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TABLE 6A �� ~ Mulllon Ce acily T�ble(IbaHl�) � �� . OpeningWltlth(forveNcefyapamlrgmiilions)orOpeningHelgM(fnrhoAzonlaYyspemingm�lon.a) �k�' < soi� soin 7oi� sotn oom �oom fmm IdON te0in �� o reecm�,w rmpmare. ��aream neaRamm- acaana+�r ncWmma. r��a�em nsNT++e�re. aeaenwm rrewmm�¢. nec�ma�+� �N��a r��w�• rmpmm�a. rc��e�am TrewT��u. ndanwm. naorreare. a rc 1 x d x.426 ��9 LoadM loe6n9 Lo9&19 Lae4�8 Loed�p Loednp Loadn9 loudm9 LceA�9 Loed`p lnedm9 lAednH LnaAng l0aan9 I.oadne loe&n9 LaodW �Y U PIum.TuGe �s,. a �., � � �... -�i 'Fc.. � �._. �i �.. � '�t... � �.. � Mulllon � �� 8� � �� N �om � �� g� �� z �� �21n 170.0 620 170.0 136 170.0 TN 170.0 �7E 170A 689 170.0 60B 170.0 8Y2 170.0 6tB 170A 1118 .17D.0 621 170.0 1210 1760 BY1 170.0 tIBB 170.0 621 145.8 1489 1T0.0 621 127.8 14E9 170.0 621 O � J �Bln f70.0 708 170.0 621 170.0 850 77�.0 S84 170A 892 17f1.0 670 170.0 110� 170.0 6B1 f70.0 /Y75 170.0 877 168? 1303 170.0 � 1]0.3 1903 170.D BEO 111.7 1303 170.0 B80 97.7 170J 170.0 6B0 � 2. 9 WA351n 170A 74T 17C.0 683 170.0 886 17a.0 631 170.0 10/8 170.0 BM 170.0 N9b 170A 7A 158.1 1235 ITQ� 7�7 T10.6 7�75 170.0 768 117d 1235 f70.0 76G 1WA 1216 170.0 756 W.8 7T35 170.0 738 g �$ � 641n 770.0 787 170A BfY 170.0 B56 170.0 881 17Q0 1116 170,0 764 761.4 f168 170.0 EW 137.2 1168 170.0 BJ7 12J.6 1168 17Q0 868 102.9 N68 I70.0 801 BB,2 it6e 170.0 681 TJ.2 1168 1T0.0 E61 ' LO M O BOIn 11Q0 B85 170A 701 166.7 101Y 170.0 7W 1�2.8 10a 1E1.1 &12 115.1 1d2 1�8.7 B18 111.2 1092 136b 801 100.0 tOt4 1J0.2 701 83.� 1012 125.7 782 71.8 1012 125.1 T02 62.8 1062 1R5.1 7!2 � � J 691n 170.0 670 170.0 715 161.2 vY2 .187.8 B18 1ffi8 Y�L 1MA 788 173.4 BB2 731.0 703 100.6 882 12fA 7G8 80.7 B92 1/1.6 76B 788 882 108A Tde 61.8 892 108.0 7M 58.7 802 108A 749 ? 7 5 661n 165.4 84T 170.0 788 1�7.8 947 140A TE8 71E.1 6N 13oA 78! 1N./ 817 117.7 T52 81.8 8�T 10&7 73B Bi.7 817 1M.i 7Z! 68.9 91I BS.1 71� 69.1 9/7 9L0 717 51.7 94T 81.0 7{7 Z �� gT21n 115.8 0!9 1/27 737 1132 Bf9 121.6 7T2 87.0 04A 10&8 .TOB 01.9 819 8&1 BB6 76S 849 BB.i 688 b7.8 &Y E27 W5 399 849 76.J 659 �M.5 699 725 652 �2b 840 72.{ 65t � W� � �W 76In t1b.6 782 1Y0.7 fiW 98.3 7� 102.6 852 02b 78! 80.0 660 72.2 762 80.8 6� 812 762 7{2 620 67.! 7GL. 69.2 B13 dB.7 762 62.8 602 41.7 762 b38 597 �8.1 7ffi 59.4 685 J V1� � �Z � TBIn 108.9 721 111.� Q4 89.0 72� 9{.e Gl1 76.3 7TA 8P.8 609 fiB.E M� 71./ 39B Se.� 724 06.1 691 67.1 791 83.{ 5&1 �4.6 72{ 67.3 573 3a.2 72! 61.3 687 33A� T19 53.6 b65 F J � � 7 ¢ � O BOIn 09.8 613 71b �B� 68.0 SIS 80.7 471 48.7 643 R.B �86 47.5 6{3 {7.1 C68 �fl8 5�3 �Z.B 452 31.0 61J 39.b M8 2d0 61J 3/.8 p8 2I.8 613 321 130 T1.7 5{3 30•7 I76 � � Z N � BB H 37.3 47b BB,e 127 �7.E �78 19,7 {18 10.9 �78 r32 1f2 35.E �7� �9.5 /08 31.8 {7! ]f.E 100 20.T �7E 320 3BS 23.9 {7B �.7 786 20.3 478 27.0 380 17.8 �7B 24.2 378 ' � N� �O� 108 N IO.J �71 /1.5 711 33.5 377 31.8 33.4 28.8 S7! 30A 7J0 7b.2 777 2B.B 3I5 22A JT/ Y1A J21 20.1 JT7 71.0 �17 18.0 J77 /BA 310 1�A J17 77.1 3W ' W � 7111n 37.1 J5T 77.E �3 �D.9 357 31.0 31B 28.6 357 27.8 313 732 a57 1{.4 709 20.8 357 Z2.0 703 1l.5 357 20.7 SO1 154 �37 17:� 201 � � N � 1�In 28.3 SOB 28.8 278 24.5 3J8 25.1 27� 21.0 JOB T1.7 270 18.3 306 183 287 183 306 17.3 �.3 � X Q O O IMIn 77.0 212 172 198 0.�� Z m�`^N TABLE 68 ANCHOR CAPACITY IIDJUSTMENT FORMULA: �� 6� MchorCn acl Tabla Ibs ANCHORCAP.,,,,W„ '� �, "'+�� SubsWte: 2.7k Corcrele 3.5k Caw. FIoOrn'CA1U F9ed CA1U Fi WooC Metat (DP)x( �=IWCHOR CAP.,,, y�b•� 7/4'SSEko'J18'Elco 1/d`SSEko i10Sfeel N12Sleel C1231ed MULLIONCAP.,,,,,,.mF Mwtrorrype: alta'ekoUluacon �14•ekoUlvacm �u�� 9ts'EkoU�aecm tra•FJcaUivazm p�oeta W�econ Apmece�a swcw(aa)Saaw(o51 "x�(a) USETHISFORMULATOOBTAINTFiE"ANCHOR AnchorCllp Patleme eepe q;�ancopn. �• 2a2^ r s-irz' a�vB' �' z-�n' i' 2-in' Z' 31lB` 2 o.4e• otw• oa24' CAPACITY REQl11RED"COftRESPOND G T Emhedmnl(W: t-3t4• . 13l4•- �•3'�' a7�a• 2 t-7/a• 7-0/4' 1-011' 1-0/4' 1-0IP 1-1lP 7 1818' t3�e• �aies ACTUALPRESSUREREQUIREMENTFORTHE z aochas�a.7V Mln.o.c.l siennere a ortset cep(Fq.i82k �� 45o mo eeo roa, 7w1 lbs aio Im �so ms a51 Du 7�0�s a�4 ies 6e�ies e�a ron aa1 roa �42 im seo ms OPENING.W HEN li IS LOWER THAN TI-�MULLION � �qneiwis @ s.zs i.un,o.a�sumea�a oe�eq ap�q.aY �oo no �ro ros 5eo� �^�o�ba �ms wn sao ios wn aso ms Wa eao�be wa s�ws ea5� ti2o ro% CAPACiI"Y(FROM THE TABLE)OF THE SELECTED eMatrom�tl5'Mln.o.nlSieMard(ao�et)Cnoffq.�Y esoro.+ tnooius tun wa w� Wn veomo w� wn wa wn WA 7aa7ms moros sz�oms MULLION.ITWIU.YIELDAMPIIMUMANCHOR �AnClpfe�3'Mha.C.!(q9i5MpeWps7fflp-6). 7Boms 780@0 68UWa f6801ba i8Be6s 57a@s SBOI�s tUA 7fAlbi 74BtDs B801bs 7892Ns 882fba BB31M t120IDs CAPACIIYWHICHMAYBEUSEDi00UALIFY . en�Mre�a'huaO.a�R)�+5e�nplaG�pnl(Fb�eE tflolba n7uins tmows za4oros 2E16as eWros e4owe w� ttaoim ttzzn+ t32atbo ss3slou toesros ��bc trdoros � ADDITIONAIANCti0ROP710NSFROMTHE 4AmMre�0.45•MIn.O.C./IWW,lnlo.125'AWm.(Fq.lY WA WA WA WA tUA NfA WA N1A N1A WA NM WA WA WA 1�309s ANCHORCAP/1CITYTABLE pRWUC'I'REVISED 2 Anchas�2.25'hM O.CJ FLIIp(Fq.B) 35D @s 9501M PBO ros 705 @a 4781ba N/A 780 Ibs WA 315 tDa WA 140 IOS WA 9411M A4216a 6691bs m complyh�d wifh tiw FIMi� 4 Anaha¢�1.55'MIn O.C1 FQiP ffq.Ok 480 Wc 7001rts WA N1A NIA WA 3HD Ae N/A' WA WA NIA WA 6BZ W eA51os 112010s � 1.000' r- Aceeplanco No��b��8•�� NOTE;FOR'THE OFFSET q.IP,USE THE SAME ANC1i0R PATTERN AND ANCHOR VAIUESAS THE STANDARD CLIP Hxpimlfon Date�/fyZ� TABLE NOTES: �Y ' FIGUREI: FIGURE2: FIGURE3: FIGURE4: FIGUREH: FIGURE9: M��t � �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON U31N0 THE TABLES AND SHEET 26 FOR INFORMATION ON LDADING.Sff �\ / • • • • • s • • • � . i � � • SHEETS2-4FORGENERALINST�ILATIONMETH00.S. \��a ,_ ,.,_.1/(��i�� 2j LINEAR INTERPOLATION BEiWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. ��GGNS�'.,�Q � � P�' '•.ir% • • • • � � • • � • 4.000• • ,lo.5fl%05 ' - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES _ �'; � TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 27-23 FIGURES SHOW /' - " FIGURE 5: FIGURE B: FIGURE 7• BUOGESiED,APPROXIMATE HOLE IOCAT10N5. �"�y'',LL'� �6 :,U� • • • • 4)SUBSTRATES:CONCRETE 3HALL CONFORM TO ACI 3D1 SPECIFICA710NS.HOLLOW ANO GROUT-FILLED %��n'• gT;l E F . �� � � � � �� CONCRE7E BLOCK UNIi�CMU)SHALL CONFORM TO ASTM G90.WOO�SHALL BE PRESSURE-TREATED YELLOW 125" % .(�r'•.,!'CORiOP... ��. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8003-TSAND BE A MINIMUM OF 125"IHICK.STEEL ��Sn ""�� \`��`� STUDSTOBEAMINIMUMORADE33AND.045'THICIt(18GAUGE).STRUCTURALSTEELTOBEATLEAST 725'TF6CK � �/i�`�1��11�1I4;��`' ANGLE CLJP(FIGURES 5&6)MUST BE USm IN PAIRS. ANO A36.ALL ANCHORS INTO METAL SHALL IXfEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10& �•X4"X.125' A,LYNN MI�.LER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 9.3. MULLION FL P.E.#58705