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TABLE 7A ��K�R��. � MultltlnCa ac Table Iba/kt �y., OpeningWidth(forveAicelly-spanMngmullions)orOpeningHelght(forlarimntelly-sparmirgrnuAlons) �y��4-' � 60 M 801n 701n e01n BO In to01n 72o In 7<o in 1901n y � p Rxlenpuler Trep/Ttlmp. HmlaipNar hep/T�ianO� Rxlenpular Tap/idenp. RechrqWar TiaWMenp. RecMgJer Trep/��leng ReclenOWor TrayT�lerq. Racte�Ner 7Fep/Tderry. Rx1e�qNx TrnplT�lanp. RxtmOuler 7FepflXarig. �4 �x4%.��6 Loedln0 Loatllnp Loedln0 Lm�Ynp Lwtlkp Loedl� Loedlnp Losdln0 loa0bp LoedMp Loedhp Loadlnp LwdlnO Loed'mp Loedhq LmdlnB Loedlnp Load�p o= � � Am�ni�� ' � �°� � �g � �� F � �� ' � �� ,� � �� e �� g� �� Z �T� 42M 170.� B20 770.0 �35 77D,0 )N 170.0 �78 170.0 BBE 170.0 90B 170.0 BB2 7700 618 t10.0 7118 770A SR1 1700 12A0 170.0 647 770.0 7AE8 770.0 521 770.0 17J6 7700 Si1 77D.0 1D83 170.0 6R7 O �e m 770,0 7(18 170.0 621 170.0 B50 170.0 69/ 770.0 802 170,0 B30 170.0 11J3 770.0 Bet 170.0 1R76 170.0 677 170.0 1117 170.0 BBO 170.0 1700 170.0 BEO fl0.0 1BB3 �7a.0 880 /61.8 10Y4 170.0 BBO J 60.8Y6M 770.0 7�7 7711.0 68� 170.0 89B 170.0 891 170,0 1018 170A 9& 170.0 1795 770.0 723 t70.0 1J16 170.0 747 170.0 1�9� 170.0 768 170.0 7707 170.0 768 158.0 lY1B 170.0 768 1J85 1818 1]0.0 769 � �� 611n 170.0 707 170.0 614 770.0 OSB 170.0 801 170.0 111! 170.0 76{ 770.0 7275 1)0.0 B07 1R1.0 1�7� 770.0 897 170.0 169I 770.0 B6B 768.0 7789 1700 867 1T7.1 1709 770.0 E81 120.0 1798 770.0 BB1 m � BOM 170A EB6 17U.0 701 7T0.0 t0E9 770.0 7W 170.0 1410 770.0 B7B 170.0 /i17 170.0 BI/ 170.0 iBB1 170.0 988 186.6 1B7B 770.0 1033 140.8 1810 170.0 108� 111.0 tE7B /70.0 10BJ 87,2 1819 170.0 7087 � � B�In 170.0 8�0 17D.0 716 17a.o 11YE 770.0 e50 170.0 18U2 170.0 B�0 170.0 14BB 770.0 1018 169.7 73C2 170.0 1078 141 D 16/2 170.0 17Y2 117.6 76/2 788.6 1768 100.7 1brY 7B7.B 7767 BB 1 7692 /07.8 1767 � � EBb 170.0 W� 170.0 7E9 170.0 1fE9 770.0 007 770.0 1]BI 170.0 1007 180.8 1p2 170.0 70E8 1/2! 1472 fEE.E 17�E 17E.6 1(/7 �ee.e 1130 7W.1 MY 147.E 7108 B1.! 1172 7�6.D 1101 80.7 147Y 148.0 770/ Z �g � � 771n 170.0 108� 170.0 B78 170.0 1275 170.0 7008 150.8 1JRO /88.2 1101 iJ20 13211 f10.0 1U8Y 717.J 7320 197.8 f08B 10S.e 7]PO tze.e 704H ae.o 1510 177.D tU2� 76A 1J40 112.8 707J 88.0 7]20 11Y.5 1012 ? a{ 7B In A0.0 11T! 770.0 B37 1�B.B /1& 759.4 10W 11E.2 118� 1]9,B 9BA 177.2 118q 1267 W8 88.7 1184 116.3 984 88.8 1180 107.6 B62 �a.e 11B� Bi.e B35 BI.1 1184 83.1 B27 68.1 118� BR.9 B25 �1 fA� � 781n Y98.7 7771 170,0 987 1�EA 1121 117.0 886 »e.e t14� �7B.B B17 103.E 112� f16.6 031 9I.3 112� 105.B 918 8J.0 11N BE.e BOE le.7 1721 BB.D E90 68.9 1171 84.3 6B1 61.8 1111 83.7 E70 F J � BOY1 tOB.7 CI� 711.5 760 00.1 EII BIA 779 77.R d14 l2.1 7I1 87.8 &I< 77.3 71T 60.1 8�4 88.5 702 bl.tl BU OtA BB9 �6.0 EN W.2 e7B 7B.E 891 60.0 888 39.8 B41 97.7 BB2 Q � Z N BBIn 80.1 714 81.6 8B3 70.2 712 77R E64 83.0 712 07.2 EIt 6E.7 7�1 6BA 671 IY.6 7�] 6�.1 871 M.6 71R �0,8 81� J7.1 712 9J.8 900 ]1.! 74� 98.8 6B0 27.8 742 87.6 6B1 � �� O 10lIn ERe 6E! e].v 9m 64.1 6B8 6J.B 527 M.7 6BB �9.8 S7� 99,1 SBB 11.4 606 9�.8 fiBB J7.7 aBe 313 688 !�4 �82 48.1 688 28.6 4B7 51.9 OB0 18.8 IM 18.6 SBB 217 <89 � M 11/1n 67.E 335 6l.e 60J a8.0 b55 193 <B6 <1,4 566 12.8 �E7 9c.0 655 Jl.O �!0 74.0 Eb5 J9.2 �77 1B.B 665 71.3 487 Y1.0 556 27.1 �57 20.8 565 21.3 40! 10.0 6E5 Y44 MY � X � � . . . . . . V O 1MIn 28.4 J30 28,7 JOS 22.0 370 Y2.< 907 /B.B 930 18.9 4B'7 18.6 330 17.0 77d Q � z TABLE 7B ANCHORCAPACITYADJUSTMENTFpRMVLA: �� Anchor Capacity Tabk(Ibs) ANCHOR CAP.,,,,,,,,,,, �� sws�rele: t.�h concme ack cac Hdlow CMU Fltled CMU vrwood MMe� (DP„)X� )m ANCHOR CAP.,,,, MULLION CAP.,,,,,,,,,� W t8'Eke 1q"8S Eko 6H8'Elae 1/�"SS Ebe R10 SlM N14 81aM /14 Btael AnChor CI( PaHems ^"`�10'n'p°� ��e•emo tmiecon 1/4'Elco Nlrecon �� anr Elco Ullrecan 1/4'eico Utracon �o��w tn�econ apP.oe�or Scrow(G6)smwv(c� se�.w(GS) USE Tlil3 FORMULA TO OBTAIN THE"ANCHOR P CAPACITY REQUIRED"CORRESPONDING TO AN Edps oislenee pny t' s-�re^ i" 2-fr1 a-�ro^ 1' 2-vT t' 2•ire^ 2" sve� r o.na� o.w^ o.a2c qCTUAL PRESSURE REQUIREMENT FOR THE EmhedmeMQn): 7a1�" 1a/0" 1JIC 7-3fP 2" 1-0IP 1-tu• 1-t/1' i-tla' t-1It' 67/4• 4" t-ale" 131e" (seenole4) OPENING,WHENRtSLOWERTHANTHEMULIION 2 AnClq1!p 1.75'MN.O.C./SlaidaN Cllp(Flp.t m 2): 38016s 3Ba Ibc 4501he 880 Ibf 1811 Ibe 27o IM 2B0 M 35416e 710 Iba �eB Ibs 884 Ibe 118216e 328 Ibe 42f1 560I1n CAPACITY(FROM TFIE TABLE)OF THE SELECTED �A�ahore�4.46"Min.O.C./SImMN Clq(Fip.9Y• �o Ibe 7aa Ibe sea roa 11to iM a52 ro� Nin seo roa Wa eao roe N/A eao iM Nln e521bs B901be 112o Ibe MULLION.IT W ILL YIELD A MINIMUM ANCHOR B Arrohois�1.15"Min.O.C.!SIaM�N Cllp(Flg.4): B80 Na uoo Ib. Nln Nin rUn NiA 7eo ibe NIA Wn N�n NIA NM 1aw i6e leeo Iba x2ao Im CAPACI71'WHICH MAY BE USED TO QUAUFY �Melqn�3"MM.O.C.I(2)7x5 Anpb Qlpe(Flp.6J: 7B0 be �BO IW 80016a 17BO Ibe 32B61he 6101bs 6BO Ib� 70B Ib� 1480 N» 978 Ne 1�28 Ne 2�B411re 0521ba 89016e 77YO Ibe AUDITIONAL ANCHOR OPTIONS FROM TFIE e A�Iron A�"Mln.O.C./R)7x6Anpb dlpe(Flp.8): 11701Da 117016e 102016a tJ101b� YBd116e 0101W 6101M WA 1NO Iba 1104 Poe 13201be 3648 Ib� 97B Iba 12601M 1B801be ANCHOR CAPACITV TABLE. PRODUCf RP.VISRD �Anehm�D.�5 Min.O.C.I U-Cttp,IMO 71B"Alum.(FIO�� wA N7n lUA 1UA N/A N/A N/A WA NIA N/A N/A N/A NIA NIA 14321be na mmplyi�wilh Ihe lYmldu 6ulldii�gCode 1 AncMle�5.26"Mln O.C.I Fi�lp(Flp.9): 3001be 360168 2BO Ibe 705 Rie 4761be WA 4B0 M NIA 315 Nre Olbe UO lba OIM 3Y91be 4201b6 6801bs Acceplmice No�- 4 Anctpn Q t.16'MN�O.C.I FCIip(Flp.B): ABO lbs 7001be NfA NIA N/A N/A 380 @D N!A NIA 1UA N/A WIA B5Y Ibs 84016s 712016� '� �� Ex irolion�nla �� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. By Mlmm �doPrudnct'Caf� 1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: \`��i�i��i�� � o o ° � o o � � o o � � • • � o � • � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE `` �N ,.••. .,�I(( ��i� SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4.000" ��'��.•'�,\GENSe F'P i a o o � o 0 0 0 � o o � � • • � o � • � p)�INEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENttJG WIDTHS IS ALLOWABLE. � �� •* � `•'* No.56705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E%ACT DIMENSIONS,SEE SHEETS 18-20.ALL ' � ��--�;� FIGURE 5: FIGURE 6: FIGURE 7• MVLLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN TNE FIELD ;-p�•. � ��3 oI 11 � W � � • • • • � FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ST TE OF . �(/� • • • • q)SUBSTRATE3:CONCRETE SHAIL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE � ��0�' 'F�OR��P• �j\?� � � BLOCK UNI7(CMU)SHALL CONFORM TO AS7M C-90.WOOD SHALL BE PRESSURE-7REATED YELLOW SOUTHERN PINE .375' ��SS/O �-�?� WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.725"THICK.STEEL STUDS TO BE A MINIMUM � i� NA ANGLE CLIP FIGURES 5&6 MUST BE USED IN PAIRS. GRAOE 33 ANU.045"THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST 125"THICK AND A38.ALL ANCHORS INTO �� 1`,` ( 1 I 1'X 4"X.376"MULLION A.LYNN N NLLER,P.E. METAL SHALL E%TEND AT LEAST 3 SCREW THREADS BEYOND TFIE MATERIAL. Fl P.E.#SB705