OR410 S-S• )X(��n"K 4��•w"'.) =ANctfORCAP.,,, \ MULLION CAP.I,,,.,... THIS FORMULA TO OMIN THE'ANOHOR ec,.rno�.rnnnesaONO1NGTOAH PRoDULTRIMSE R - ae DmTd'NSCado S/_..heSCi..S�2 (/ \IInuIPIr•� Nn, 5F'/os as- f �VT '••.r..o......' A LFNhM1LLR.P.E. FL P.E.m 66705 e A +BLE 11A HIoR1ori CepadhR7ahle (bsLL� opening yd�Qpfyg���..jpgludnpmt¢ttIre)or87ReNnf7Ha]Sth!(F¢TMdzaftallYspeOdng tartTm��� tmk Lsca 7al Boa sort 100% Wio .. . _ _ _ .. Gain.. 7b R}ct®w�r 7nyLimO• Aat>epde 17L-Wv¢. R}etangdu 7faynlsq•N Rsd[R!!u TmNT4}n¢. Retlm➢ulc TnPlCdeml, ReeHCINr' 7oPRR+^& RraenpW}f ''hePlTdinC. Fftiee0ula .!rrt'Cr?i7a+ ;,S�aa,Wotr., fLTC[o1. . Lw�¢ Lu¢[aiaIacdm¢' �Cer�in¢ Iedlo¢ Lea9¢0 Lmd„¢ la}diN,7 zx3.94 Lb"" [mdlnp LeeGo¢ LoaGa¢IQ taoESQ Ia}Lnp lmGlg 1a}31A4 1J •`8'" �u k"` 'S F C 5 � �.. g a; s` eV o S ai , S&s2 AA Rat �e 2� aTnn uea nao su 17aL QSS ]70.a aZt 17S.a 73aS Ro.D all talb 31.a[ r+v a.. ... -•- •-- --- TLT7¢ 7S7 730 TT.7 661 63.T 7}¢ ISM dia G4.T 73a Mt. i9d 6}1 421 �110 SL7 4T1 SLO 4 0 493 4A 3¢S R:D 7 2t4 7a5 tB] 4�33 xta S01 17,1 >7�..n2 m6 2SL a1,i 17�T 6:! il.l [S[ 21,E W9 IRLT W C?A wig EaUrfa � i14'FkOUlR[Se IUTaJsmP# 3HSi7WULTsm AneharCVp Patlarne yly�nW-Rcwu-......,.�. ANCL7DRCAP— DPo X MULLION CAP.,,,,,,,,,, USETHIS FORMULA TO OBTAIN THVANOHOR CAPAcr y Rizam D CORRESPONDING TORN we pp�i1S'I4k}aCIBUfA�+�t�iTC<'i r1147S �� w... .-• uwm w-.-. -- dA>rmag3'NacaA14bf(FlAai 7Laffi a)OD lidT M1 7560Rc 1a�iD} saaam 6®17a HfA aumi Aaemc@o.s4'Mtn.o.alu�.talo.loo•s1ao.47A NfA Wh NM WA N!A NfA trA HRw WA H!A WA Wti HIA rya Tz6T10; CAPACITYWHICHMAY BEU5 O ADDITIONAL SAfaf}XIFWD Dly6y TW1as trim= 215R: 445sa d22ar i15pn 7a»x FUA STOICS T¢fla5 3720E '0�� 3�i7 m} 4a2aa 6601W ANCHOR CAP�ACTTYTAB[,1;CHOR `ONS FROM T'RODT7GTTffiVLSBD" tva ucotnPt9T+uwid:l5a.lOa}a 271%h'a 8i1Rp.Mlo.o.C1F4nL IR16t ZW417. A¢ee7x=130 i%.D238,C`3 CNpi Thlo�I GU E1: FIGURE2 TABLE NOTES: _ 1) SEE SHE);T1FOR immiC110N50NummGTHE TABLES AND SHEET 25FOR DIFORMATION ByDadorroducC O ON LOADING, SEESREEI§ 2.4FOR GENERAL INWALlA11ON METHODS. ! T 0 t 11 1 f f \ %4A LYi iN 2)E.IIdEARIN7ERP0LAnCOhBETWEENMUILLENGTHSANDIOROPENNGW=HsISALLOWABLE - T+p+ ........ 3.:4' cPs'•:�p FIGURES- ANGLE 3)MULLIONANOMUI_UONCLIPSSHOWNARENOTTOSCAL.E•FOREXACTAIMENSIONS,SEE �,-' SHEETS21.23HOLESToBEPWDINHflEFOLLC%NGDIMENSIONALRESTRIC770N5 `;• No,54705 CLIPMUST SHOWN ON SHEETS 2123. FIGURES SNOW SUGGESTE0,APPROXIMATE HOLE LOCA'11ONS , ® REUSED f IMPAIRS, 4)SUBSTRATES: CONCRETE SHALLCONFORMTOAci3DiSPECIRCATIONS.H01i0WAND .WODDSHALL J GRourFILLBDCONCRETEBLOCKUNIT(CMU)SHALLCONFORMTOAMUCA 624 ^gip'•, VAT'- yV- FIGURE4; FIGURE$ FIGURES: BEPRESSURE-7RFATmYELLOWSOUTHMNPINEWJTHANSGOF0,55.A1UMINUMSFW�-9E gOS&TSAIM BEAMINIMUM OF.IDVTHICK•STEEL87UDST013EAMINIMUMGRADE33ANU _�, ;' I�(� 045'THLOKl1aGAUGE).STRUMRALSTEe- 6EATLPAST-125`TfrII0KANDASB.ALL ANGfiORS INTO METAL SHALL.MaEN0 A7 LEAST 3 SCREWTHREADSBEYOND TIM MATERIAL- ],s5'%3.8G`X•g7A' A. �YNNMILZ.� P.E. Ii°�II ciD d#12ANOHORS INTO WOOD MAYBE STEELla-a SS•OR00 SS, N FL P.6#38705 - - ' - -- --'- --- -------.._ _.. -.- -_ -- ._'.,. r..icasa'J_).1•'x1tG9;1.. oy )lam. Tub RLUID9r1th-113-11 ou I mill i 161.2 Fili 11,1211, L 1111 1 14 ', 1.3 . let 11,11 x� c tsa �� ,..w • , f{Da f728 N ... _._ .._ 0 72N 174.E toes tt9,D STb 170E tD73 179E t9lD 170R 49 S1574,9 '; 7LIn R4,4 tf:< 119A 4ET R� T� Trap 19eD 176D tETa 179s f246 17.D l7P4 S79A 4D72 iB64 19BD t7A4 141 t4EA, t640 i7R4 ttas ix16 14E4 147.E t6lE i9a1 SxD tLi.9 fa3E D1.B 146E ,��, 7eN R9.9 1t5t R0.9 9bT Yf0.D 4461 17A9 11te 570.0 1Bit R44 7730 i74.0 16R flDA 13ra1 fE2.7 7601 170.0 1{74 TS7t 1L8t 187.1 fE09 it41 1Ee1 ICI -a 14rJ 9a2 tE% t448 !49 Ea.4 1861 1378 lisf 967E fl7.l tffi t6i3 1as6 SYZB 1118E t93 (078 197:9 t'171A ft�12 1Da1 •97.E 177a �S8 7i9L{ BtA !!� 1E4,5 iDal 147 ldJl tDL4 1cs iy.4 fa8 11R SOAS fill i279 L5.9 477 461 tIID 6yi Ld7 totb 1LaB L7f 10sa L77 964 871 aao 69t 74R 9Ti T72 4SD Era L7f LLA o1Y s13 9n Stn La Et.a a71 %L <9A Stt {LR 7B6 a7A 871 41.9 Ira 3k{ 9Tt {0.e 771 13eN .L 7W 6 Cta T.L 8<b E7lY, 333 768 ass E45 <7S 7E6 S4A sw {19 7BD 44A ER 37J 76e 40.6 aEE aA 71L6 si.4 Lsa 9.9 7La 1.D L41 �Se 7ea 4EA e]i t4{N 43.7 Bib 41R 6A .78.< iSe 370 4D8 %s{% aTa �' u1 Ede ?b? <7a :lA 44a a4 <T4 SLR 6+E 185 <74 !SS Ei8 T11 ANC IDR CAPACLTYAll E126 Iba- r ANCHORC*.-Anah°rGPacllllT rom� hocuu Pd= LION CAP.rp.ww" sxc -z7a as �s,�3a-mcarj, - yr ss a 9iryExv4�sce WISIa1 912 sr1 srru USrTHS FOAMUTATO OBTAMTH2"A4CHOR CORRESPONDING TOAN AnG1ia _ 1M6't3iaU82eci- --YotkDUllat4n unramA CAPAC171-RhQuIREW ACTUALPRESSUREREQUIR_MENTFORTF- AhcharCUPPAtiama E44GIri:taea4aI t' ZtR• 3t18• r 7AMl !-v<• tars tWA ,,�' toM _ - OPEJ•IING, WHEN IT 0 LOWER THAN THE MULl]ON imx�ml 4i far{• tyr tsr<• tsr r t.vr t-trl• TIDac ffi 7t01LE LTd Na b6lIDL ibex ®7.� !Lai l3APACRY (FROMTHETABLI-10FTHESELECTED atOL.Cr 4P lFN.2EZ.i ."9)faS 397 d`Afes K+o4s 16Hffi 9aeR la'a Btm4A� W 11197� MUW N. ITWILL`lIELDAMNIMUMANCHOR Mwa fB<7swa OA,ISSarA�N 1@x>n° i+s�ffi twD>m r.APACtTWHICHMAYB':USEDTOQUALIFY 0 3aaZ=,Mt2rwa.0.crFai �CDyCLEVVAt11PSARE USED INTHE T�C4MPL60NSHEET24. BY � oer 10fEFOR7HEOFFSEfCUP,USETHESAMEANCHORPATTeRNANDANCHORVFJUESASTHES7ANDARDCLIP. FIGUREi: FIGURt2; FIGURES: FiGURE4: e o I ° e m TASLENOTFS 1)SEE SKEET FOR RISTRUc710NS ON USR4G7HETAHI.ES AND SHEET 25 F'ORiNFORMATIDN ON [.OAUNG.SEES1irsTS2.4 FOR GENERAL NSTAUATIONMETHODS. 2AD6' MLen D9daPlaC 7Lf tt11t 11 IN16, 1 `� tit tc£NS�''•.,+P \ `�• ,...-•_,• � '. 9 FIGURES: FIGURE S• 2yLINEARINi'S{PDIATIONBETWEENMULI.LENGTHSANDIOHOPENINGWIDTHSISALLOWABLE 21-23.HOLESTOSEDRILLEDN 4.Oa9^ ��' No.C�7L'•'a .260" : fJ 3)hSULtJONANDNULUONCLIPSSHOWNARENOTTOSCALEFORPWGTOIMENSICNS,SEESHTE THE FIELD POLLOWINGDIMENSIONAL RESTRICTIONS SHOWNONS;dEE1'S25-T3flGURESSHOWS000EsTED.APPROXIMA.TEHOLE m LOCATIONS. 4 $STR^T=�NCR>'rESHALLMSPECIFICATIONS. HOLLOW ANDGR0U7•FRLEDCONCRESeoKUNIT CONFORMTOACi3 SOUTHERNPINEWLiHANSGDraF9,55. . oN !��/ijSJyION;A�tG ` FIGUREh FlGUREB: �Q ° a nlpl FIGURE9: FIGUREIO: o ANGLE CLIP °o M�B� � IN PAIRS ' (CMNSHALiCDNFORMTOASTMC-90-WOODSHALLfiEPRESSURETR�Tf?OYF1S-OW ACUMINUMSHALLBE6063-TSAND6EAMfNIMUM OF-125'THICK.sTEELSNDSTOBEAMNSMUMGRADES+ADID•045YTH1CK(t8 GAUGk7.5LRUC7I1RAL5lEELTOBBATL.EAST.I2S'THICKAN0113B.AU^ANCHORSRSCOMETALSHALLf7RENDAT�3SCREW THREADS BP`.'OND THE MA'f eRIAL RSO 8:'A•12 /+HCHOR3IhlTO WOOD MAYBESTEEL 18.8 SS. OR 410 S.S. Z,Xp,X�M �P„�gg705 ABLE 12A AB in Patch Rat %qb TM#Tdra9. Rmdli TrEP't 2xex.25 Imdw taaao0 [mdce Im A9naTtibe MuIQDn 0 -r U9_ RI km 49 z MuRloncsaaaliy7ehSe(thmHFZ) • -- . _ - oponlIWVrji h(fm arlic4*-siwdracLftns)or0Pa111ngHaTalstfarhm[mrrslifspemlfgmd9arct) 79111 B98 97n P{ODN l20N I r. Rad.i Trapt11ms0. Rxlm rder Topmu p. Rec lli itapr =c. Racta+miiai TmAfltaa¢. RBCleawl¢ Tmpr91on2 � t.eadDO laia7¢ Lesaae laaaeD Inadrg ,Ieedrp taedae lama¢ Latdffa tandae 0 3� e a� k �� Sri &�� 9�3• 3�� € 2 age �' 's`a ��• a.Y � �a �s ��. �� �� �� s '� x� �n uay 72N 4OA S03i tiD.O 87D 17D,9 7275 1)49 IWB 17vA ]Jsd 1TDA S12S 40.0 TTBD 17av 122d IT�O Sai3 7f0,0 1715 4aA 2TIs 4vA iSa7 770A 2AB v gg j7 aa 15i2 0A YJ7 4a0 taJs 17a0 i0M 17a9 1Ad 1Ta0 i2tA 570A 1701 S7D,0 tam 170A 20 17aO 761e tlt421 17ft9 22J1 570.6 45 40,9 2874 ]74v SIQA i74v 71iO 1740 two 17a0 ]500 179.9 STCS a 8 nT'2 7D to fl0.a itst 40A Bel tt6A SDb1 1740 11A 5749 iSit I71.O 125D 1TP,9 J8i2 1'fiA f7AB 449 2002 tTDA flt7< 170A 2302 449 15B1 4nn 27B3 Tl0.9 4a0 l7PA 3723 17a.9 1777 170A 7AA1 1TBA i7ee F- -j Q 01 W Li 170.0 SSID 170A t]{i t74P 75A1 ]7DA 127a S70A iDSD 17a0 ties 1TBA 2f2S ttO.A tIW 179A 2381 f74D tte7 S7a9 26SB t7a0 1016 1T0,0 3leA Y70.0 2125 1P40 3f13 t7PA 243 lass 3513 i70.0 DAt Q � 2 ` r to �v a Wln S7a0 1J17 Smv 17Sa ]70A 5700 iTO,a Ida{ tt40 19R f760 ie72 l70A 2287 1TD.D S7Bl 4a7 2880 17a0 1BSL ST40 2s21 40A 2085 iwA 3fBA i7ae 7JSA S3L7 3188 1DPS 2J70 120.0 7lep 7567 7A2e 1- 10AN 170A 15at STD,9 ilOD lT0.0 lB73 570,0 1¢i7 4v,9 Y(Jf i70A 1s7D 40.0 2350 17DA 207A 1s1A 278f 170A 72Yf i/L1 7fa1 Sale 2173 1YdA 2T61 SJOA $it 1O8.Y 27A1 12a9 2711 H27 27af S18A 2(fM Lu U5 11S1n T7vA is]A 1760 Nsi i7aA 1Dsa S70A 17Do 17a0 2?A7 ]70.O iBEt 47m 26Lf t70.0 2f19 ISLQ 2732 l�L9 27,;5 1sPb 2(32 1<L( alb 1A.6 2Db2 12A,i 2700 8f•B 2C71 1fi1 2t7a 85J, 287E f063 2nB6 co tad 1xON 40.0 f77f 17aA Sias S7DA xt25 170.D ieSA ]Sii iSA.A 1¢01 178A ?25x Sdf.F SBaA i241 use 7272 1908 lttat ?7St 11B.1 1915 BDd 225x Bsa IA71 Tl2 12A2 a0.9 18fB a7t 2732 41A taPA Q- - 1Jifa 12P,1 i3aS 77dd UJs SOLI iSBi 1cai ti75 SB.t 1`AS B73 Y107 762 1sOi aa7 17Bv e95 tsai 723 tiff az.a tsai Biz f75a 521 ]5sf aL0 t700 J1.7 tsa( J9,2 13e8 jai tsal 44.4 ti9a. Q�Ar= s0 0 _ _ -'- -- - --' - - --- - - - _ - _ _ .•-•a -� .. _ ANCHOR CAPACiTYADJUSTMENT FORMULA: - c� TA$LE138 _. _ - AnehorCa Eef TaDID a ANCHORCA?., _ -- ---- - - ---- smrnla 2A1crc+crda 73%arc. -_ 7lo0an t2dU -• FlOdcBf --FT vdcas atmot iDl...)Xt ANCHORCAP.,® slcaca vrss� snrFrn vrssEte stesuef efzsv:t IMxstmt MULLWNCAP., _Ava5°71yp°:-77ta-FIe0179.�con 1R'F]aaUmoaas 3Wman 71tCFSeaIBExav 1A'S3eet80aem ABrraWlet tpJaeM ABOa+Wb[ Saos(Ge) bamSl3•SI 9efatlG57 135E7FDSFORMULA7DCfTN TO AdahpcCllp t.9ricmv- Eyl,q.t„�D,p, ]• zur r 2arr sus- r s-ta• r z1a x sva• z ola• . as4• area• CAPACITYREOt71RED"CORRESPONDINGTD Embedmml thX Wr4 1.771• 1 J- SaIJ' z• 41N I-0!J' i_7fi• S-77J• ]-ur t-Y4 r 13fB' lace• mne:. 01-01. ,WHEN ITISLO IREArWTh-7}1E zaxf,00e�7s•c+An.ac7sw,er_uo7+ccenvo-�a,taax ovDrc 7aoma Jew slams tBitma 2791m 2e¢tes asfmo 7JDms nr�m+ a7ifes ..eielm sftms u21ir sDofw OPENRIG,WH6�TiTISLOWER7HANTtiEhNLLION l Aaetam 9l•sa'fAa o.Gtslmiaem lorotSa;ILre lSS0.9x 7e0 ms 700� DOOtr.' -ttaolm aa21m saOma Aeolm 7DA ms flmlaa -Ile - Ra- m2ma aBs lea 71201m MULUON.ITWI(FROM THE TABLE) MlNIIJOFTHE MANMiECTEO 6MWwn®S.74 MYt O.Gl"'lbva(aroatrUCla p'Je.JY i im 1J901m ]orOrm 2soslm wA tPA etD1m wA toes lm WA wA... wA 77esw. tifnlW 11201lo - MU ACiTY WtLLYIEIDAMINa3UMANCtiOR JAnalan9t inl O.C.fW26AN OlpsItFYL eI: M. 7aa ma ea9m 15EDiDa 76W tm ei9fes seams W 7aoma 7Jama A. 1enm7 692 ma asstm tt2Dlei CAPACITY WHICH MAYBE USED TO QUALIFY sracicvs 7• n.¢rrA uaAnpleNDa.1-3x i660 rm 1+^IO III v,sa ma 317AIW YIB21ht 1080fa 71201La WA 1i20Iht iJtd pa 17601m a70S )ti7 1763 mi :17m me 27A9 rea ADDRIONALANCHOP-OP11ONS FROMTHE I2A1%ANrafdf Sa-1,, C=rmwfimbOOM In -or• 15N Im 2sw III tJie ®a 37W IM wA 771A SslOB<s WA 30e wA H/0. WA 20Q9tm i7As{ItE 3xAM ANCHORCAtACITYTABTF. pR'e.OUC7RLVISBD JAmhanr�Lll•L1at.0.GlWS0.6=h.11SADim•(FAb B% WA WA Wh wA wA WA WA WA WA WA WA wA WA 747B 1m a ce°laply[aSw?97 tha Dhci3c eAraema®aaYldOL oa/tigy.7ab .]2T.ttam.cFb�9 WA WA WM1 Wx WA WA WA WA WA wA WA WA liDl NA 2e6 Utt r"-2•��`I atR6-�y+Z18.G'3 2Aaeeara g4.df•Nit n-C/FCaPrR7.10I: 7DD1ea Teems Jiv ms 89DID5 tafafm 2/0Im Zee lDa aif mz 7JOli- E7i1 lnsldi 42mi 9i]Ca N2mf SeD1EG rLI JAnetmm@f.Tr lah.ocJf-•�>'(F77•t1l• SaBIM 700mc SOS mt 72B67m WA WA RO WA satma WA WA WA 692mi aes Pa 717A ID, 250' imC. Dale NOTEFORTHEOFFSETCLTP,lJSE7RESANtcANCHORPATTERNANOANCHORVALUESA51HE57ANDARDC1.lP 7ABLNOTEE. By ?Laa7d FIGURES; flGl1RE1 FIGURES: flGURE 4: FIGURES: oGlRfE70_ FoGURE11: i)SfESyfEErl FORINSTRUCTIONS ON USING THE TABLESAND SHF�T25 FORINFORMAT70N ON tt{S Sr l77)r ' o e ° ° ° +• LOADING. SEE SHEM24 FOR GENERALINSTAUATION METHODS. `\\ `tv L NN Ail, ter/ sc 2) LINEARINTERPOLATSONBEWEEN MULL LENGTHS AND/OR OPEMNG WIDTHS IS Al1OWABLE fi.000' �,T?' {• e • P.: 3yMULiLONANDMULLIONCLIPSSHoWNAR>:NOT70SCAlHFORDrACTDIidENSIONS,SEESHEEIS° ° 21-23.F7GUPEs fLGtfREPf AefGL SHEETS21-23.FIGURE..SSHOWSUGGESTED.APPROXiMATEHOLELOCAIWNS. _ fC=i o;.0 P . b wI` a m a e m o e CUP 4) SUBSTRATES: CONCRECESHALL CONFORM 70 ACI 30S SPECIFICATIONS. HOLLOW AND GROUT'-flLLED ��� ; . • " •A�TEOF }. (FIGURES CONCRETEeIIICK UNh'(CMU)SHASI. CANFORMTfl AS7M G90.W00D SHAH $EPRESSURE-TREATED ,t• •.. �;jO�h.'• �•,\ 5-7) YELLOW 80UTISERN PINEW[TH AN SG OF RSi A-iJMiNUM SHALL BE S0f�3•TS.QNO SEAMINIMUM OF.123" C •=--•- D MUSTBE THICK.S7ER.SiUOSTOBEAMINIMUMGfiA0E33AND.O4S'THICK(1RGAUGgSTRUCfURALSTEELTO ij'i$ �oi� I S , • ° o a a e e a ?AIRS BE AT LEAST'-t?5'THICKANDA36.A1l.ANC}fOL2SIN7'O METAL SHALLDCT'cND ATLEASi3SCRE4V yX5 xJ0 A,L`jDll`!'(vIILL�R"P.I- THREAOSBEYOND7HEMA7E'.LIAL#10&#12AHCHORSINTOWOODMAY$ESTEfT.,18.35.S.OR4105.5 MULLION FL Fi SS705 26" x 241' :125"A1111 Tube golf V - I -{ -1,X Fleo UAi�m AnsharC3pPAtlnm°- - r Eexo-nmrc^u '.+�_ 1?'!!?� ( .;•.—I ws-v;:ou=m ) Ifl•EIoua= -ANCHORCAP.- USETHIS FORMULkTO OBTAIN 7HE ANCHOF CAPACITYFMQUrFE CORRESPONDWGTO, ACTUAL PRESSURE REQUIREMENIFOR-THE OPENINGWHMJ-MSL0WffR-THANTHS MUL CAPACI7Y(FRCM THETABLa)OF THE SPLEC MULLION. TT WIU_YIELD AMIN@dUMA WHOR CAPACITYWHICH MAY BE USEDTO QUALIFY TA91-E NOTES! 1) SEE SHEV1FOR INSTRUCTIONS ONUSING THETABLESAND SHE'ET25FORINFORMATIONONLOADINM t-1266•---� SEE SM--TS 2-4 FOR OFNERAL 7NSTAUATION MEf H ODS. 2)LINEARINTERPOLATIONBETW7E3NMUU:LENGTHSANDICROPERNGWU-"ISAU.OWASLF— , FIGWMl' g) MUWON AND MUWON CLIPS SHOWN ARE NOTTO SCALE, FOR EYACT DIMENSIONS, SM SHEETS21 73. SEDRILLED INTIi FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHOWN ON SHF..EiS 21-23. il- = �=Q ROLESTO FIGURESSHOW SUGGESTEDAPPROXUkMHOLELOCATIONSL ANGLE CLIP MUSTBE USED IN PAIRS. 4) SUBST)RATES: CONCRETE SHALL CONFORMTO AC) SOI SPECIFlCATIONS. }iOLLOW AND GROUT-FILL30 OLDCK UNIT (CMU) SHALL CONFORM TOASTM 080. WOOD SHALL BE PRESSURZ-nWATED CONCRETE l YkILOWSOUTHERN PINEW":ANseOF0.55.ALUMINUMSHALLBEW53-TSANOBEAIMNIMU24 OF.125- GRADE: 33AND _04r-MCK(1SGAUGE).STRUCTURALSTEELTOBEAT 12B`X211•X.1244MUU.ION THICK.STEELSTUDSTOBEAMIMMUM LEW5T.125'7HICKANDA35.ALLANCHORSINTOMETALMW.LEXIFNDATLEAST3SCREWiHRFADSBEYOND (INTEGRAL" MULLION) • THEMATERV+L*10&ift2ANCHORSINTO WOOD MAYBE STEEL, I"S-S-ORA10sS - "spimNuo Dol ��) B y s�aalKoma . \ltll if It �'i: �10.55795t A Lyu&if&� P.E. FL F•E,n 63705 .9LE 15A 9Lu..1I,tOn CaWtD1IYTabl4 Qb3M Opbnla8WMthQD, -,- EWJ spllmemUmlts)aTOpanIllgH41phtBbr)nrimya9yePafxilgmftllsru) t60 S/bIn L1 50N WM TOk BalallSAbr 7my'MenP• tMfmvate< TmTnllB+Y• RecfrAyW TaFTdaoY. YOSc 9DIa loot, 170N ITectanod�r TI¢pRtfaagReclt. aac TtapRdmY• RaelenPdea Tmifnfen4• fla{enPdN TmFfla,ta . Raafmpdar TM dca9• Rala0.1at 7NpR laednC I,eada4 IanaDA loadr0 LeadnD L9adfa¢ L9o� In9dnP leadnY ixdlm laCdnY Fcm 31b° 36 LooHn6 laadn¢ lmHaa InnalaD La�dnD tdadra y, a 2 .$ b a e G : ,. •a �.. � �.. D 2> S S _ � & y a j•^•^ DEia.AL DAY MULL g a $$ f5 aIt S a_ a` a s a a Og 3 �� Tg 'b -e •fig �y g_ �� Y� '-�`� �C - __ ___ y� t� ._• .,._ ....� <.e r�en ttf9 no.a a2f t70A t2F0 00.0 6Z7 17aD 1ae8 T7a0 a71' 174a 17Sa t7a9 fiii 1Sit S7SD t7D,9 Si7.i aaT t2&0 TSa IDas ilsa SSa3 734 a4v EW 400A 7a Ta.z aw uc.� .�<. ,-.� --. -•-. .__ _.__ 69,f a7t ttk T96 fRi et9 77.i 77G 61A 61T c 721n f10,6' aw 14s 76i fli6 761 931 63 T<,a 70a 87.9 652 65,5 789 76,0 fii3 34.9 76D 77J b75 iPA 700 6a8 S791n ti97 790 12H.1 tA0 B9,Q 1761 1DSS ¢78 6Yf BL6 76a 7DA 612 tGd 7� 867 � 442 T3¢ a9.t 69i 3;6 750 9d2 686 SS,S lso fi5,6 41vA 7w ftHS �7 ¢LS 760 94i 6H -A 751 4L9 GV. m13 750 7Lf 4f.S San aLt aa3 .(0.4_. 4a2 ]44 1.D7 362 xt2 76.9 EST 33.3 •i45 225 541 aLB at2 .'�... 7aln aHi 7.GA ]¢0 607 Sm III9 i4l 57S 66b 649 A53 Q.t -587 .Fa9 .176 aaT 6E] 'e93� _ sS2�709'-'Z3.ti , �i9S 28.1 {OD 2fA d95 2&6 36G 18.8 49S 15A ]sP 401n YLf -Pf.1 .ta" S9'.J �9s ata .{3T 47.1 {45 iLe iT7 377 .t9! �9S f2l gD a63 Stf. �tS-_ 7�.7 ]9f 77a 17e1 a0t 19S a2f tS9 191 ttn 3S6 90N 69.i �96 aie 29.6 Sot 313 512 26i SB( 9.6 ]Ti 7]2 :Ot 7:s 0]3 ?rt.9 72.8 to1N •Ftl ]Ot t25 ]51 3{A 39f a39 ]TO 748 795 2F.¢ STD ?ba ]T6 21.i ]T4 22A 31¢ T02 STa 9A4 Sa fan a+a taJ 793 111h X I 37a ae1 ST9 310 wo 31A 300 °.AS ZIS 2f.7 SR 1,¢ 290 19A s17 file Tl6 f49 3T7 17.4 773 12DIa SP.1 ]t7 393 769 Zsa St7 72e 1SSin i7a ?20 VA 203 .. .. ANCHOROAPACITYADJUSW5NTFORMULA: _ _. ... _ CHORP. `�{WCNORCAP.,m TABLE1513 ��- AndEvl'L•aaet Tobla bs FOW GtU F7word Notef ((ANLIL10N �w)X `MULLION CAP. 1 - 81I0aQa1K 17k coaueln S}k17onC arteEroa ItaII9H [atv U� BS [Zw 3116.730° 11069 f7a4 bt¢SIceE 4126tad Rua[ad Sl{Ekounman fiel4wT64)Smawm 9ge11(05V I)SETHI3FORMUTATOOBTAINiHE'ANCIOR a•ta•aa. U"a PA:]af:7ic w1irEL•Ogho9n tli'El:.wm= UlYmao A9 � tfinev¢ AypaOotar lost' 0]7t• cAPAOTNRVOUIRED`DORRESPONDINGTOAN AzehoYCODt%tFDf[la if9ngaaroeatlak r atR• .v 2.1T 7-tts t Zts ._ ....- r t.fu' tan-_ _ t• t iw• 2-17r r 1.714• tus sus' Wc• ---. �� r _..__ 9+t8• 1.3nr ; t•]ts ...,y ..•. tads .. ACTUAL PRESSURE REQUIREMENT FORTHE opsNING, WHEN ITIS LOWEiRTHANTHE MULUOD FIGURE to TABLEN0T2S 1) SEE SHEET I FOR INSCRUCT(ONS ON USING THE TABLES AND SHE-T25 FOR WFORMA'nON ON LOADING. SEE SHEETS 2•4 FOR GENERAL INSTALLATION METHODS, 2} LINEARINTEipOLATION EETWEEK MULL LENGTHS ANWOROPENING WI)MS ALLOWABLE FIGURE2 '''j .125e 3)MULLIONANOMULUONCLTPSSHOWNARENOTTOSG4LE.FOREfA01.OlIdEIJSIONS,SE'cSHEETS2- 80 FOLLOWING DiMEENSIONALRESTRICTIONS SHOWN ON SHEfrT'S21-93, �j HOLEB TO BEDRILLSD iN VE FIELD F{GURI:SSHOWSUGGESrD,APPROMMATEHOLELOCATIONS. T3 25V 4)SUBSTRATES CONCREfESHA1ICONFOR. TO A0I391 SPEC OATIONB.HDLLOW AiJD GROUT FILLED UNIT (CHIT) SHALL. CONFORM TO ASTM C90. WOOD SHALL BEPRESSURE-•IRcAT'c0: FIGURE3a GONCRETEBLOCK YELLOW SOUTHERN PENIS WIIHAN SGOF 0,55.ALUMTNUM SHALL BE 60Gi CSPND T3EA MINIMUM OF-17S' aD EAy 7HIOKST'E1:S-STUDSTOBEAMINUJUMGRAP?:9's%1ND•OQYTriICK(SBGAIIGE)-9TRUCtURALS'CFELTOHEA7 MULLION 0 ° LEAST.I2STHICKANDA36.ALtANCHORGINTOMEfALSHALLFXPcNDATTilS78SCFiEWTHRIlADSt3EYOHD 'S}{EMpTERTALtO&'12ANOHORSINTOW000MAYSESTEEL,iB•t1S.S.OR410S5, ANGLE CLIP (FIGURESI-3) MUST BE USED PT PAIRS. 46LE 146A F1UIQan Ca a TRbia ��A� opertnsV'dd:h(tortetOcaiy-spRmin9zst5�ons)oYOpanfnQHat➢ht(lortnmm�taiyapl)lsisgrtll�I '�. o 7aN win Bola iMtn t2B In itON ieam F 56C �N F'` co r RB9faiNlar Trat+IdAiQ. Reelan9>Aaf TfapiRibnQ. Realvl99hr TmplTdmO• 1>DgaB➢4su •3elsuaa& btacsvgakc TioFUMafA1. RaeWl9utaS •hcpitdrna Ronfa�tu 0-, tm u �L &9 RoLatwnn hl rmL ddag 0 4 Q Lwdn6 Loat¢m laa9n0 ln9dnp IaadaC LaednQ lnsdlnp Inadtm InaMQ L9adn➢ LuamQ 3.261,46 Inadna LaadnD 2' i _ e i L BAY& MULL g? ,,3R�••aa ue �� 9 ��),br•E�p $� 1fE �� �x� Y�_� g�, �g •�. ' $ �� •sa � •��• � •>:a �� �$ ��• x s� 9� ,�jg� xs �_ �o L� ym {� 3,^oo' a: - nnn caf 17a.a 17Z9 47L0 525 tea3l i871 SToA 62t J SDtO ti<.4 BSD 1SSF 1a1D i2'!2 &2 161D 1D7a i14.2 C2E ED.ollarolioul 817 I.Mallololam I 07197.S11DIRIJ a 72N t8ts toltl tE&8_ >Sf7 13[7 7a3- aoB. BS2 As. ;Ear BLS- .827- -72a- E -:1 . TI8 Sa.1 Ha8 71.2 7iD {79 1N8 7as 7w Q .� 7aN 1aT_4 11a0 tAS9 7D2 11{S K9 iZLtl _775_ : 75•4 5Sa. Rd 301 45A eat 015 f775 49-7 ts61 ia.7 IR2 4 Q Ya U: 7Z7.1 sat 737-5 75t 105A eat SSZa 7a4 90A 6ai sa,a 725 78A EB1 aas 7A 7aA sat W.0 7a7" Wb- W -091. Si.3 57029S tiia Sti2 61f 25.0 646 W.5 Sol sitMw EEA 89.1 ata CLD 554 SLT B;d Sa.1 bt5 4a.0 6fa SDA W.4 wla a2.7 ate ES.t s77 aAR 89a 7Z1 swuM 33,t510 9 jvWo05540 72T Sag 9.f •R9 20.t 301 15D it9 tAE S56 1t18 S© a _a 3T9 a70 313 42S a2A 379 27A A25 2s.1 a87 2A3 .C3fi Rat SaZ RLt ATE 2t.a aaa 10A AZS 2a,7 SSa 72d @5 f11 N {A.1 A2S Aid 3ab aB,E •RS 38{ 25A a25 21.6 Sat 2Z.0 3t7 f0,t 7a4 gas 413 Ir.,Sat 1ET 3®• - -- -- Q to Q 22a to 3;.9 Sat 35.5 aSf' 7A.i Oat 2EA SZa 2SA _-�- a. pppg Z 14SN 292 2ta +aA 2t1 ifl0 75t TI.f "�' _-e ANCHORCAPACITYAOJUS7MENTFORMULA: Lt Lr=1sH Anf:horCo 1UdfvT9blel U15 FYWoea tAeW (ANCHOR CAP ,,.s roP)XlbfUl-ANCHDRCAD..-- -- 6LCatRl9: xt2nncto s8x S tleoevcMif FardtMU fV96Elea 41VElw vi•s,7E3w 1Yfoolmi Qastad RtzOted `�e;•r USE7HiSFORMULATOOBTAIN7M'ANCHOR Ambof Spe. Srye'@eaU{'ncoa Uc ew[Blmcm 3716.8ka UBtmoa- 11A'Etw UllnewAQYZGW- , A p1a Scxs fob) samx (GS) (GS1 ACDY MQUIRED'CORRFSPGW.)ING70 AN AnchoYCsp Pafte[ns i Y11T Y 11fY s12' r Za2' S' '1RIX S•11s` Y 0Ab` D.66• a.S21`ACTUALP was E6pa dalomafii} tart• tart• tax• 1�x•i-17a' i-uC i-vP t-vt• tatd• z• 1 Sat iu .txa• sWms OPENING, WHENIT:S LOWREMENi THE MULLION OPENING, WHENRLS LOWERTHAN'THE MUWON Emneanmt tvS aGlffia•t): aeois, a9a faa 4502. eaosaa 17a9IDc 274n,s 2eos1 afros Ito Fn a7t im 72aaut 74B @� aaDlba alalM taD2lea �21aa .at2lln ,665 fat 172am CAPAC1lY (FROMTHETABi.E}OFTHES�.EGT17 2Anclara(;r 5•IAbaoa.rfosnngw 4AmaaK S3•hiy o.0 lZ)2ss /a9f9Q�zf Qta.2i 780 Q: 70aMs 70a»i iBia lDa 2ffi>Ds Sia P: SaD roa WA 112DIM 1a5¢IN Malec WA �72114 iS27Im 16a0 ®e op lSaa 11A0.9Y. it2)mt N201t¢ OSEatt 22SB 0n 72ttibc t3fA a10It# WA CAPACITYWHICH MAY BE USED TO QUALIFY SACcha7 �27Phba.O.C,1R72c5ArA:e ADDMONALANCHOR OPTIONS FROM THE ANCHOR CAPACUYTABLE. 9RQ7VCC REYISED ss comply as With rbc maids FIGURE:1: TABLENOTES: 'NSTRL=CNS SkESHEEC52�{FORGENEJiAf.]NSTALLATIONMETHODS. 2) LINEARINTERPOLkMON BETY4M MULLLENGTHSANDIDR OPENNG WIDTHS 1SALLOWAELE. 51GURE 2 MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALB. FOREXAOI' D➢dENStONS, SEESHEETs 21 3. a a a s HOL.TOBEDRtLLEDINTHEF)E.DFOLLOWiNGDiMENSIDNALRB-`"LRICDONSSHOWNONSHEEm21-�3 FIGURES SHOW SUGGESTED, APPROXIMATE HOIPLOCATIONS. 4) SUBSTRATES: CONM EM SHALL Coz4FORM70Aol sai SPEC�ICATIONS. HoU,M AND GROUT -FILLED RGURR:; 3: CONCRETEBLOCKIRUT (CMU)SFiALL CONFORM TO ASTM CSP.WOOD SHAll.BEPRESSURE-TREAT m m a m Yp10WSOLVEPHPiNEW±THAN5GOF0.SS.ALUMiNUMSHALLBEEos3-TSANDBEAMMMUMOFAW ZAT THICK. S7EELSTUOS•70BEAMWI1dUMGRADE 33AND.a45'THICK(js MATLEAST3SCEWTH WSBE BEYOND AILANCHORS INTO METAL SHALL FXTEIJDA7 LEAs?35CREW THREADS BEYOND LEAST .WTHICKANDAM THE MATERIAL.",50 &St2 ANCHORS 11.70 WOOD MAYBE sTEE1,1E-8 SS, OR 41(l S.S. ANGLE CLIP (FIGURES 1;3) MUST BE USED IN PAIRS, ������ 'yC61154c '• {C%ii i - Y No.SBlOS �- ov,1� A rt:YNt7M)6{-ER:�'.E FL P.E.4 587705 ' .125 i26"• •� 725" 1'X%X'.t25'hnJl lOIJ� !1*.XXX.075'MULUQN 8063•-TEAWK 8063-T6ALUM. aCS .. XS�f76N 5D63-'I6AtUK 2D6D XSECT(ox I :Szs• .ST MOARb CLIP '6063-T6'ALUM. TOPMEW .125' .128' 2.,7 125 T 2.750' ZeS :650• ,� - T T 1'=S,x-;375MULUON rXS75X.6s0•MUU1ON 1'X3:125.'XrmuLL10N t:25•X3.MVX266�MULUON '806&76ALUM. H063.T6ALU}d 'kiS - 6ALUM. 0063-T6ALUM. SECRON XSECTION X :cTioN *SECTION ,''i TABLE A - --- - -- ---- -- _ -_ _ . z�(sAN�E�rflp tisinenaton vafue:(in) 063 TI ALUll. - 2 ias^ U DI 1P ZOO, xstOnC' t A 1.625 I �.6D63I6A1JJAL L .125' B 26sS XSEcn6N O OAS 'j''' p 0;740 A25L�£ _... ,-- __.. A 1.125.. T40• - 8 2.404 b:0air D 0.480 .375 MM. A 1:87b •.338' MIN. B 3.DDD U-CDP :A 6 6D63TsAU1M. �bZANGLECLIP C 0.757 "TOPVIEW s0533-T9ALUUf. II i.1iS ' TOPV�W CaNTEBOFANCHORHOLSMUSTLtEWlriilNT7tE E .450Min DASHEDUOUNOARY.SEESHE T' 5-17 FORTIS .k 1.3i2 OSWEF.OFAHCHOR. -ANCHORO.C.DmTA%rF-MA=UMANMiOR HOLMUS.FI.IE HOLEDC4METER:ANCHORDU+M6l'ER�t116'. 'B- 3.D00 WRHINTmDASFD3D.' 'C 0.476 HOUPD7ARY.•SEE 'SHEETS547. ORVE TABLES 0 I 200D. -2-00N -AmwoROC. A DISi'ANCP.1✓✓iMiUM PGTPertir ' S:s00•' .375" XNCHOR110LE Mull Dlmenslnn (shest' In DWadE[E7aaNcxoR Mult[on Std. CIl dUt 011p .tt-Olfp An81s OII 375 MIN" 131ATAEI'ER•hU161. {"X2`X.125 (5) 8660b .M113m 6samem 666243M I 6665i1M M]N nX2"X.37.9''(6) '688D0B, tiWUW S661ti8M I 666744M I 666512M -� 6fi1V7 666115M 686t120M 6652451A I 666519M `- 1"X27S'•X.650°(6} 66606. •6661isM, j6s6jjpjM 666248M 666514M •� E5637M 66611t6M 66611141, 6662 M' 866515M 1.75'X3.168"X285•' (12} ' 66641M 668iid7M 6661iiWA •6fi624iM 666516M -----� l II -� ' 7.28"X217"X.i2S'(i8) fiB370' AVA ilfA KrA I 666517M ' OFFSETCUP 'am- MAID NOTES: ' I' roP?i 1)BOLES.TtrSEDRILLEDINIHEFIEMT!OLLOWINGpfMEN510NAt1I-r9TRICTIONSGtVENON7WssHESr. .74 --' APPF@7aMA1EF1iiCEt.00ATtb - ANCHOR O.G DISTANCE. - - 2}'SEE�SHEET554D FORSUGGFSTEO. 3)SEESHEETS2-4 FOR GENERAL INS7ALL•ATION METHODS. --_ _- -izse•• 1 2.1� .125 r-.125 soD• T 118'X2=11'X.i25' MULLION 6038--MALOU. xsEcnoN ' X2' X.Y2S AlumlAurn 14b8 Mum r. I" X2• X.= -Mmrrmem- TUbe Mulifdn 1" X2-75"• X 878Atulnlnum Tube MuTiiOD 1" X2.75" X .650". .Aflmtlnum TMba•MUltlon. 1! X3.12b`X .50VAIUMi 1Ube MWI C U.Sb"L 'Tube Mull D t.762 1.25. =11"'X A 1.813 121" ALUM TUb'e Mull' 4. .0ov, .438� 4.00V 26- A 51 .125 .377 T MULLION. =346A=L 2V 'W'STINDARROUP CDG3 TSAIUht -CU 55 v 21 X-SE=u JISW—VTOALUMI. XSECTION r L I t2s, i2S" .1213 COMER OrMollop JJOLrMUST.Uj5,MTWH.lHE • K)ASHrD noolMONDyli no Op NOHOR -F n-t-Tl T— H - MD. N ,WMDXO OUF- �� 0 -s3--r6&LqL c cw-,m&U?4 ToMeN TaKes , 2161,.3250•Il MI tI• lj , rvF� A25' 2250. 'lSD53;rVALUh*L' X.S=ON' x4SECTION r 43 OFFSETCUP SCONTGAWLL .226, Topvlaw .740- H4 -NOTES: -- --- -- - ---- 2)SZE-SHRErS-540 FORSUGGESTSR:'APPR(QXWTEFIOLEPACATIONS S) SEESHEM.24 FOR GENEEM ZfSfALLAMONVtfHbD& -sa lNi-� f6-o7js.0:3 FL PE 18705 .ABLE E MuUDSmamaorl PaTPa[f Q --I �"--725• (sheet„) Mum= Std-CAA, U-Clip AnGIe CUP SM112M I t 2• X4' X.25" (40) SM02 666261M 6=74M 2" X6° X,25" (17) 66604 566282M 666272M 6666113M �Ts AALUU 2.000' XSEDTTON NOVS I .1 1) HOLES TC SEORmIM IN THE FISID FOLLOWING OIMEMsIoNAL RESTRICTIONS MEN ON THIS SHEET. SHEETS 5-20 FOR SUGGESTED, APPROWMATE * SEE _�...-1,450•—i HOLELOCATION9. 3) SEE SHEETS2.4FOR GENERAL INSTALtATIONMg OES, . - - Litt HERE70 2060• •3T5' ti, `t 'r MSN, 14,9v S ssDu rx 4•X.W MULLION S08375ALUM. XSECTION I---2000'�••j MIN. I t t I 1 I, f t �1 I I t I [ z•Xs'XaS' 1 __ 1 SDS�ALUM.I- -XSEDTION I f 'jI�"' I — j I—.i7S -^1 }—.125• t U-CUp =AHGLECUP 2L2S �Y6.SE=iON AUlKI 6X-SFcnm L2D�25.126" --1.49D'--•� a7S ---- - - .. j------� MIN, MIN. i 3.43fi f l I [ .375 - 1 1 LMIN LIP 2XSANGLECUP U-0UP.60aRT6ALVM, CENrEROFANCNORHOLEMLWLIE SC53-'L6ALUM- K.SEOFORTK4'MGILIDN,SI�Et'iC_' WTM9iTHEAASHEOBOUNDARY.SeE TOPMV SEE DE7AIl.fi S}IE6f4 .375' I t t 4.68r ¢ S 6.436' 5.43s I b.431 1 t I - _ U-CUP S06376ALVM. ..-....-. US DFG1R•24XR'•ii: _UON SHEET 17 TOPVIEW W ANGLECUP 6063-T6 AWK TOPVIEW ao-Z ) r A. L-4'M V4 III LLER• P.E. FL P-E,# 567D5 -_ s Fx^OpUE•2 MUL'11F U?MULUONS mckus" joN• iHEBUILDIKSktSTRA7EISKNC.WA7aHEY%DOD ONALLFOURSIDES.'[HEVIINDOWFRAMEDSMI$Z1l4•.THE.OpENIfGREQutFMSADESIGNPRESSURSOP46.0.(11-MOPSF 1) INIT WLYASSUN,INGTHATAS°•1MDE,MULCION.ISSUITAELE,7HEMULLION LENGTH IS72'ANDTHE .HEADOPENING WIDTLi 1S3Y+$2+1'=6$': RFFEREYdCING 5(iEE]'73,'1HE CDLUMNUSING DESI NPRESSUOADit4 6O.MISE5� It1E7A� DDESNOTSHOVFORk7MtAciCNMiA�iM1•IAENELXCtTAREWMOOWFFRAMRDEtPTHOF2-i/4'AND'WILLMFr-70REXCMI)TRMREOUIRED FROMTABLE 3A, SHEET7 THEi"X2.7GX3Z5'MULUDN (RENGTFL =72", OPEI4lNGVNDTH=70�)MEETS7HEOEPTHiiE4UIRE0; HOWEVI;RTHEDESIGIJ•Pa� +oc,S+!-S&3 PSFANO WOULD D>=r" NOT•EESUITABLHFCRTHIS:APPLICA•ODM SHEErS FROM7%13LE4FLSHEEi87HETX275'k:660• [ifUU:ION (LFTIGIH =T2•, O•°ENING WIOTH=70'}HAS'AOE516N PRESSURE OF+L72,7PSF WHICH F�CCE�DS'IHEREQUIREMENIS FORTHE ' OPENINO AND MAY.BELISED 1t4THIS AF'PIJCATION: NOTETHEANCHORCAPACI7Y FLEOLIfiEO OF STFLSS. = 2)USE TABLE 4870 FIND7HEANCHO)i71tiPE ANCHOR QUANTITY AND CLIPTYPEREQUIRED FORTHEWCOD SUESTRKM BOTH THE STANDARD CLIP YinTH'{4j;L?MCHORSAND'[HE2XS 4i _ McLE•CLips WITH.(4) aT2ANCHORS'HAVEA CAPACRY OF.BBS Ws.TgoUGH,ERHEA ONE'COULDBE USED,THESTANOAF DCUP IS EASIERT.O"WSTALL. s� 3)YEfUPME DwGNPRESSURE'QF7HEFEKE5M710N PRODUCTSU$ED WItHTHIS MULLION SYSTPMTHELOWER DESIGN PRESSURE, OFMULLIONSORFENESTRATIOT) PRODUCTS,VhU. sH APPLYTOTHEOVERALLASSEMBLY.FINALDESIGNPRESSUREREQUIRES7HAT7HEBOTHTHEMULUONAgDTE{E,Ft:NE5TRATfONP,RODUGTREINSTALLED I3'ACCCIM CSWFMTiE za INSTAIIATON SPECIFICATONSINTO RFSPECRVESUBSTRATESAND FEI�9'FRATJOx PAODUCTSTO MVLLI014.• 1NTHIS E7fFiA7PLE,7HEp(r.4lGNPRFSSURE.REQUIRED WASw}SO.O.PSR7t1E OVETiALI.MULUON SYSTEjri WAS'DES?OBE727PSP'WCffi?N7iHCHOR cAPACT[Y OFGiS LBSALTERNA7lVELY, m:10bw531 .7HE•ANCHOR.cAPAt;l*-A0aiiSi WWr-ORMUL'A'000LD HAWSEEN USED To CALCUL'ATETHE ANCHORCAPAOITYREQLIIRED FOR7HEEXACI'DESI.N PRESSURE OFGo PSF ¢AI•FL1510TIi= •(60pSi)X.( �6•M')=$z49LB5(NWYBEI)SED70.4UAI.1FYiFioSTEELSCREWSFROMTABLE4B)1 ---III 727.PSF- . ...._ ..: r •�._ ..:...� 01 77- 7HE9UUDIRGSWS I;M)l 151WOWNTO BE CMU OMMMJAMBS AND USES A OONCRETE HEADERAND SILLTiE.WINDOWFRAME DEPTH l32•'3I.B="7HE OFENI IG REQUIRES A FROM:TASLE3A,SHSU—r HEi^X2Js'X.37rMULLION(LENGTH-10V, OPENNGMTH-80')MEkTSTHEDr3gH REQUtRED.HOWEVERTHE;DESIGN AND WOULD NOTBESUMABLEFORTHIBAPPLICAMON_ SHEET7&, OF07.1 LEST THE REQUIREMENTS FE INLTHFREFORESUITABLE, FDRTHEREQUIRED ANCHOR CAFPACTi•Y OFSTI LBS. �' Fofyr f HoRZONTALMULOOM BECAUSETNEVERTICtLMULLWILLBE AWX4'X ZV MULLION, INTMISEXAMFM1E WE WILL MATCH IM'HORMONTALANOAlERTICALMULLIONS, ALTERRVIVELY•ANOTHER MULLIONTI'PE COULD BE CHOSEN. I)THEMULUONLENMM36'AIQDTFIEOPENINe HMGHTIS3'472V2-•'fa6'. RFFERC3•ICINGSHEETT5,•[HE COLUMNUSING1RAPEZOIDALRRIANGULAR•LOADING MAY BE 'USED:FAot4TAUhEi2A.SHEk7.i6,THE2,X4'X?S0'MULLION't@LENGTH=Ar,OPENING HEIGHT- 1209' HAS ADESIGNPRESSLIREOF+m7mo-FsFWHIOHmE )mp itEQUG IdENT5F0,';THEOPMNGAMDMAYBFUSMINTHISAPPLICAnON.14OTF'MEANC)iCRCA?gZiYREQUIRED•OF-=LBS. ate; '2)LISETABI i2BiOP)NDTHEANCSiOR:TYP2,ANCHORQUANTUYPNDCUPTYPERE4UMnFOR7F umu$UBSTRATEsN,.THisimMPFE,ASSUMETHECMUJAMBSAREO W81EcIFTHEMULLION CUP WERZ TO'SE'OENTE RW WFTHIN Ma6', OAREMUST BETAKENTO MAINTAINTHEFASFENERS!MGERISTANOE• US7NGTHE,'1XSANGLECUPS WI Fa` L4) 3NC.ULTRACONANCHORS XT AN EDGF DISTANCE OF T GNESAN ANCHOR CAPACITY OF540L8S WHICH 1SGREATFR, AND7HEREFOT4OO1TABLE, FORTHEREQUIRED "- -- _ ANCRORCAPACRVOF521LBS. s;xoerc. 4)FORTHE.U-CUPVT.MHORTZONTAL RULLIONT 6 VEATIOALMULLiON, USE.TLiE SAMEANCHOR CAPACITYOF521.LBS;TABLEi28FOft MEU-.CLIP SKOWirMEANGHOR �u-1•���:CAPAClTYT5i074•LBSVNiENUSING3M1CH0R5,WHlCH1SGREA7FF;ANDTHFit2EFORESUfiAHLE,FORT}IEREQIIREDANCHOFECAPAC[iYfiEOUJREMENY0FS2iLB5.THE TCAi.NULL ATtCHOR.T)PEIS1i1G'I2"STEELSCREW. FROMTR'EABOt5'STEP4 OUKMULLIDN DESIGN PRESSURE IS 464.7 PSF•FROMTFiE V2ATICAL MULLON;. • f.170.0 PSFFRQMTHE36"HORIZDNTALMULUON ATTACHINGTO CMU; H-170I SFFROMTHE36'HORIZOVAL"•MULLIONAT fAGHINGT07HEiMRnCALMULLION•ONTERSEONOM iiIEtowESTDESIGjQPRkSSUREis+¢64.7;P9FAN0WO01D'APPLY70'ktI± FTFiEMUL1AON5. V6R4•Y7HEDESIGNPRES,SURE or-vE FENESTRATION PRODUCTS USED WRHTHISMULUON SYSTEM.7L)ELUWER.DESGNPT{ESSLIRE, OF MUTLTON50R FENESTRATION PRODUCTS, WrLLAPPLYTOTHED,IIER$1LASVMBLY; FINAL DESIGN PRESSURE REQUfRESTHAT7HR BOTH7HE MULLION ANDVS FENk5U 170ORPDUO,T REINSTALLED IN 'ACCORDANCE WDHTHEWSTALLA7ION SPEGF7CATION5'INIU RESPECTIVE SUBSTRATFSAND FENESTRATION PRODUOLS.TO•MULUON, •I'6•oZ7S.a,g QALi I ) LOADING OFNEMCALMULLION LOADING OFVERTIOALMULLION j s0.LOFWINDOWS NOTANOHOREO -• ,YJITH Rgr;L4EC7JNG HC=ONTALMULLIONS PW/ LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED ra , IF 044 sm-1 115— II i pulti . LOADING OFHDRIZONTAL MULLION WITH DTmsEcnNG WIMCAL MULLION a /JIM �11/ . I I . �m ---. LOADING OFVERTICALMULUCK LOAt3NGOFVER7)CALMULUON PANEL OFHNGEO DOOR IS NOTCAPTUREP ORANCHORED WRHINTERSEOTIHGHORIZONYALMULLMNS EXAMPLES OFTRAPMOIDALfrRIANGUlARLOAoIPfO: rl rVom"Mmol, I I ell. I wir ilmlF*4,lllI LOADING or mizmoNrAL MULLION — — L - I /,,/" PW PW LOADINGOFVERl m MULLION )ADING OFVE MOALMULLIC RAGING OFHORIZONTALJ.IULI x 0 CD HR LOADNGOFHORIZONTALMULUON LOADINGOFHORRONTAL MULLON No7ES `;tOL1UCThEVJy}+� 7J 11 RAWN6 SAR6 Bw p C,oaAe 0�m FloGdz RERESENTATIONSOFTYFICAL nc«J mmt•7u p FW CONFIGURATIONS*712111-01� 2000NFIGURATIONS NOT SHOWNMAY BE EXTRAPOLATED FROMRYTHOSESHOV0,-- DN_ - 21 IF: T114LOADINGTYJ- CANNOT ti��� LYN /���i�i PW BE DETERMINED. USE �� �G,.........._LL,�C," is RECrANGULARLOA.DING. `:�; LtGENu^',,ryJ• r 1 33 SEEPRODUCTS'APPROVAL FOR Z No.557" .Y / ACTUALANCHORLOCATIONs. ST11YL LOADINGOF HORIZONTAL x��a MULLION FLEE SB7D5