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TABLE 4A A�� �
<br /> kd�UlonC� aa 7�61�IbNRz ��� '�
<br /> OpanlnpWldth{for�eNralyspamirl9mu19o�)or0�nlnpH�ight(lbrhuimNeqy-sparrirgmWaro} ��"��
<br /> i0N 601n 701n BOfi BO�A ttOin l20A tADht 190h ���5' 4
<br /> Recte�p� heF(Ma�9. Recta�0+�a� T�WT�9. ftootmB�t� haplMm�g. Rac4nWar 7reptTiiar�p. Recta�Wmr TteOfidrvrA. ReU�Usg+isr Trep?�ag l+ectm�9utar Tceg�t�tmC. �w�ar Tr�plirtanB RBctenW'x 'ReMden9. �, �
<br /> 9X2.767c LoaCi�O LaefinB Loa�O tAadmG �Aa8+r0 Raac!!9 laedng ta�+Y loe�Cp loadn9 loadnp La`➢n8 LoadvW Lvadrm Lo3Q�np Load� Lvedny tcad�p �y. �V
<br /> .6B4Atum. �, a a n x � � �,. �' � � r � x• a a �'.. �C' a a ` �
<br /> TUbO ag 'a$,.._ �,. '�.. g a., ' e.. a v
<br /> Mull�nn � �� 3 �� � d� � s�� � ��' � �� � �� � �� 6 �� $ �� � �� � �� � � $ �� � �� � �� � � �� � m
<br /> �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � �`�� N
<br /> a �
<br /> �21n 1�0.0 829 fiD.D �15 170.0 )4! 1)QO S78 1700 889 170.0 598 tiOA 98T t70.0 558 570.0 1718 f70A S21 1T0.9 12A0 170.0 521 1JLL0 1�88 170.0 52t 15E.7 1820 17QA 521 138.8 1826 17DA 52t a �
<br /> 18N 170.0 708 iTOA 57A 170.p B50 1�0.0 d8i 770.0 9B2 ifi.0 &3Q t7bA tt33 t740 86t 1709 t27S SfiA Bt7 tt0A 1417 170.0 680 11f.T f11T t70.0 B80 f21.5 7417 17q.0 880 fOB3 tiY7 1'78A Bb0 � a� �
<br /> 60.815In 170.0 717 170A SB3 170A 808 170.6 031 110.0 iW6 170.0 8s�i M170.0 1185 i74.o 723 1626 1Z88 ttOD 7tT 748.3 1280 170.0 156 121.0 1249 170D 150 101.5 1288 00.6 75B 81A i286 478A 758 � ��
<br /> S41n 17Q0 7B1 1T0.0 B12 170,0 058 170.0 88f 5iQ0 tt18 178.0 iSi 55t1,i Sl50 570A G�3 113,8 1100 t70A 037 110,8 1180 17U,0 B58 t00S H30 170.0 EB1 80.1 1130 770.6 881 7Sa tt�6 570.0 88t � � �
<br /> 60N 770.0 08S 170.0 70t 1t6A 813 fBS.a '7B� 126.6 8Tb fS�.i 716 t06.B $t5 l32.3 735 6T.8 826 12].B 726 6T.9 913 7f0.5 720 792 976 711.4 71b 81,8 815 i1�.� 7i5 Si.9 S!5 4t;.4 T}5 h � J
<br /> &31n 181.8 ESD 181.8 710 Iffi5 8S0 130A s84 108.5 03p {2S2 86! si.8 4}0 ltZ2 s7o &IA &7p tG4R 6B2 75.8 8SD 88.4 858 63.7 B3U 61.5 B{8 54.2 870 94.1 W8 4TA 8�0 8i.i 84e � U �
<br /> �a 801n 1'�.7 757 1�0,0 B60 I1DA 757 i10.6 838 D43 757 i05.H 82i at.5 757 9@! @l4 7�.4 757 lB.1 BOd 88.4 767 642 800 65.0 751 78.0 543 l73 7S7 T&2 54t 4f.3 757 782 S@t � �g � •�
<br /> �
<br /> 1 MIn 101.7 B3B 1088 552 81.Q b38 BtA Sd6 �27 &#& �.7 63Q 616 839 )22 52! 58.5 836 �,5 514 60.9 838 82.3 508 �2.4 63B 67.4 SPU 7s.y B38 i5,3 tSt �18 838 55.2 i87 � �� LLI
<br /> � 78 h 68.5 571 40.t �AL 72f� 5Tf 70.E i86 8. 5t1 6tA t7A 5i.i 571 80.0 471 IS.a 671 55.5 !8l �32 575 51.0 {59 59,0 6T1 47A 451 �0.0 57t tt.E ttT 27.� 57i #,6 4Sa � J o
<br /> � � r
<br /> 70 h 80.0 SQ 63.4 47{ 68.1 6i3 7A,8 185 57.1 St2 92.1 458 50.4 542 55.? 41@ 44.4 S42 5iD 442 �0.0 612 �7.6 17T 117 512 A29 129 28.6 5i2 t6.8 i25 2S0 5{2 tU.i d23 f^ � ,� � Q
<br /> 90H 5Y.1 �W S3.? �BI i3.i 407 iS,i SSS 37.2 !07 39.8 2►4 3Z5 447 35.3 34> 298 107 S21 3.'� 2BA 40] 2&0 33{ 21.7 407 10.f 327 18.8 407 2i.1 322 te.3 t01 23D 318 � � �.' a O
<br /> ~ X� � ��
<br /> B0 In i2.B 758 4t.1 J20 �i.9 �58 37.Y 314 30.7 356 3t.4 3Q8 20.9 358 20.8 sa Z5.8 36tl Y8.1 800 21.E 35L 2<.0 2dB 11.8 75B 21.0 1b9 15.3 35d S93 Z6S UJ
<br /> IOBIn 30.1 263 �O.E 255 S,t 203 x6.9 25S 2f.5 2D3 ?26 247 Sb.6 7A3` 19.Y 2N 19.T 2!J 7E.0 2�0 15.1 287 78.5 ?�7 W � '
<br /> Ifiln 27.8 2d7 28.9 2a2 23,I 287 23.8 23E l8.8 28T 24,6 235 Q.3 287 !&� 4J1 til 28Y 18.6 Y�B � [V f� (p
<br /> 1201n 22.P 2�b ?�-� �9 iB,S ?1G SB.E 26S 547 226 tfl,2 2a2 U N` d � O
<br /> TABLE 4B ANCHOR CAPAGITYADJUSTMEN3'FORMULA: ��F Z y
<br /> AnohorCa ael Tabl� s @ ����
<br /> suasraia s.7►cmune a.ec caw. xononcMu F�eoa ck+c� ar wom Meui IOP,m)X�ANCHOft CAP...,,,,,,.t_ANCHOR CAP.R, q u €[C Lt:
<br /> 5fi6'Eico 11Y9SEko Sl16'Elw 1l4`S$Elca tlfOSYeeI Y12Slee1 d12Sied
<br /> MUttSQNCRP„�,,,,,e� � ����
<br /> AnchorCllpPatlnme A"`a'°`�yre xtceccn+xwcon iM'EkoU(tm<m a�e�Ekcumxon ve•Erce�mraea,
<br /> �r{recm npprxata lmmcm �qpeOata semv(o5�BamwtC5y Suwi(G5) USE7t}4SFQRMULATOOBTAINTHE"ANGNOR
<br /> �a�oia�mmc{hx r 2.irr r a�rr 3-118' r 2-vr r x•�rr r �-va� r aea� osr fl32a^ CAPACtTYftE(lU1RED•COFiRESF'ON4fNG74NJ
<br /> emeed�nmf k �-�4• far4• �-va^ iap• r 1iiC au{� �•�re� �.tir4• �.va� �.u4 x 7a�e� ia+a• �ehes ACTUALPRESStJREREQUiREMEN'fFORTHE
<br /> 1prclun�A.TYMh.O.C.154enCeNotOls¢1alpffy.SY �so�s ssoma �w�es amo�s �asau» rroms aeoma �saws r axi arn�es eadms s�e�u� s�iroa 442IW saome OPENiNG.WHENttiSL4WFR7FtANTHEMUWON
<br /> �Annnas�i.lSMt�.O.a.tStaMafdt���}c8p(Fy.zx tao0s Tcvar WA WA WA WA 39osa ttfA Wn Wr W/. W;a 86214a s65 ft26fffi CAPACffY(FRpMTHETABLE)OFTHESFl@CTEO
<br /> �nnanots�sn�n.o.c.t{e�2�sq�etupsrffq.st ieums �aows � ceou�s i5eoms iesofas saoes sesroa �ira rsams �asrns eaoxu �eazt� cezan nzoeu MULIIOM.lTWILLYIELDAMiNiMLI�nANCFiOR
<br /> 2Aratwg�0.45'AW.O.C./U4Yfp,fnro.1Y5AWm.(Fq.IF WA WA HtA WA fttd WA NIA N!A WA WA N/A W!{ WA 7161a� CAPACITYiS$3lCtlMAYBEUSY�70Qi!{klFY
<br /> taneoo.tf�ta�6.st iesrtx �s5fos s2sv,s 445tds e?zps iasms woiva ��me a�oms �o�im a�zm� +�ams �wt,s szi�c 2aoms ADO}710NAI.ANCNOROPTIONSFROMTHE
<br /> 2AnChoro�f.tSMhO.GIFCItR�b-Bt 2f0A5 9501as wa WA WA WA IOOitw WA Nlk WA WA tYR 74lWS N2l64 9Q02s MICHORCAPACITYTABLE.
<br /> NOFE:�6ft THE OFFSEf CLIP,USE THE SAME MfCHOR PA7TERM ANO MJCHOR VACUES AS 7'iiE S7ANDARt?CLtP. �""'1��RCLED VALUES AR�,U5ED iN 7fiE EXAMPtE ON SNEET 24. �F'itODUC7 REVFS84
<br /> r,,,�.,,�. as complyiny wi�h iAo Fitlfidl
<br /> FlGllR�}; FIGURE2: TABLENpTES: �ufldtngCod� ���,�y�j�p�
<br /> Aeceptaa�A7o
<br /> --, 1A00' �- FapiwtionDule /2011
<br /> � �� � � 1)SEB SHEET 1 FOR INSTRUCTIONS ON USING THE TABtES AN4 SNEET25 FQR tNFORtAA71QN ON IOADING. 9y
<br /> � � SEE SHEETS 24 FQR G£NERAL 3NSTAlIJtTtON METHbp& � ti{�� �p�� ,
<br /> 2J UNEAR IN7'ERPOIATION 9EiWEEN MUtL LENGTHS RNDIOR OPENtNC3 WiOTHS tS ALl4WA61E. �}�`` ' r f�
<br /> FIGURE3' ��`,�10,.......,,'<� �i�
<br /> 3}MULCIOH AND MULLION CLIPS SHpWN ARE HpT TO SCALE.FOR EXACT DiMENSIONS,SEE SF�E75 21-23. y,7� `"'��a�. yl��N SF '•fi� f
<br /> S . • * HOLES 70 66 DRILLED IN THE FIE4D FOLtOWING DIMENSIONAL RESTR1CTtf1NS SNAVc+FtQN StCEETS 21-23.
<br /> FtGt1ftE5 SNOW SUGGESTED,APAROXlMATE HOtE LOCA7IDNS. ' '`� ido.�i37� ��� f
<br /> ANGLE CLIA MUST SE USED}N PAitiS A)SUBSTRA7E5�CONCR@TE 5HALL GONFORM 70 ACI 301 SPECiFICATi4N5,iidLLt7W AND GROUT-FtLLED •(/�' ¢ [ '
<br /> CC7NGRE7E BLOGK UNIT tCMU)SHALL CONFORM TO ASTM G9D.WOOD SHALL BE PHESSURE TREATED '�� '� � U C'V 'L j�
<br /> FtGURE4: FIGURE5: FIGURE 8: Y�LOW SOUTfiERN PINE WiTH AN S�OF 0.55.AIUNlINUM SHAl1.BE 8063-TS A1VD BE A MINIMUM OF 125` "";��'' STA -C7f ,'�V�
<br /> ! SliICK.STEELSTUDST09EAMWIMUMGRA�E33AND.045'THIGH(186AUGE}.STRUG7URI�t.STfi.Et.TOSEAT ' '�' '•.,�tOR14P. ' ��`
<br /> � � � LFJIST.125'THICK AND A38.N1 ANCHOPS iN74 METAL S1iAll EXT6FSD A7lEAST 3 SCREW TNREADS BEYOND 1'X 2.75"X.650"MUlL10N '�'C�5• • •... • `�f?��
<br /> � � � 7HE MATEft1AL.#t0&#t2 yINCHOR51NT9 WOpD MAY BE 3TEEL,1&8 S.S.OR 410 S.S, rJ�S((}hj��.,��1`
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<br /> A.LYNN M(LIER,P.E.
<br /> FL P.E.#58705
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