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TABLE 16A �� Mullion Ca �o Table beMl� �� OpeningWidth(far�eNcaiysperrirgm�Giau)orOponlnpHelght(fnrinrlm�iea�spamirgmUGons) ��'C � r,pN Bph 701n BDin BOIn 100In 1201n 7�OIn 1BOb p RedwWler haP�itlae9� ReNenguler haM�enO. Reclen9ular TfeARdm�B. R�mnp�lar TrepRdenB. Rectapulm TraplTAmg. RaoterpWer Tr�JTdefW. Rec�enqler TreNTdenO- Rectenpdar T�ap/ftlen4 Retten�ular TrePRAen9. �.�y � 7.26"46 lneano weane loean0 lm�nu l.om9na Loasr�g l.oeang lm6np l.oemw lnaang Lwaoe Loamnp l.oedare lnHsnB I.aaaw Loeans tnodiro tmdn9 Y OEO.AL � . a �,_ �O' �„ • BAYMULL � �� ^ �^ � �^ � � g � � � �� .m � �� s �� a �� �� a �� . �� g o �N� � 121n 17Q0 �0 170.� �95 1T0,0 7M 170.0 �78 770.0 BBB 170.D 608 170.0 B� 170.0 S10 17Q0 11f8 170� 521 170.0 721a 17�.0 S21 170.0 140D 170D 521 t70.0 7775 170.0 521 180.3 187f 170D 621 � W IBY� 770.0 708 170.0 67A 7T0.0 B50 170.0 58{ 1T0.0 �! 170.0 QO 170.0 71�7 170.0 M1el 770.0 1275 170.0 W7 170.0 iN7 170.0 880 183.7 1831 170.0 660 1�0.7 1837 i70.0 BEO 1t2E 1637 170.0 880 � 2 fi0.B251n 17LL0 7�7 170A 507 170.0 B78 170.0 831 170.0 1018 I70L 8&/ 170.0 NBS 170.0 7Zi 77Q0 1315 1T0,0 717 170.0 148/ 170.0 75B 147.7 1662 170.0 75B 1�.1 t55Z 170.0 75B 71Q� 7551 770.0 739 W �$ � Slin 170.0 7B7 170.0 B12 t70.D 95B 170.0 B91 1740 1f10 170.0 761 170.0 tY76 170.0 BIXi 1740 1�7{ 170.0 877 155R f155 170.0 858 128,3 1�55 170.0 EB1 170.0 1�55 170.0 E81 W.O 1165 170.0 B81 LD 0 f' c7 BOIn 170.0 885 770.0 70f 170.0 1083 170.0 7W 77d0 17A0 170.0 878 197.1 1308 170.0 B�4 198.7 1708 170.0 BOB 175] 1908 187.5 BB� 1W.B 1309 157.1 B8Y &9.6 1308 167.1 BB2 7Bb' 1JOB 16T.1 BB2 H � � J J aitn 170.0 B30 170,0 7�5 170.0 1NB 170.0 850 184.9 72O 170.0 810 1125 1217 184.5 BE7 120.7 12N 1529 889 I1�D I24T 1M.7 852 85.0 12�7 178.2 83B 91A 1217 135.7 �035 71.3 12q 175.7 835 W > EBN 170.0 47/ 770.0 70B 170A NBY 770.0 B03 fl8A H80 1017 885 f2B9 1480 147.Y 0/5 116A H80 17fl5 82d f03b HBU 128.1 81� EB.B flY0 71&5 CBO T�.2 1180 11E.1 B87 6{.B I1B0 5181 807 Z V1$ � '� J � S721n 181.E 10f0 168.8 677 73A.7 10f0 tU.e B58 NSA 1010 R7.2 812 101•0 1010 111.T B2B E&8 1010 1DS6 617 L0.0 1010 09.Y 807 07.0 1010 80B 7A5 57.T 1%0 87.B 7B0 SOS 1010 E7.7 7Ei � -� � 7B N 137A 806 743.E 782 174.5 ODB 1720 775 B&1 008 107.1 781 BS.B 908 782 7�9 7&3 808 6B2 T56 ES.T 8DB B27 728 57.7 e0B T1.7 71B �0.7 ODB 7f.2 710 /28 BOB 70.E 706 � �o z � � � 7BN 141.1 B81 134.5 75i tOS.B BBt 1125 770 90E 001 86A 725 7B.I 881 8E.5 713 70.8 681 BI.O 703 87A 881 75A 89{ 530 BB1 86.t O61 t5.1 801 81.5 B75 SA7 A81 Gf.7 W2 Q m z N O BOIn 82.7 8/8 B6A 571 88.0 848 721 561 59.1 818 62.8 551 51.7 BM 50.1 515 {0.0 610 60.8 637 �1.1 &6 �7.0 530 3lS 818 {1.5 51B 2AS 61B 38.2 511 25.0 81E 70.6 507 98N BB.Y 98E 70.1 508 SB.B S6B 5D.1 IOD IB.7 588 51A �91 �2.8 588 /5.8 IE3 37.8 Sfi8 41.4 �70 71.1 56B 9b.1 4T0 2E,4 5BB 33A �50 2/.3 5B8 30.5 �52 21.3 5BB 28.7 417 N W� �080 109h 17.9 41B 10.8 105 3H.6 M8 411 SBB 3/.2 41B 3+.7 �97 2B.B M9 31.T 7W 7d6 ��B 2BB J82 9.B MB 2&1 377 10.0 MY 71.7 760 17.1 MB 20A 7B1 16.0 140 18.8 35B �" 1HIn M.f IYS IS.O 3E5 38.8 125 379 378 31.5 125 72B 773 11.9 125 2B.1 3BT 245 �25 28.2 7& a.1 �25 24.0 358 18.1 �25 7D.7 550 15.8 �S 7B.E 3{3 Y Y F p fD tA 120In 3/.9 36{ 35.5 331 29.7 38{ 29.8 326 2�.Y 3E4 25.8 321 Z1.8 361 Y2E 317 18.4 384 245 313 17A 761 18.T 309 Q..� Q O O 114In 402 453 2Q1 233 1BA 253 17.1 290 ga�g �'O Y.O €�°'.� TABLE 16B ANCHOR CAPAGITY ADJUSTMENT FORMULA: -t� � �'x AnchorCa ac Tabla Ibe ANCHORCAP.,,,,,,v, g a� sueshaie� 27kCawrete 7.5kCaw. Nooav� FeeAtlAU PTWood Metai (�P,,,,)7(( )=ANCHORCAP..,o 916'Eko UP9SEIw 5118'Elw 111'88Eka pl08leel Af181ee1 N72Stetl MULLIONCAP.,,�,,.,,, Anc�orCllp Patteme RiahorTy� ��P EkoU4acon t�4•Eroo uitrecm uiu�� 3H8'Eko Ultrecon 1N•Eico Uniecm ��s� �,�coo npyrecoior s�rewtas�suow(cs� saew(ct�) USE 7HIS FORMULA TO OBTAIN THE'ANCHOR eaw asurce(+nk �' Z-�n' �' z-irz' r�re' r Za2' r z•�n' 2' 3-11a' 7 448' 0.5e' D.324• CqPACITY REQUIREO"CARRESPONDING TO AN E,,,peyr,em�n, �.yr ty�• �air wra• r f-+rr t-v�• +-ua• �aw• i-vr taro� s• ia�a �•�re• �enes AC7UAL PRESSURE REQUIREMENT FORTHE znncnore�5�heno.c.ra)usa�aa+w��h.�i ��s 3eo�ea <wus esnws trmms obs seo�s as�w> »owa a»iss rmroa ee6rea a��ms ��sm% seoros OPENWG,WHENITISLOWER7HAN7HEMULLION a�rcnao�as•ntia o.a�R)�saqie ans��b 2Y �� 7eons �eo�s �B�o m' Zsas im s4o e' sso m� wn nx�e� �4e im eeo ibs teaz ies ee2 ms B85 i�e 11xo ms CAPACITY(FROM THE TABLE)OF THE SFlECTED • 6Arcrne�2.7t•A9rt0.C,IR1715MmeOWs/ .3x 7t2o�Gs 1710iw 95aW u�etw Y25�ms rUn e40ms Wa to591Ce 19A 1710�Ga Wn taams i7t7ms taeoms MULLION.ITWILLYIELDAMINIMUMANCHOR CAPACITY WHICNMAY BE USm TO�UALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PI20iJUCl'REVISED as complyins�vith Cw FIO�im FIGURE 1: TAeLE NOTES' ftuitding Code n�aM�,�t.ro 16•oZ18.o3 � � 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABL6 ANO SHEET25 FOR INFORMATION ON LOAUING. En i�wlonDax ZO'ZI SEE SHEEfS 2-4 FOR GENERAL INSTALLAT(ON METHOD9. p 2)LINEAR WTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING W IDTFIS IS ALLOWABLE. - Mtem lmduct FIGURE 2; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR F�(ACT DIMENSIONS,SEE SHEEfS 21-23. ��`y\YNA!/�� � � � � HOLES TO BE DRILLED IN 7HE FIELD FOLLOWING DIMENSIONAL RE57RICTIONS SHOWN ON 9HEE7821-23. 12S -45°- �\�;� •• • {�� ' FIGUR6 SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ` ��:•��G�NRg � � � 4J SUBSTRATES:CANCRETE SHALL CANFORM TO ACI 301 SPEGFICATIONS.HOLLOW AND OROUi-FILLC-0 3250' Np 5h'�= _ FIOURE 3: CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO A9TM G90.WOOD SHN.L BE PRESSURE-TREATED - � _ � � � � YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MPIIMUM OF.725' �,�'•,a. � $ �� ;'��j'= �� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).3TRUCTURALSTEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHOR81NT0 METAL SHALL EXTEND AT LEIIST 3 SCREW THREADS BEYOND MULUON %'T� g P,l L-O� ,' ��'`: THE MATE}21AL#10&ti12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S OR 410 S.S. P,•� � ',n�c� r�.omv `�Ci` ANGLE CLIP(FIGURES 1-3)MUST 6E USED IN PAIRS. ��i�i�.S�().�!p�-t � A.LYNrv��yU��QR;b.E. FL P.E.#58705