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TABLE 4A �
<br /> MuBbnCa ae Tabk ��� F
<br /> OpeningWldth(forverHcelly-epanningmuAioire)orOponingHelgMl(forhorizqnlaAy-spennlrgmuifiona) ����+ Q
<br /> com eou� 7n�n eom eoin ianin �aoin team �eon, � o
<br /> 1%2T6X Reei�pdo+ Tr�+tiiwR. Wict� Tnyirier�. FtecSenBUia�' T�ap�}�enB RectenpWer '�TriaR Ract+nqWr TnN'tAen6 RaMar�p� Te��Trierq. RxtanWar TmM+i�. Reetergda Trsp`ti�en9� RecienP�r Tr�Ni'�0 �a� �
<br /> loudrq toeMng loedlnp ��dlnp t�tlhp CnealnB Coetllnq Loadbg. LaeEfnp La�drp toedfnp lewf'inp Lmdrg Laodrp twdrp Loedlnp LaMfrp Loedinp �� �
<br /> .860 Atum.
<br /> T�a� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �g � �� � �= � �� � �� � �� � �� � �� � �� � �
<br /> pkiNWn
<br /> �� �� �� �� �� �g �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �g �� �� �� �8 �� �� �� �� �� � ���
<br /> 12kf t7A4 626 iTQA S36 1T4.Q 7M 174.8 �7@ iT0.0 888 yJO.ff St18 170A 46t }TQO bt9 iT4.Q NM tT4,0 52t tT4.0 14f0 170.0 52t T74A 14@e 1Rf.0 621 568.7 1820 17R4 62! t3&6 Y82tt i70A 521 �
<br /> �Bln i70,0 70B 170A 5�4 170,q B50 170.0 589 770.0 84! 170.0 E30 770.0 1i83 770.0 881 170.0 12l6 170.0 B77 �70.0 7477 170,0 880 141.7 1�17 170.0 6B0 191.5 1417 170.0 8B0 108.3 7477 17tl.0 BBO �
<br /> 50.9261n 770.0 7A7 170.tl 983 170.0 69B 170.0 B91 170.0 1bIB 170.0 BN 170.0 1108 17o.a 73g feY.e i2Be 170.p 717 1d9.8 t4Ee 17p.0 758 121,p 1288 170.0 758 1P1.6 1298 170.0 76B 91.1 14BB 170.0 759 � ��
<br /> 6dk1 174.0 7B7 t7QA 672 1TO.Q 958 1T0.4 69S t70A ffi8 17RD 7S4 t6U.7 it30 170.0 603 199.9 Yf3D iRJ.O ES7 520.8 tt� 170A 858 9p6fr i}36 l7U.0 86T 88.1 11� fTQ4 �f T5.3 if3Q 1T4A e@t m �
<br /> 601n t70.0 BB6 170.0 701 149.8 913 192.3 7B1 125.5 Bt6 iM.S 7iE 108.9 81E 1.712 785 B7.B 975 7R3.B 748 Br.� B15 118.8 7T0 7a3 B18 110A 7t6 E2.B 916 77<A >i6 64.9 615 114A 716 �
<br /> 87M 181.8 030 181.8 710 129.6 830 139.8 EB9 19E.5 B30 143.4 Btlt B9.B &90 1722 870 BC.4 b80 1M.9 B82 7'J.9 B30 89.4 85B 89.9 !30 01.5 099 W.Y 680 BO.f MB a7.4 890 80.1 890 � W� �
<br /> � 68kt 18'l.t 76T fMi.6 854 110.4 75i 1t5.8 838 64.3 78T 7�.@ 824 �i 7D7 He.t 8t< 79.i Tb7 eB.t 8U8 �.0 7W 89.2 80p 66A 7b7 16.0 fi93 {T.2 767 782 bB1 11.3 757 78.2 391 � � �
<br /> � T21n tOt.7 838 10B.E 552 eqA B9B 81,A 6i0 72.7 89B b0.i 530 b9.B e]6 72.2 621 BB.S 83B eB.6 014 50.0 B3B q1,$ 80B 42A 838 67.2 6tl0 30.9 839 65.3 4B7 97.8 83B 66.2 AB7 '� �
<br /> � 7'eM BB.5 671 7�.A 490 721 57t 7'9.B �BE 6. 71 4A4 470 60.1 tl71 !OB d77 480 S'71 %.9 I64 A3.2 577 51.b 459 39.0 57/ 47.0 46Y 30.8 SYi 44.8 497 27.0 671 M.6 MB ,� _
<br /> 7aM 8llQ 642 89.4 47/ 89.T 8i2 7Q.8 18S dT.t 812 d2.t �68 S�.Q SR �.7 Mp iE4 8f2 6#A L!1 40.4 612 tT.6 43T 99.3 612 �2.9 42@ 28.8 6q2 �.� 426 26A 642 +%I.t 123 �^' � � �
<br /> 90fn �.1 .iff/ 69,7 861 i9.4 107 A9A 355 37,2 �O7 a9.6 e4B 32d 4q7 3l.� �49 Y89 407 32.1 33B 290 <oT 29,9 s9R 2f.7 1W Ie./ 97P ts.B 107 2i.1 � �8,5 d67 29.0 9f6 $ �y �
<br /> 6!M �2,9 868 M.1 '.Y20 36,8 95B 57.2 31� 90,7 95B M.I �06 46.! 9�B 1e.s a0d 2SO 368 28.1 d00 21.6 99B 24U 3B9 1'I.B 3!0 27.o tpp 16.3 96B 10.2 2M C) X 1� �O�
<br /> �3
<br /> fOBM �Q.t �tl3 BD.B 23S 26.1 2E3 45.6 261 2i.5 28S 12.5 24T �e.e 2Q8 78.8 TN id7 283 18.0 2U! tS.f 28� t&S 237 � h
<br /> 111M 27.8 287 58.3 2AY 23,1 267 2�.8 2� 18.9 28T 7(1,8 23S 77.3 Z$7 ib.� 29i 1d.4 261 t8.!{ 718 � nj �
<br /> H
<br /> 'c[ �
<br /> TABLE 4B awcr�oR caQwcmr anausnxEwr r�aeuca: °• T ��O •
<br /> EM
<br /> AncharCepeci(yTa61e{fie} �' (C
<br /> 6 IMS: 2.7H Canorole aek Conc bw CMU FMad CtitU piwa�d Mq�� (pp �xC��CHOR CAP,,,,,,„, pNCHOR CAP.,,, � �-��
<br /> W1B'Elca i11"66 Eloo&19'Elw 1fA'66 Eleo M10 BIeN M2 Bl�sl p7,R Bteel `MULLION CAP.,,„,,,,,,�
<br /> Rnnhar lype: 8H8'Eko UlnGOn vr emo unrecon sne�eko ui�ecm v+•Eioo Unrecon USE THIS FORMULA TO OBTAIN THE"ANC}fOR
<br /> MCMfCBpPattem9 Urireoon Aowet�tm tMrocor' Aea�eQetor 8orew{Ga6i Sererrtt�i 8crow{(�16}
<br /> �e psiees pnl' r aur �* z-ua^ sara r a�rr r 2.ur r aim° r o.ar as�r a.rer CARACIfi'REQUIRED"C�tRESPOF7DiMti TO AN
<br /> Emhednml pn): 1,d11" 1.8/4" 1.819" 1,3V.1" r �-�u^ �•v�� av+• avr �.vr �.v<• 2 �aie^ i.are^ (.,»nne q aGTUAL PRESSURE REqVIREMENT FOR THE
<br /> 2Anchwadp�.�e`MM.o.ais� erdorona�cnp�ro��8 3aonn seuros aeoipe eaoro. ieaaw z7oib. zeoma 36016e 7�o�w aoeiw eeeies iteziw xe�ba 42p1b. 5euros ��NINf3,WHENITI9LOWERTNANI'FI@MULLION
<br /> a Anohm�1.16"Mln.O.C./SImEeN(M OlfeelJ qlp(Flp�21: 4�Ilu 7UU 16e WA WA Wq WA 3001Dt WA WA WA WA WA 862Iba �b 113p�be CAPACITY(FROM ThIE TABLE)pF THE S�LECTED
<br /> �Anaxors A a eah�.o.c.r Rf 2.s n+,�ro dp»t tFlo-�r rao� rna tm �a ms �ceo tbs �aea m. a+a�. e�� ran �� ffae� eeo-r� aase w. esz a,. �iza we MUICiOPt.i7 W(il YtELD A MNtttuRRut NdCFIQR
<br /> 2 AtfChon�4.JS Mfi.Q,C.!U-qip,II1t0 17B'Alum.(f10•�)� wa WA Wh WA N/A WA WA WA WA WA N/R FYA WA �{g @s CAPACITY WHICii MNY BE USED 74 QUALiFY
<br /> 1 Ancha/F-plp(Flp.6): 1B61M 10B Ibs ?2516p MS lbs U221bs t]6I0� 71016e 1Tllbe 8701he 23416e 0]216s 641 Ibs 1&7 ke 3f01be 2pp Ibs ADDITIONAL ANCHpR OPTIONS�ROM 7HE
<br /> 3AncM�ne p 1.tb"MIn.O.C.I FGIp g.e): 2401M 76011r Wp Nlp WA WA 1801bs WA N!A WA WA WA 9291b� 92b lb� pgp�l» ANCHOR CAPACITY 7ABLE.
<br /> PIt017UCT RE V1SE1)
<br /> NOTE:Ft7R THE OFF$ET CLiP,USE THB SAME ANCNtlR PATTERM AND AF7qiOR VACUES AS THE STANS?ARO Ct1F dI2Ci.E4 VRLU£S ARE USED IN THE EXRMPtE t�!SHEET 2t. M ttntq�ty3�iri�h tltc PhxE�
<br /> Bt�i�ding Code
<br /> FIGURE 1: FIGUFlH 2: 7A13LE NOTES: Acccp�mwa No .. )
<br /> Ex ireliMliudle 1�!
<br /> � � � � -�--) 7.000" '--
<br /> 1)SEE SHEET 1 FflFt INSTRUCTKNtS ON U51NC,THE TABLES At�S}�ET 72 F4R R3FORMATtON QN lOA6NJG. 8Y
<br /> U O � A SEE SHEETS 2-4 FOR GENERAL WSTALLAT�ON METHObS. M' t+mdupt
<br /> 2)4INEAR INTERPOLATIpN BETVVEEN MULL LENGTHS AND/OR OPENING WI177HS 19 ALLOWABCE. ��11 I"'�I��
<br /> FlGURE 3� `�`�,�flNY...... ,M/j j��i:
<br /> 3j MULLIflN APlD MULtiON CLfF3 3HOWFt Af?E PtOT TO SCALE.Ftni EXACT iStH�NSiOhtS.SEE SHEETS i&20. 2.750" \ wSt,.''�,\G£HSE • �Q �
<br /> � S � . ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLBS MAV BE DRILLEb IN � `t` ' '. *�
<br /> THE FIELD F04lOWINt3 pIMENSIOMS SHOWN ON SHEET9 18-20. � * � No.5b705
<br /> AMGiE CLIP MUST 8E VSED M pA1RS. 4}SUBSTRATES:G4NCI2ETE SHAR.�CONFORM TQ ACS 341 SPEGIFICRT#�tS.t�Li.OW AND GROIiT-F1LlED 8�, - � '�.__:�
<br /> CONCRETE BLQCK UNI7(CMU)9HAll CONF4RM TO ASTM G90.WOOD SHA4L BE PRESSURE-TREA7ED -�- '� , 3T E�W„ .�•�C/��
<br /> FIGURE A: FiGURE 5; FIdURE 6: YEILOW SOUTHERN PINE WITH AN SG OF 0.55.AWMINUM SHALL BE 8089-T5 AND BE A MMIMUM OF 125" %'j� '•.
<br /> THICK.STEEL STUD3 TO 6E A MINIMUM GRADE 33 AND.046"THICK(10 OAUdE).STRUCTURAL STEEL TO BE AT � � �'-
<br /> ! {� � LEAST i2b'TFilGK ANO A36.At.t APlCAi4RS ttlT6 METAL SFiAII EXTEND AT I.EAST 3 SCREW T1iREA4S HEY4N6 f'X 2.75'X.e50't�fi71.L�ON �;.��':F,LORIDP-•'�j��:
<br /> �������� THE MATERI/}L. ��i�S ���`
<br /> • ��J1-_..'-...I �_�� ��,,�ONA� ,.,
<br /> A,LYN�IV�1LI.�ER,P.E.
<br /> FL P.E.#58745
<br />
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