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TABLE 6A a�� g � •
<br /> Mulllan Gapac7y Tabie absHt�) g
<br /> n i
<br /> Qpening Wltlth(forvartice!ly�sparcirg miIDloru)orOpening He1g1d(forloAmNery-spaMrg m�as) �C b Q
<br /> HOin �Il � 70in 9DIn 901n 1�Om 12aN 1tDln 7fi0N �' � O
<br /> R�tmpuia haPR�enp. PecfarigWr TaplTrienB. RecfanOWer Tnp/IXmi9. Rec�pnWla� YeM�& RestmiWar Tradllia�a. Reetong�lar 71oP'men8 RecEmO� T�p/1'rian& Fec�a�g+7ar TmPrt'rb�& Rectmplx TrtWTrtanp. �` �
<br /> 1x4z.125 faadin9 Lae9n0 Lw�n7 ��a��0 WadnO Loadn9 Lm�ne LoadnO tneun9 Lne�6 L mBne LcadlnY LoadnB Ica&+➢ Lm�nO L o adny L a e dn9 l a e�nG gY o;
<br /> AIURi.Tuhe 9 $ S E' z' �' r .�' � �' F a' &' �' 3:' �' o .„ LL
<br /> Il�elen s�m �a.. �O, �`. �,, u �C .. � � � a� � �C.. �rs �,. � a_ '� �..
<br /> � �G � �� � �� � �� � �� � � B � �a � �� a �� � �� � �� € �. � � � � � N
<br /> �a a � s � � � - � a a a s � � �' $^ �� � �a � r�
<br /> `� � � �- fr� � 6 � �� �_ €�' �� �� _� e� 5€ �.�x €�+ a� s � a� E �g � g� a� s� `P €� �_ :s� �� c �o�v �:
<br /> �� a�� �� a�� �� a�� �� a�� g� �aa =� �� � �a� �� �� �p $p 5 �§ � }t� �g � z� g .�� a � }`� '� a�� �' �a� �� s� � Z �,�� w
<br /> gc S K So K � �c ¢y fc �c �c K g2. dK f� 4K '�� 2K fE <� � �fG �C � da4 � �� ¢K Zo ¢K W
<br /> 42fn 170A BTO 170.0 1�19 170.0 714 7T0.0 4T8 17U.0 868 170.D 5�6 770.0 B91 170.0 619 1700 1176 170.0 621 170,0 134G 1740 fi21 1740 f/88 170.0 521 1{S.B 1188 170.0 521 127.8 1489 7�0;0 621 y � _
<br /> w N
<br /> {EN 170,0 70B 170.0 44 i711.D 850 170.0 881 1T0.0 892 170,0 6J0 170,0 1133 170.0 681 tta0 127b 170.0 6TT 756.3 1307 7740 6E0 130.3 1303 170.0 6B0 111.7 1303 110,0 �0 97.J 13W 170.0 6B0 � � � (n
<br /> y
<br /> YJ.62SIn 170.0 717 170.0 5&7 170.0 696 170A 631 170.0 1048 170.0 684 170.0 1'Ib5 170.0 777 156.1 1t35 170.0 747 14R6 1273 1'10.0 7S6 117.Y 1233 770.0 756 iW.4 12J9 170.0 7:� 87.8 196 170.0 766 W O S F
<br /> 64in 170.0 7W 170.0 672 170.0 A% 1760 �1 no.a 1116 170.0 734 134.4 ��� 17U.0 OG! 7372 1t5B 170.0 837 1Ab 1158 170,0 B56 tU28 i16B 779.0 861 89.2 1188 170,0 EBt T7.4 1109 170.0 E01 � Q] O (n
<br /> 6�In 170.0 785 170.0 701 ifi8.7 1042 17U.0 747 14t9 1612 781.1 6'12 175.4 1013 7<6.7 815 1111 1091 136.0 E01 100.0 1062 130.2 79/ 0]A idt2 125.1 7@ 71.5 1U42 125.1 7� fi23 1W2 125.7 T!3 � F. � (�
<br /> 831n 170.0 830 770.0 745 151.2 fi52 167.6 019 1236 9Y1 144A 799 113.4 892 13i.0 �e2 ioae 9B2 121.4 7BS 80.7 882 1U.S 738 75.8 BB2 tae.4 7�3 61.8 992 108.0 7M 66.7 be2 198.0 TMt U � Q
<br /> � 68N ieSA 947 1740 T89 137.8 907 1�/B.0 78B 718.1 &47 170.3 769 103.{ 847 117.7 TSt 81.9 847 108.T 730 827 9fJ 1022 7Z7 fie9 B47 85.1 713 59.1 '9d7 84.0 711 57.7 B47 94.0 711 Z Z, �z � _
<br /> U� U
<br /> � TLIn 136.8 !/9 1{27 777 t132 849 121.6 772 87A B19 10fi.B 708 H4.Y 648 98.4 89E TS5 d49 68.7 608 67.8 619 02J 875 66.6 849' 75.3 fi59 48.i 049 T15 652 �1.6 B49 724 661 W Sc �0
<br /> 761n 116.5 762 120.7 665 P9.7 762 1�7.8 652 82.5 762 80.0 600 Tt2 762 BO.B 82A 64.1 7fi2 T�.Z 610 57.E 7F2 682 613 4l.1 782 6Z.B fA2 N.7 762 68.9 597 36.1 7Q 89.i 595 a J fn �Z
<br /> ui
<br /> f 7Bln 178.9 724 111.4 6J4 89.0 T24 84.8 6t1 76.3 724 �.8 60.9 68.8 T1A 74.4 598 69.4 726 68.1 591 51.4 7M 81.4 9E3 {4b 724 67.J 573 363 TZI 54.3 567 314 77A 57.5 E65 ¢ J � .n-�
<br /> 90m 89.8 613 77.B 4B3 6&0 64J 60.7 47� 4B.T 5/3 524 <6B 4J.5 61] 17.1 4:�9 7B6 fiA1 4Z9 452 34.8 593 59.5 Mb 2A0 6d3 SA9 .178 24.8 517 327 430 2L7 641 30.7 � � z � a N �
<br /> Q � Z
<br /> eein 57.5 478 %.9 427 d7.B 179 69.7 �19 10.9 478 732 912 35,8 470 3E.5 4m 71.9 47B 349 {00 P8.7 478 320 385 YAB C76 38.7 3E6 7a.5 S'/8 ?5.9 990 179 I78 M.2 776 � N N� g0 ti0
<br /> 1081n �0.3 3T7 {1.7 34I J3.5 3!! 34.6 335 28.8 377 30.0 3i0 251 37T 26.8 327 7L4 377 2f.0 721 ffi7 377 ?20 317 1&8 37T 19.0 370 1�A 377 17.1 3W r- (/� � �
<br /> 1111n 37.1 35! J7.8 373 30.8 357 31.! ]78 2b.e 357 Z7.8 313 23.2 357 24.� 3W Y0.6 357 72.0 305 18.5 35J 20.1 301 15.4 357 17.4 9S � � X� Y X
<br /> �ph� 299 30B 79A 279 24.9 JU9 78.7 271 21.0 308 21.7 Z70 18.3 JOB 182 '18! 1&3 306 17.3 ?S3
<br /> �S U X ¢ � �
<br /> ,um n.o z,x ��2 ,se � a�� Z tp (O
<br /> m
<br /> TABLE68 ANCHORCAPACITYADJUSTMENTFORPqULA: D°- �a �m�
<br /> AnchorCa d TaEie 6s ANCHORCAP.,,„„,,,� U� � � �-��-�
<br /> 9u�Ndta 271t Carore[e 3,Sk CaM. Halfow GUU Fpleil CMU P7 Woord Me181 (OP,�,)X( )=AP�.f'HOR CAF.,,a
<br /> Y76'a�o ua^ss�ca Sie•oeo �a^ss� kiosiee� M7281ee1 uuemd MULlIONCAP.,,,,,,,.e pRODUCTREVISED
<br /> AnchmTyp� 9I76"FJcoUhacan 174'EkoUltrecm 3H8'EkoUltracon 1(4'EWoUc7cm
<br /> AnchorCllp PattMOs ultracan ApgreGatar utlmwn Apmecma saaw(G�Screw R35} sciew(G� USE THIS FORMULA TO OBTAIN THE•ANCHOR as eompiying with the Flodda
<br /> Ed�astence{mT �• 2-1rz' r 2-in' �-vB^ t' 2-7R` 7' 2-vr 2' �1le^ Y o.4s' a.54• a.aaa' CAPACITYREQUIRED'CORRESPONDINGTOAN Bu1lAingCode
<br /> EmbetrnemMk �-yd" �•y4 1-314" 1-314' 7 1-1ls 7-1W' 74l4• 1d14• t-t!4' I-0�4• 7 �J13 13iE• �eAes AGNALPRESSURERE�UIFiEMENTFORTHE NOA-No. 17-0630.01
<br /> 2Mclam�4.7SMln.O.e,/BmndaNwOlC�etGlp(Flg.182Y ��a 7sotm a5ole. esoros tsaaios zrams �oinn o54me 7aalba 3741bs 6s4ies saslea a4tms 4421bs 6eoioa OPENING,WHENITISLOWERTHANTHEMULLION �PirodonCate05(26/2027
<br /> 4 AmMrs�224 MIn.O.C.!SWndaU(a 016e1)CIIDlFIp.3k 7ao ms �ao�a seo a� in�o i� es2 m� Wa seo in� wn esa roe wn eaa iea run eez ioc ee5 iw �iso im CAPACfTY(FROM THE 7ABLE)OF THE SELECTED
<br /> BA�han�l.7SpAfn,O.C./64ridmd(ofOHsat)Wp�Fip.4k �ms t4uoibs WA WA WA WA �soino wA wn wq nm wn ta53w+ tTroiha 72aoms MULL.ION.ITWILLYIEL�AMINIMUMANCHOR gy
<br /> 4A�CInrs�3°MIR O.G/R)'�%6 Mgie COp9/(F�.�: 7ea ros Tao 16e Beo ma 1500 ms �ese Ns 54a me 6eo les wA Teo Ioa 7�a Iba eeo lbs 7b911ha sB2 ms ea5les n2o iea CAPACITY WHICH MAY BE USED TO QUILLIFY AAiam� e Pro uct Con
<br /> __ 6Ancfqfe�]'kN.O.C/(1)2[SMB�a Cllps��p.U): 11701W ma me io2o ies z�ao ns seaa ws e�o ms eno im NIA �uo im �iaz ice +sm im sa�s� �ou i� +an im �sea ms ADDITIONAL ANCHOR OPTIONS FROM THE
<br /> 4 Anehors�0.45"KJn.0.0./LLtltp,lnto.715 ALm.(F7p.7} WA WA WA WA N/A WA WA NIA tUA WA Wp N�A WA WA 1/30�Ls ANCHOR CApAC1TY TABLE
<br /> 2 AnrJia�s�2S Min.O.CJ FQip�q.Bx 39�Ibe A50 Qs 2901b� T0.516a 478 Poe NN 28010s WA 3751�s NW E401bs N1A 3C1 Iba 9d2105 6W IDs
<br /> {MCM1ore�1.15 Mln.O.GI FC7 tFlo.9k 4b�Ibs 7001Es WA WA WA WA 3801Es WA WA NJA WA N!A BB2 Ns 9851m 11PO Iba
<br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAF2D CLIP ' �j 7.000' f--
<br /> TABLENOTES
<br /> FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9: ��sEE SHEET t FOR INSTRUCT10N5 ON USING THE 7ABLES AND SHEET 25 FOR INFORMATION ON LOPDING.SEE
<br /> • � � � ° � • • � � • � SHEEfS 2-4 FOR GENERAL INSTALLATION MEfHODS. � i
<br /> ��� � � � � .��� NY LYNe '(
<br /> 2)LINEAR INTERPOLATION BETW EEN MULL LENGTHS AN�/OR OPENING WIDTHS IS ALLOWABLE. `` �:�0''��GENS'��� /%i
<br /> 4.000' � �'.
<br /> � � � � � � � 3J MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR IXACT DIMHJStONS,SEE SHEETS 21-23.HOLES '�P��
<br /> TO 6E DRlLLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =*: No.58706 •: *=
<br /> FIGURES: FIGURE6: FIGURE7' SUGGESTED,APPROXIMATEHOLELOCATIONS. - : _
<br /> ='O : /�
<br /> • • • • 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUi-FILLED %A,�• b � I�:'W�
<br /> • • • • �� � CONCRETE BLOq(UNIT(CMU)SHALL CONFORM TO ASTPA G90.WO00 SHALL BE PRESSURETREATED YELLOW .125' �O�'.. S A7E F ; !V�
<br /> SOIITHERNPINEWITHANSO0F0.55,ALUMINUMSHALLBE6063-T5ANDBEAMINIMUM OP'125"THICKSTEEL � (C '•.F�ORIDp;.•'� \��
<br /> ANGLE CLIP FIGURES 5&8 MUST BE USEO IN PA1RS. ANDDA36.ABL ANCHORS I TO METAL SHALL�IXTEND A�T GLEAST 3�SCREW THRFAD55 BEYOND THE MATERIAL z701&K T /��''ss�ONAL ENG��
<br /> c ) ,•xa�x.,zs A.LS�aw►niu��e,P.e.
<br /> #12 ANG10R5 INTO WOOD MAY BE STEEL,'I&8 S,S.OR4105.5. MULLION
<br /> FL P.E.p 58705
<br />
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