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_ .. TABLE 5A � _ - -- - --__ __ ----- - o�N � � -
<br /> Mafllon Ga ac Tabfo lbSllt' ��� a
<br /> x
<br /> OpoatnpWJdth{fottisrticat�sperrlrnmtilions}QrOpo»tnDH�f�ht(Forhorh:otta&y-sRarnitgm�IGorss) 3���ii�L' s
<br /> 501n BOin 70M BUh 8oln tD01n 120At tlo6� teom �� � o
<br /> RectenWlN 7r�R�larg. E�clanpdaz TreP�rie[p. Reclanpder 1F�pRdmg. RaciopBNar T�✓(dan6. RoCfAnpd� Ttep7l�ian0. Pecienglaf TRM�en9. RacWaAar TiaplT�e�. RectangAu TreplfAan& Rwlmgum T�l1'Ann9� 4 �
<br /> 1"X3.12b"X �'� Laadng taadn9 Lea&nq lna�np la8600 toaAo9 tmR09 CoadaB Loadtq L�ar9 �o��n0 taednn Load� lmdng Coadr�p LoadLq LaaduO oY cwi
<br /> .800"/Uum y� y a a r a �r a ,r, � � x p a � � ,t� �' x a n p a x z, ' �
<br /> 7uba Mull � G ii � 4 � � Tt 5.-. G 5 �.. �.. 4 '6+• e � 34.-. � Ti.-.
<br /> � e$ e a� � �� � �� � ��. � �B e �� � �� � �� � ��, � �� � eg �- &� � ��. � �� �r � � �� 8 ��' N
<br /> V U !J U (l U V tf U O IJ U V U V p U U v U C U U� V U
<br /> � a +�_ a. z_ a � b�
<br /> €� �- s � � $ €� g �� ka �� #� _� s ��' E .� � � � �g � �� �� �_ �� �" � �
<br /> �� a�r� �� �� �� �� �� ¢�� �� $� �� �� z� �`� �� �� �� �� s� a�� s� a� �� �� �� �k� f� � �� �a� �� �� �� � �� �� O � �
<br /> 421n 1i0.0 820 170.0 175 170.0 744 170.0 �78 770.0 9BB 17Q.0 50B 170,0 9B2 170.0 518 17Q0 7718 iTQO 521 170.0 1240 170.0 521 1>0.0 1488 7T0.0 621 170.0 17�5 170.0 621 15l.d 1602 170.0 521 J W
<br /> �95a 57itA 7Ab t7R0 524 17¢0 SSD 17Q.0 56{ 570.4 882 576.6 830 t70.0 5733 l78A BBS l70,tl 7275 170.4 877 t70.0 1417 170.0 994 i5t.7 tS77 t74A 6Cff 735.t 1577 f70.0 BBD 5f82 tfi77 f70.0 680 � �� �
<br /> 50,815in 170.0 747 17Q0 587 770.D 689 I70,0 631 770A 1048 170,0 b61 170�0 1185 17�.9 7tt R0.0 taib 170.0 717 170A taCt 170.0 75B tU.7 1895 770.0 756 121.i N8S 17U.0 T58 lOB.3 SiBS t70.0 758 W O� �
<br /> Slh� f70A 797 170,0 D12 f70A 9a8 170.0 841 170.0 1110 170.0 751 170.0 1275 ITO.p 807 168.1 1�01 110.0 877 N8,5 1�01 170.0 B:b 12�.0 N01 170.0 891 fOe.B IW1 170.0 9C1 93A N01 170A 881 ? m �
<br /> BGtit 1Tf}.4 883 176A 70) 176.Q tC83 f76.4 747 166.4 1168 776.6 D78 138.7 it68 18T.0 928 123.a tlSB 158.5 @f7 ti1.0 tt58 148.7 810 B2.S tlSO 144.5 fl63 78.3 it5a 144.5 4W &9.4 Sf� tSt.S OD3 F � J
<br /> ...!
<br /> �5 �In 170A OSO 770.0 715 158.E id18 170.0 BSO 1]7.0 tU18 155.5 EEU flB,B 16t8 1�1.7 8{B 168.6 10i8 132.0 83B YS,B tOtP 125.5 828 TBB t0i9 119.3 620 8D.5 16{8 718.8 818 SB.B 10/8 it6.8 618 Z U g m �
<br /> g� fdln 18B.B BSS 17D.4 780 /70.0 YSS 151.3 BQI 118.1 95S 1]17 788 1a2 Y55 121.4 7T6 82,0 BSS 118.8 765 6],{ 865 168.4 757 6&6 A5$ L70.8 71D 59.8 G55 8B] 748 521 455 BE.T 748 W��y Q�
<br /> j 72ln t?b.5 8Q3 534.H 84T 107.4 d03 1fi.S B&'1 91.8 �03 19l.f 8Ta g6.3 8a3 91.2 859 7f.< d63 Q1,9 8f9 64.2 805 7�4.8 B4E 53.8 bD3 722 432 45.8 803 64.5 828 M.! 847 �.7 627 � ffJ @s �' '��
<br /> 6 U 0.'Z
<br /> a rem toa.z nt �u.t e2e ut.o r[i ai.o 818 ia.o n� E3.f eas aaa n� Ta,s s�e eo.7 �ss �o.t sse ,t.e nt es.� sro tss rx� sa.< �a as.o n� se.e ser u.t nt sa.r sea � "�
<br /> � �
<br /> TBIn 101.0 8W I�A 6U9 Bl2 8&l BB.1 S87 722 681 7BA 518 63.1 6B4 70.4 SB7 58,1 684 6i.4 558 ;R.S 684 SB.B 557 �2.1 0�{ 5/.1 5/1 a5.1 681 51.3 636 �1.8 88/ W.8 511 Z = � �
<br /> � Q N o
<br /> Win &5.6 614 87.8 <38 SCe 5S4 57.3 A{A 47.0 6t{ 54,q At0 Sf.) 51; t<.6 433 3$6 574 �46 4A 32.8 6ti 3Td 42? 27.4 814 33.4 413 23.6 514 90.4 �06 20.8 bt4 40A 403 Q 4f? Z � O
<br /> Be in 5!2 ISR 55.7 d04 Q5.2 1S2 !7A 3@B 38.7 �52 +10.8 3A0 33,8 152 �8,4 381 30.1 �d2 729 378 71.t �52 90.1 373 228 f52 28,8 385 SBd 452 2i.Z 358 t9.8 f52 ?2.8 355 y �X'p �a�r
<br /> rh o
<br /> 1081n �8.1 J57 38.7 322 3f.7 8S! 32.7 917 Y7.2 357 20.4 312 23.6 75T 25,2 308 21.1 357 22.9 J03 16.0 931 20.8 2B9 46.0 357 58.0 2G3 17.8 357 18.2 2E] 11.9 357 15.0 18] W T
<br /> iiitn 35.5 �38 35A 3p3 29.2 838 89.t J01 ffi.0 338 26.1 2B8 2t.9 338 25.1 282 19.5 339 20.8 288 17.5 338 18.9 284 44.6 33� SeS 278 t2S 330 54.8 275 11.0 338 13.8 26Y � M � �
<br /> 7201n 27.7 289 2d.2 283 23.1 289 Z3.7 2b8 ieA 2b9 20.5 256 t7.8 289 18.i 252 16.1 2SB 18.3 2l8 18.8 189 14.9 248 11.8 2d9 iZ.S 246 8.8 2E9 ii.� 238 8.7 28B 104 Y32 (j x Q a 0
<br /> 7ABLE 5B pNCHOR CAPACITY AbJUSTMENT FORMl1LA: g�r �m��p
<br /> AnchorCe ei 7nbte t6s � fY. (Y_
<br /> ANCHOft CAP.,,„,,,�
<br /> suostra}s � z.nccacRte aakcmc. nwoxcMu Flrseacrau Prwooa Mag {oP�X{ }�ANCHORGAP.�, � -��-�
<br /> 5IfB'Fl�o 1�l'SSECo HIGEko 1�TSSEIro q109ed 111RSY�l H12SIee1 MULLiOMCAP.,�.,,,,,
<br /> pnahorCllpPattam� �hat'ype ytcreicounracm V4'EkOUNiaton unracon �����ouaiacm va�eknunr,con ���or unracm nggix3a�ar s�mv(cs)S�rcw(cs� scr+xr�es� USETHISFORMUTATOOBTAINTHE'ANCHOR
<br /> �ns�ameprq r s•tt2 5• 2-v2 atm' i• 2v2 t' z-uz T 31/B' 2' o.ne• 0.ae u.a2e• CAPACITYREQUIRED"CORRESPONDING70AN
<br /> F,noenner� sar4� �arm iarr �arr r �•ua� 1-VM �ata• S�v�t� t-va• �ara� 2 �a�s• !ar$ vmes ACTUALPRESSUREREQUIREMENTFOR7HE
<br /> z aicmn�a is nxn o.c.i s�amam a o�cep�Flp.�Z sao ics sao ms aso ns eao os �su ix 2io ms zm¢s �4 uro �aoim �a ms s5a ws ws ms s��ws 4�2� aso a OPENING,LNNEM IT tS LOWER THAN THE Mt1LCtON
<br /> dMcnar��l.tS�uhOG�Slawam(aaRe�)CFp(Fip2r d90Ns 7COIts NIA tUA HIA C!/A 50.1Na NIA WA WA WA IVA 66zDs 6fi5ioa 11111m; CAPACITY(FROM7HETABLE70FTHESELECTED
<br /> aqrcinrs�3'MIn.O.C./(11h5A1p�Cups/(Flg3X 7a0tas leoros ceome tsao�s ie0ctos 6Waos s6Dwc u�q tsous �esms eeo�us tsatcs wzms ea5� tt�o� MULLION.ITWILLYIEIDAMINIMUMAIJCHOR .
<br /> 3Arctws�4.a5'Mk�o,C.tUCBp,tMo.52YNum.(Figdj NIM1 WA tttA Wk HtA St1A WA NN WA NtA WA WA H!A WA t073� CAPACITYWHICHMAYBEU3Et7TOQllA�i�Y
<br /> 1AncMrlFl.lp(FlpSx i�smn �asms zrms tas� aazns �a�ma iaotta �na» aroia tia�ms s32im ara�m voms 22f� �ama ADDITIONALANCHOROPTtONSFR6MTH�
<br /> 2AncMrsBp1.1YMIR0.CJFCBp(fl9�} �� ��s H/A IItA NlA IUA 7f10105 NfA WA WA IUA WA 311Ds 442Us :BDme ANCHORCAPACITYTA6LE.
<br /> NOTE:FOR 7HE OFFSEf CL1P,USE 7HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE$TANDARp CLIP PROnl1C1'FLGVISHU
<br /> as mmp4ying+riU+tho FiotMa
<br /> H1.000'-{ DuiSdingS;ode
<br /> FIGURE 1: FI6URE 2: TABL6 NOTES: ��`.��i`��'�°�.7��6"6�+S$�i?�
<br /> E ileiloql pale �I�.�
<br /> � � � � 1}SE@ S}iEET 1 FOR INSTftUGTiONS ON USlH6 7HE TABIES AND StiEE7 25 FOR lNFORMAT{ON 9N LOADtNG. SSy
<br /> � � SEE SHEETS 2-4 FOR GENEE2AC tNSTAl.UtTtON METHODS. � �F�t
<br /> ���tltltt7j�
<br /> 2j LINFAf71NTERPOLATION 9ETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3�25, ��� •( � � / ��
<br /> F16URE3: � `Z'.�� " '�F /��
<br /> 3)MUU.ION AND MULLION CI.iPS SNOWN ARE HOT TO SCACE.FOR ESCACT DlMENS30NS,SEE SHEETS 21-23. `,��;• yiG�=�'Sg -.P !,
<br /> • • . • HOLES 70 BE DWLLED IN THE FIEID FOILOWING DIMENStpNAL RESTRICTIONS SHOWN ON SHEETS 21-23. - `t• ',�}r�.-
<br /> FIGURES SHOW SUGGESTEp,APPRpXIMATE HQLELOCATIONS. � '��; No,�a7��'
<br /> AtSGtE CLIP MUST BE USED IN PAfRS. 4)SU9STRAT£S:COFtCRETE SHALI COIdF{}f2M TO AC!�1 5PECIfIGATtONS.H02.4.OYYAND GROUT-FII�ED 'Sflfl� ;Q,. �¢ � • L?:-
<br /> CONCRETE HLOCK UIVIT iCMU)SHAL�CONFORM TO hSTM C-90.W60D SfiAt1 BG pRESSURE-TREATED '� ~:-6 � � tl 'b ' W"
<br /> FIGURE4: FIGl1RE5� FIGUR86: YELLOW30UTHERNPINEWI7HANSGOF0.65.Al.UMINUMSNALLBEfi063T5ANA8EAMINIMUM OF 725' %� '• g�,^,ff ' �,'�� �
<br /> 7'%3.725'X.5 MULLION
<br /> '(�''�� THICK.STEEL S7UD5 TO 8E A MMIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEI.TO BE AT '��„^''.,/:�OR}p1`•' ��"'
<br /> s trvFMuu�ow> r •. ..... ��'.
<br /> � �ry I I ( � LEAS7 125 7HICK Ah'D A38.flLL AfJGliQRS 1NT0 METAL SHAtL EXTfND AT LEAST 3 SCREW THREADS BEYOHD 'i�l�`� 1 z�
<br /> � i I� i� ♦ � � THE MATERIAt.#50&�t2 ANCHORS iNT4 WOOD MAY Bf STEEI,SB8 S.S.OR-010 S.S ��<<�I Q(�i�l.���
<br /> �� A.LY{�IN�MILLER,P.E,
<br /> FL P.E.#58705
<br />
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