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TABLE 1A � �� Muflbn Ce i Tabta rflt°j Openfng Width(for wrllcaAy-spanr�ng mulllons)or Opmning Ha1gM1t(tor Iwrimntaly-spaming mulRon�) �'�� W ln e0 h i0 M eo in po ln tOD ln i2tl l� 1101n 18D In p Recle�iR TrqMTr� Rec�mBWa T�pTeimO. R�gu� Te�JT�enB, Rects�Ae* T�Marg. Raetvyutar Ttap'Ttis�g. RxierNsds 7m{Y(� Recle�paer TrepJ(r�0 �tengWer T*e�Yttisrg Recles�r tt�YT�my. �ad',�� 1K4x.1Z6 ��ro �k+o toemre Loeu�q Laedinp �oeaing �oeana �oealnn toearq l,uedhio t.aaanp �oadtrro toearq LomHnq toannp �ownno Loa�no Lne�no �� Alum.Tube ��u�n � �� �� a �2ke tfi.9 4� 148.$ 332 932 d08 Yt5.5 3?6 79_6 Ab6 10T.8 32/ �.9 �8 ttH.4 924 82./ 498 194.0 319 66.4 i0@ 1046 319 q&8 409 t6l.6 318 9@.4 408 tOC.4 318 35.6 A� iO4A 919 � ...I ABIn 74.0 SiZ E:1.! 268 E21 312 73.4 2M 53.6 812 BZO 2Aq 48.8 S12 89.2 216 H.e 31Y d1.8 21� 3Y.5 3tt q1A 444 31.4 31R 81.0 24� TO.B 312 Bi.tl RM T3.A 312 B1.p S4d 60�B2SIn 83.9 1B7 M.9 2J4 b9,2 TBt 87,6 71B I5.8 291 55.7 22A 3D.B 281 62.� 24R 96,6 281 6tl,i 310 8Y.0 291 �9.9 T1B 28.8 Te1 �8.3 21p 71.0 2B1 �9.3 218 20.b 281 A9.8 R1B W Q� � W In 528 2}7 bT.$ 247 4b.B 2{T A8.8 '202 37A 247 +/L8 19Q 32Q 24T �1.6 198 28.2 2�t7 3@.� 1W 28.9 24T 38.� i83 21.6 247 �.t 143 iS.D 247 38.1 t63 t8A 2AT 38.1 189 tYi � 6Qh1 3BA 200 <1.2 170 9Z,0 YOD 96.4 1BB 171 40R g7.6 189 2d.0 200 2B.B 190 21.8 200 27.1 1G8 19.2 Y�0 26.8 107 7B0 20f1 75.0 i88 � � � 0.7M a7,1 181 e6.t 7E! 2iA tm J0.3 132 23.T 1B1 28.8 i1Y 107 181 3l6 146 18.{ 181 ]29 141 td,8 181 21.7 143 "� � lCtrt 2E.8 t@5 90.8 td2 24.0 t85 26.1 t39 20.8 t85 1i! talS t&0 195 21A t34 ((} � � � (,� gg 7Yh1 422 138 23.3 720 16.6 13B 19.8 77B 16.G 19B t7.6 178 � �� ii i �eM �ao tss �aa +oe �s.� �n �e.e io� LS 'KC J 781n 1t.8 178 t8.2 iQ0 � = Q � TABLE 18 ANCHOR CAPACITY AbJUSTMENT FORM4LA: � �..� ap AnehorCapaclty7eblepbe) ANCHOR CAP.,,,,,,,, � N� �� Wauele: R.7kCawnele a.sxconc. rfdiawcMU Fe�eacMU vrwooa rndM (pP,.)X( )=ANCHORCAP.,,„ MULLI4N CAP.,o,,,„„ N ' �ie'�tco un•ss ek anb^�co ir�ss emo aro s�� a��se.a sn sinr USE 7'HtS fOhMULA TO OHTAM TFtE ANCHOR � x Y A�wMr CAp Peilema �"dh0`�"- �t6��°�T«on ua°Erw uereoa, u� ufe�Ehw usmoun srr�o aaa� aa��a UM�aoon aypraooia Berorr(O6y 8crow(Od) 9wnwr(G6) e�l � Emnsamen��n} �ai�^ w�+^ i-al4• �-y�^ 2� i-v4^ 7-id" f-111' tAl4" 1-1/1' �-vd T �.�e� �•ye� lsee mia q ACTUAL F'HESSURE ItEQU1RkTAENT FOR'THE „x O s nnw„as��.rs n�. .c.r sisw�u ar �p.ty aoa m. �s aao tn. eso �eu�an 2ra ttu sao me asa�ba raa ros �se ms sea�e t�ez au azs an asa 6sa�s OPENINO.WHEN IT!S LOWER TNAN 7NE MULLION Q, � � !n 4 Ana�an(q t.is tMn,b,0./8tafcMd(wOfiet)pIP�Ip.�: AeO�s TOOIb WA WA Wh WA 3001be WA WA NtA tmA WR 862 iba 8q0 i4s N20 fln CAPAGtTY(FROM TNE 7A$LE}QF 7'1�$EI.fCTEO .�� Z +nm�hwe�r �n.o.c�cs�z■s��.aip.i�q,ay. reo iw veo ro. eero ros �ceo ip. �eee roi wa u�r eeo ros wn �eo ihs esa ros eeo roe ssea in� esz ib� eao ws y�xo ros �LLION.IT W ILL YiELD A MINIMUM ANCHOR ' 2AMIron OAS"Mln,O.C./LLCpp,hNO UC'Alu�ry.(Flp.OY Wl1 WA WA WA WA WA WA Wp N/p NIA WA WA W0. wA 718I1x a � CAPACITY WHICH MAY BE U5ED TO QUALIFY i��horr F-Cqp(Fq,s�: ies xu �9s un nelM a�s ros ezs we �as ros uo ax ttr ro. ara xb 2�rtm aaz�w saf nb �e�m. 2to ro. zao w. ADO1T10NAL ANCH4R OF''f70N5 FROM 7HE 2 Atqtme�@ 1.16"Wrt,4.CJ F-C@p(Fly.6}: p�p�s g5p Po� WA WA #YA M1YA 194#n WA HtA NfA H7A WA �ZS @n 420�s pgq� ANCHOR CAFACIN TABEE. NOTE;FOR THE OFFSET CLIp,USE THE 8AME AWCHOR PATTERN AND ANCHOR VAWES AS THE STANDARD CLIp FIOUR�1: 7� FIGLIRE 2: TABLE NOTES: � O ' ,( � � * • . � PRODUCTlt6Y1SG0 � �i t)SEE SHEET i FOR IMSTRUC7tpPlS ON UStN�THE TABIfiS AND St-E£T 22 FOft tNFORMATlQN OH EtFA1�1N�. m canptq3e�wHh qus Flmkte l3nildi�(kdc � I I SEE SFIEETS 2•4 FpR GENERAL INSTALIA710N METHODS. --j 1.000" �-»- pccep�anee No IW 1 2)LINEAR INTERPOI.A?ION BE7YVEEN MULl.LENaTHS ANDJOR OPENINO WIDTHS!S AILOWAB4E. Gx iraUon 4a10 J� PlGURE 3: - 3j MULLIQN AND MUU.ION CLIP$SHOWN Al2E NO7 TO SCALE.FOR EXACT DIINENSK7NS.SEE SHEETS 18-20. Min el�roduot M � � � ALL MULLION CLIPS MAY BE FACTORY MACH�NED ANO CONTAIN UNUSEp HOLES,HOLES MAV BE DR4LED IN 2,000" `�� THE FIElO iOLLOWINO DIMEN310N5 SHOWN ON SNEETS 18-20. \ ANC,tE CI.lP MUS7 8E USEO IN PAIRS. 4}SUSS7'tiATES:Ct7NCRETE SNALL COMFORR9 TO RCt 301 SPECtFICA71pMS.HOLtOW AND GROUT-FiIIED � �2�'� ��`p��l . .�rC<<c fi� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOp$HALL BE PRESSURE-7REA7HD .L \��y^�.�`•'�,�G��SE '.'Q : FIGURE 4: FI6URE 6: FIGURE e: YELLOW SOU7HERN PINE WITW AN SG OF p,55.AI.UMINUM SNALI 6E 6083-T5 ANp BE A MINIMUAA OF 126" � � R-: '.�c � � TNIGK S7EEt STUDS TO BE A MINIMUM GRADE 33 Atdb.OA5'THICK(18 GAUQE).STRUG7URAl,STEEL 70 BE AT ='*"; N0.5�705 (� # 7"X 2'X 725"MU{.{.lON �� I.EAS7,125"7HICFt AND A36.AI.L ANCtiORS INTO METAL SHAtt EXTENb pT LEA57 3 SCREW TNREAOS BEYCYND *i't�-�--,:a= • � lL...IL__....�J 7HE MA7'ERIAL. - - ;-o'�� a u 301 n ��u� ��.{` '-�.fiLOfri4P'� C��=': � ' ' Ca. '�`�ss�arvn�`�•`� A.LYNN MILLE�R,P.E. � fL P.E.#58T45