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- --- ---- - - __ - - - - - - - - . - - - - - - -- - -- -- e� � -- TABLE 7A F Mullion Ca aei Table(Ibaft[: �� 5� ' OpeninglNldth(fortierticsly-sperrdrgm�5are)orOpenlnAHelgM(tortia1zorte9y�spannlrgmuAlons) '� � 501n 801n 701n 801n BO in 100 in 1201n 110 in 1801n �o� F _ 17c4x.37fi Rectanguler TtoplNanB. Reclm�tar hap7T�lang. Recinngulor hapffdm�p. Reclar�ds hoplf�lanp. Redanplaf 7mpfTdetq. fteCtangWer TreplTdanp. fittlenpulm heplTriang. Rectun9Wu Trey/f�la�g. Retlmqi�er TnpRAmg. - 4� LoaMg LoaA� Loadip LOa�ng LoeWnp Laea�p7 Loe6ng Ina�n9 IonAne Laodl� •Loe6ng Loodng Loadnll Loadng Loe�p LosAng LoaBng Laadne �Y �u Alum.Tube z z, x z. y. y, g � B"T" Dp � �8 �a.-, vF aa., E A £ 2' �,. ' '� v,. �$ v$ 'g Lg@- �.-. � a a �' �.. Mulllon 6 �� S �� b b$ � 8� i5 J� � �� < � ��$' cY �g i! i5� � �� 0 �� 8� �� B �� N 2 +� Y �'s �Y a�7 s �3 s � s�' �• �� K �� a. e a s qy �n �� ��c �� d�¢ E�c �� 2� d`d �� d� �g d� 5� �� S� �� d�� rc s'� d`�� s� d�� a� �� ic �� o dr� �� $a� �� d � N� W 42hi 17[I.0 610 170.Q 435 170.0 71{ 170.0 �78 170.0 EBE 170.0 60B 170.0 9B2 170.0 67B 170.0 1118 I7D,D 821 170.0 $10 ilOA 521 170.0 1/08 170.0 621 170.0 1735 170.0 621 7T0.0 1083 170A 621 J J = dBy� 77D.0 708 17�.0 624 170.0 0.50 170.0 58{ 170.0 992 170.0 B30 770.0 1733 1TO.a 881 170.0 1376 170.0 877 170.0 7417 170.0 680 170.0 170D 170.0 BBU IT0.0 1983 170.0 880 187.8 202� 170A 6BU � N �= 50.6251n 170.0 747 170A 6U7 170.0 6B8 710.0 B31 170.0 1618 17U.0 881 170.0 1195 170,0 72] 170.0 1315 f70.0 747 170.0 718� 170.� 769 770.0 4783 170.0 768 158.0 1819 170.a T58 47G.6 1918 170.0 75B � 7 o O 611n fI0.0 797 17�.0 612 170.0 956 1T0.0 BBI 170.0 1110 t70.D 764 170.0 1276 00�0 E03 170.0 113C 170.0 B37 170.0 t591 170.0 !69 1649 1T99 170.0 091 107.1 1788 170.0 861 120.0 1789 170.0 06f f� m F 601n 170.0 BBS 170.0 701 7T0,0 106J 170.0 79T 170.0 1t40 170.0 6T8 170.0 1117 170.0 844 170.0 1591 170A 9D8 155.6 1618 1700 10]3 128.8 7870 770.0 1D67 111.0 1810 IT0.0 100� 97.2 1818 170.0 7�b7 F- � J 0.71n 770.0 070 170.0 715 170.0 1118 170.0 850 1700 1302 170.0 910 170.0 1488 170.0 1013 16a.7 16/2 I70.0 1070 111.0 f642 170.0 1122 117.6 i6Y! 78&6 1168 1W.7 16{2 i6T.B 1167 BB.1 1612 187.9 1167 � m � � 661n 170.0 87� 170.0 7E9 q0.0 N68 170A 903 170.0 1J84 170.0 1002 180-6 U72 170.0 f088 712.8 1/72 18E.E 1148 128.6 It71 76E.B 71J0 107d 14Y2 147.8 HOB Ot.B 1�72 1/6.0 1104 B0.5 1672 1/&.0 fl0/ Z �i � C 721n 170.0 1087 170.0 H!8 170.0 1Z78 170.0 f009 1'A.s 132l1 1682 1101 t�20 qZ0 1�8.8 tOB2 tI7.3 11]0 137.0 f066 105.6 1320 12A.8 1018 68.0 77T0 117•0 1024 T5.4 1720 112.6 1013 68.0 1�20 1125 tOi2 � a@ �W � 781n 170.0 tla 770A 837 1{0.8 1181 159A 1013 52&2 ti& 139.8 B94 11t2 11E1 127.7 B70 89.7 1f01 116.3 Bet e9.8 1184 107.5 952 T{E 1164 97.6 835 b{.1 11Bf 87.1 837 58.1 1584 923 925 Q J� �� � � 7EIn iGG1 112� 17�A 987 13BA 112� 147.0 B65 118.8 111� 1709 947 103.! 1124 115.6 ff!7 Y2.1 11Y� 10S.B 918 67.0 112{ 90.8 BC6 69.2 1124 89.0 080 59.1 1121 81.� 801 51.8 112� B32 WE � J �' BOIn 108.1 &1 11t.6 730 80.1 B14 9�.3 7�6 772 8M 82.1 T24 87.6 Bl� 7�.7 71a 60.1 &9 68.5 702 61.0 eM 81.4 897 45.0 841 6f2 B7B bB.e 841 66.0 668 33.B 84� 17.7 662 Q � Z N O f- IC�m BBin 89.1 742 91.b fi83 7�.Y 7�2 77.2 652 8�.8 T42 87.2 641 55.7 712 69.8 631 48.6 742 6l.1 B71 1{.5 71R /9.8 614 57.1 742 �7.8 600 �1.8 7{2 99.0 fi90 27.8 7t2 37.6 5B1 � M� go� tOeln 62.6 686 83.0 530 5P,1 686 63.B 521 14.7 6E8 46.8 513 39.1 608 41,� 707 34.8 6B6 07.9 �9B 31.7 6B8 ]1.2 402 2B•1 586 �98 IEI 22.9 588 28,8 472 18.8 596 34.7 ifi6 W � 111 b 37.6 535 58.8 W3 �E,O 555 48.5 195 If.Y 655 �T.B �87 36-0 555 JE.O <80 72.0 555 742 47] 28,8 555 J1.5 467 24.0 555 27.1 467 20.8 555 21.1 <4B 180 555 Y2.4 N2 � � � � 120in 15.6 475 I6.{ �33 ]8.0 �T6 79.0 428 726 p5 73.7 420 28.6 475 29.0 114 25,3 p6 26.8 109 22.8 475 24.6 �64 I8.0 475 21.1 395 18] 176 1B.7 1!7 1L7 175 17.2 3a� � �( Q O O 14�L1 48.4 � 28.7 3U5 220 J10 Y2.� 301 18.8 33D 19.3 287 18.8 330 17.0 283 ¢�'� Z N � . a� ,, TABLE 7B ANCHOR CAPACITYA0.IUSTMENT FORMULA: �$ � �� MchorCa ael Tabla bo ANCHORCAP.,o,,,,, � � � S�elnlo: 2JkCoarete 1.5kCola. HaOvnCMU F�IeACAN PTWwd Melai (�Pw�X� )=nNCNORCAP.�, Muwon cnP.,.a,,.„, S'IB'Eko 1/�'SS Elea 5118'Elco 1N'63 Eleo WO Sleel N1P Sleel tl12 SIePJ AncharcllpPaltams ��0f�°' y�6'EkoUlVaoan 7/4'LkoUltreom L16'EkoUllrxon 114'EkoUOrecm P00re�lw Ullrecon AppieCialor 9artw(6�6oiew(G� Saew(G5) USETHISFORMULATOOBTAINTHE�ANCHOR WlrBcm EEpa dclance(in): 1' 24�!' 1' 2-�2' 3-va' t' ai2' r 2-�rt' 2' avu' s' o.4s• 0.54• o.3u•- CAPACITY REQUIRED'COftRESPONDING TO AN EmEehnmlM): 7�1' f•31T �are• t-�4- r t-va• t-tu• �-v4' tala• t-va• �•ff4' Y tale' t�le' �eAes ACTUALPRESSUREREQUIREMENTFORT}1E 2ArotoB��.75'Min.O.C./StaMadorOfhelCqD(Flp•162Y ��+ �� es eeoes +e�ams 27oms seoios ss4ws 7�oros 37�im 6eaios e4eros �tie9 4�zibs 6so�ea OPENING,WHENITISLOWERTHfWTHEMULLION 4Mchwn�2.25•Min.O.G/staMaNlw0f4oqCl'p{FIp.J): 700Rn 'roo� 5aow 7�foms esaiu% wn ecoi�s wn owiw wn eaoim wA sezmv as5ie� �720ms CAPACIN(FROMTHETABLE)OFTHESELECTED BArchwc�ldSMh.O.C.19lendmdlarOSsepCGplRO.�} eeo�s fl0oms ro� wA NiA wA 75oies WA WA wn wn WA �35aios �7]o�w u�oms MULLION.ITWILLYIEIDAMPJIMUMANCHOR 4 A�MR @�'M�n.O.C./R)2a'+Mpb CGD�/(i'q.51: 7801b� 7Bo ms seo ws t5B01bs te961m 510 Ibs 5601bs WA 7601m T�c Im BBo I W tesz Ib> eoz tm 8851es �12o ms CAPAqTY W HIGH MAY 8E USED TO�UALIFY BAncMn�3'Mla o.C./�212c5Argw Gp�s/(Flp ep tt7o Ihs 11T0 @s 1020IGc z3101Ds 28141W B10 ws e�o ibs WA if�o Im 11az Ix 73201hc 2e�e ios t071� 1327 ms i�o ms ADDITIONAL ANCHOR OPTIONS FROM THE ��mAme�045'Mm.O.CJUL1ip.LRod25"AUm.(Fp.7): MA WA WA WA IUA W� WA WA NIA WA NfA N�A WA N�q 1�701na ANCNORCAPACI7YTABLE. pRODUCTRGVISfiD 2 A�rclrom�P.2s Mb.O.CIFLYp(Flp.B): 3501b� 3501ha P79 N� 765 ms 1781bs NIA 28016s N1A 315105 NIA 9401tn WA 341 IS. 4/216s 5bUlbs as cumplying�vilh ILa Fibnd� AMchon�l.lSMh.O.C/F1SIP(FlO.BI: 480I65 700Aq WA WA WA WA 3DOIh+ N�A N�A WA WA WA 8E41Es 0851G5 11201W puildingCode OZIS.� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP � 1.06Y r -^{ 1.000" r- �<aa��r�16' � L�piml' �ale ��.� TABLE NOTES: BY 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA9LES AND SHEET 25 FOR INFORMATION , Miem'Dada�rod�ct FIGURE 1: FIGURE2: FIGURE3: FIGUFE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2•4 FOR GENERAL WS7ALLA710N METFIODS. �� . . . . . . � � . . � . ,.� �.��vrirr nri� '�% 2)LINEAR INTERPOLATION BEf WEFsI A1ULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �� +0� • �C•� �� : �� '��GFhlSC- ''.� . • • • � � � .:C� � � � � � � � 3j MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE q.000' 4.000" _ � , SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RC-STRICTIONS � Nu.5670- :: SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ � ' / �,- ` (,Q ��, U� FIGURE 5: FIGUftE 6: FIGURE 7• 4)SUBSTRATES:CONCRE7E SHALL CONFORM TO ACI 307 SPECIPICATIONS.HOLLOW AND �'v �`�� `� V � • • • • GROUT-FIILED CONCRETE BLOCK UNIT(CPAU)SHALL CONFORM TO ASTM G90.WODD SHALL BE %�.'• $Y D��6 ' �� • • • • �� - �': PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE �;�T�• I'�.pR�O�'•'��: 6063-T5ANDBEAMINIMUMOF.125'THICK.STEELSTUDSTOBEAMINIMUMGFiADE33AND.045' 375' .375" %l�iS' '•• !v\\`� THICK(18 GNUGE).STRUCTURAL STEEL T0 6[AT LEAST 126'THICK M1D A36.ALL ANCHORS � � ��i�'S�Q f�l��- ��` ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO MET�I SHALL FJ(TEND AT LEAST 3 SCREVJ THREADS BEYOND THE MATERIAL.N70&N72 1'X 4'X.375' t'X d'X.375' p,L�(UM MILLE�f�,P.E. ANCHORSINTOWOODMAY6ESTEEL,'I&85.S.OR4109.5. 'T•-MUWON MULL�ON FLP.E.#58705