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TABLE 5A ��o �
<br /> 67ultian Ca ao Tablo aRC') n " '�
<br /> OponingWidth(foreeM1iraly-aparrirgm�ions)orOponingHoipM(forhorizorrtePpspmvirgmuifiore) ' �� � �
<br /> SOIm m� 70in �in BDin 1o0in tt0m 740In 16oIn p
<br /> R e c m n g��m r m+R�1�a. ���6�� rm a'T n a n o. aewmia� rraWM m e. �mm�t.r TraMriena Rv��Ja V�m+a. Ractvswer rreNT�^a riermriw� ir�+'iris�a Reae�6�+�� Trea7r�na F�a�@�� '�t��o- ��� �
<br /> 'I'X3.�25"z Lm�np Loodn9 Lwdng Load�9 lnadin7 Londng LwdmO Laading Loadirip Loedn7 Loa6n9 LoadlnB loadinB Loadn9 LaadN Loadn9 Lna3ne Wx7ne ay+ �
<br /> 500"ntum �. r r n g � r r � a r a a � a a r n r a y � � a r n n a ' d
<br /> Tubedlull a y,.• m �a.. '�.. a v ., a r,.-, .�s w.. � '�.. � `�u.. �,. �.-. � ., �m .
<br /> a �� � �� � eB � �� � �-� a �� � �$ � �a � �-a � �� a �� � �$ � �� � e� � �� � ��. � �� e ��
<br /> V U U U V Uv U U U U U U U fl U fJv V U U lI U U U U V U U U V �o
<br /> & �� o� s� e� �@ �s p m� s� � _�' n� �' s� b� se �@ o� b�, �� �� .§ �� � <� ��' ��. `� z� s@ �� �p � o � mQ,�v H
<br /> g� �$ �� `a � ��' -� �� �� � 5� � �$ e =� � �� `a '� � i� � � �� � �� S g � � �� w� Z � � W
<br /> E �a s�. �a � �rc sa e s� �� �� d�a s�. �� z� � �e. a �a. �e ��. � ^ a�e � �n� �� �� ic �� s� �a i�. �z ��. �
<br /> � O
<br /> l7m 170.a 827 170.0 935 170.0 7Ll 17�.0 47B 170.0 8fi8 170.0 5CB 1T0.7 8Pi 1N.0 519 1740 111fi 17R0 571 1J0.0 12<0 �70,a 537 1T0.0 IdBB 770.0 41 170.0 1735 1T0.0 41 154.4 te02 770.a 41 � J �
<br /> J
<br /> {LN 170.0 708 17Q0 SZI 17U.0 850 1R0 584 170.0 B82 170.9 830 170.0 113.7 17D.0 E81 nao 1275 170.0 977 170.0 1417 170.0 BBO 767.7 1571 770.0 �0 135.1 1577 170.0 WO 718.2 1677 17a.0 E80 N � U7
<br /> � �0 2
<br /> 50.@51n f70.0 717 770.0 683 170.0 E96 17a.o B31 7T0.0 1018 170.0 6E{ I70.o 1185 170.0 TI! 17LLo 1345 170.0 747 170.0 1491 170.0 759 141.7 1695 17o.a 7% 121.5 td94 770.0 757 108.9 fI85 1740 75fi � � o° �_
<br /> 561n 170.0 7Y7 170,0 912 17a.0 856 770.0 E91 170.a 1779 17d0 754 170.0 7275 17D.0 !03 18B.t 1a0t 170.0 617 148,$ ti01 1711.0 158 t�.e 1401 170.0 E87 108.! f101 170,0 BB7 43.4 7401 17a.0 887 fY m [��1 W
<br /> BOIn 170.0 �5 17I1.0 701 �m.o 7083 17l1.0 7W 15L.5 1158 170.0 d!8 138.7 115C 167.9 B2E 127.3 1156 158.9 B17 171.0 i158 148.7 B10 Pl.6 1158 1{k5 803 7Y.3 1158 146.5 803 88.4 1159 1l1.5 803 � F- � (�
<br /> 6:7h� 170.0 V30 7T0.0 745 159.8 tOCS 170.0 830 137.0 1048 155.5 A80 178.8 tG48 7N.7 816 f09.5 70l9 1320 WB BSB 106B 12^.S E28 79.8 tOC9 11B.3 @Q 68.5 �0{8 1189 819 59A f049 71E,B 818 Z � U m Q
<br /> 901n 199A 655 170.0 788 138.0 "G55 751.7 E04 t19.t B55 1]3.7 788 1�2 866 721.4 775 82,9 855 1128 785 8�.4 955 106.4 757 @Y,5 955 BB.E 7�B 68.0 B55 88.7 7/9 521 B'� 88.7 71� z g =
<br /> � W � am � �U
<br /> j Tt{n iZ6.6 6U3 1718 697 10T.0 b03 114.D 6@ 81.A � 101.1 670 80.3 807 813 859 )1.I B6! 87.7 CM7 M7 8R1 1A8 8�2 57S b03 72.7 � 439 �0.1 89.7 618 4Q1 EU3 89.7 Q7
<br /> _ � t� �Z
<br /> � 7Bin 1�B2 721 114.� 620 01.0 7]1 87.� B18 740 T21 65.7 fi05 �.� T21 7E.5 605 69.7 721 70.1 58B d4.B Tt1 e5.4 57B �9.�J 721 58.! `� 38.0 721 58.8 S84 3b1 721 SE.1 6�i y Q =� ��
<br /> s r ,-
<br /> 7em fat.o sst iw,t sea eqz ee� ae.a 5e7 71s ee4 7e� 57e �.� set ro.a x� se.t ea4 et.t sse sos eu sae 6st i2t eea stt stt 3e.t se� st.a sae a7.s eat w.e st4 z F- � Q � �
<br /> ppci g5.a 574 8T.8 r56 51.8 5�4 S7.S MB 47.0 674 50.0 µo N.1 514 44.8 .133 365 Sld 405 427 ]2.0 61{ 3T.3 421 27A 514 3].0 412 23.5 514 30,4 4�B 2U.b 81/ 29.0 tlJ � � lq Z W �
<br /> 881n 542 152 55.7 409 14.2 �1.�`2 47.0 396 38.7 �57 �0.6 390 33.0 4S2 38./ 784 70,1 �32 72.8 370 27.1 452 39.7 3T! 32.8 452 �.8 385 18.4 452 24.2 35B 1&B 4i2 22b 355 a (n )(� $O$O
<br /> fi
<br /> toeln 361 357 38.9 322 31.7 35/ 32.7 31T 27.2 757 2&1 312 23.8 357 Y52 308 2f.1 357 727 303 18.0 357 20.e 2B9 158 3S7 10.0 283 1A9 357 id2 7B7 17.8 :S7 15.0 283 o W N y
<br /> 177i7 �5,1 33D 35,H 308 3B.Y 37b 30.1 301 25.0 33E 28,1 ZB6 24.9 338 33.1 � 18.5 338 20.8 ?88 7T.9 738 18.0 2B6 14.6 37B 18.5 T7d 725 33E 14.8 Z73 �7.0 338 13.E 7SB � � pj � �
<br /> 12041 77.7 2B8 i82 %� Zil 289 23.7 259 19.8 2&9 70.5 ]3E 17.7 28Y 1&1 75Z 15.A 2fl9 18.7 2{9 13.8 288 14.8 218 11.E 7E9 1].D ]40 B.B 78B 71.4 2a9 B.Y 2!8 10.4 97 a („) x Q O O
<br /> TABLE 5B ANCHOR CAPACITY A0.IUSTMENT FORMIILA: a �� O yp
<br /> a'� Zmm rn
<br /> Me�orCa a Teble I6a p ,. � �m�
<br /> sue;va�c z7kcorciee 35kCafc XdIovCM11U Fluench!u PTWam Hay� �pp�)X(��ORCAP.,,,,,,,,1_ANCHORCAP.,,, � � g y &��-�
<br /> a�co�o vrssexo s7e�o tfd°59Eko rnosm mssiea �++zs�ed �Ml1WONCAP.,,�,,,,,,�
<br /> MchorClipPatkms �� �sOcounram vicecollwacon ��� s�tSElcoun'sm vsEicounra�on ���� uircacm n�rcGaQ Screw(Ca)Scren(c� scrav@� USETHISPORMULATOOBTAIN7HE•ANCHOR PRO�UCTREVISED
<br /> Eapewuarce�ni t• 2-tr2 r 2-vr ava' t• av2 i• 2-v7 2 &va^ Y oe� 0.54' o.a2a� CAPACITY REQUIRED'CORRESPONDINGTO AN as eompNing with tho Florlda
<br /> Emoeanmt i.va• tar t,ws �ra• r �-va- i-ve• L1l4' 1-ll4 � 7-Vd' �-f�a� r �,ve- iare^ vanes ACTUAL PRESSURE REQUIREMFNf FOR THE Buildine Code
<br /> pq�clms,�d7SMIrtO.GISI21tlaUaf06etCCDGa0.1T �� ae0re n5oms emiee 7s74ms aome 2mioa ssams 7aolos 374ios e6itn sisi 3t11M Ia21ts 3o�s OPENING,WHENITISLOWERTI�WJTHEMUWON NOA-No. 17-0630.07
<br /> dArcltus�1,15'Rilrt O.C.f 91alOdIE�`S OBCI)Clip(Fl¢2J 4w ma �oo ms tw Wn Hin wn aa�bs rvf� wn wn wn WA �z�es easroe ttai lea CAPACTfY(FROM THE TABL�OF THE SELECTED F�cpiration Date OS/26l2027
<br /> 4Arcron�3'h71n.0.41(1�2�6An91eCl�s�(Flg.3} veo ms 780�+ 6ao lee i5so IM te961�s btoIDs 5m ms N/A �so lm 7na los eao ins lem lm eflz�os as5 m+ n7➢Its MULLION.IT WILL YIELD A MINIMUM ANCHOR
<br /> anrclnn90.a5'M�n.o.C.�ucap,Inm.t2SAlumlF"q.dX N!A WA N/A WA N/A N/A WA N!A IUA WA WA WA W� WA 10731nt CAPACITYWHICHMAYBEUSEOTOOUALIFY BY
<br /> tArcrorlFCl�(FlpSx t25ms teSiCs 7?5� 4asia Bn�te 13.i`m� i4�ms tnmc 9oim te7ne 3+2im a�alm ttoiGs astlts �� ADDRIONALANCHOROPTIONSPROPdTHE MIamI-D� ePro uctCanro
<br /> - 2M[Mrs�1.79 YOa O.CIFCIp(Rp 6I 2d010s 3501Es N/A WA ILA WA 100 ms NfA WA NIA WA WA 94110s 4410a 56q IM ANCHOR CAPACffY TABLE.
<br /> NOTE FOR THE OFFSET CLIP,I1SE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL1P. �
<br /> F-'I.000"-i
<br /> FIGURE 1: FIGURE 2: TABLE NOTES:
<br /> � � � � i)SEE SHEEf 1 FOR INSTRUCTIONS QN USING THE TABLES ANO SHEEf 25 FOR INFORMATION ON LOADING.
<br /> � � SEE 5HEETS 2-0 FOR GENERAL INSTNIATION METHODS.
<br /> 2)LINEAR INTFRPOIATION BEfWEEN MULL LENGTHS AND/OR OPENING WIDTHS 6 ALLOWABLE. 3.125' ��� ��/i
<br /> FIGURE3: ���J�ON.,.��YNN� �i�
<br /> 3)MULLION AND MULLiON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,3EE SHEEfS 21-23. � '�,'' CEN �{ ��
<br /> HOLES TO BE DRILLED IN THE FIEID FOLLOW ING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET521•23. �� SF�'•.� �
<br /> � � • � FIGURES SHOW SUGGESTEO,APPROXIMATE HOIE LOCAiIONS. � �. =�P�
<br /> �.f No.58705 ' �
<br /> ANGLE CLIP MU3T BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHP.LL CONFORM TO ACI 30t SPECIFICATIONS.HOLLOW AND GROUT-FILLEO '��� f 7 *_
<br /> CONCRETE BLOCK UNIT(CMU�SHALL CANFORM TO ASTM G90.WOOD SWLLL BE PRESSURE-TREATED � ��L�,-�y.
<br /> FIGURE4: FIGURES: FIGURE6: YELLOWSOUTHERNPINEWIT{iAN5GOF0.55.ALUMINUMSHALLBE6083-TSANDBEAMINIMUM OF.12E T��' � /�
<br /> 1"X3.725'X.5'MULLION �� S 7E �•�•^'+�
<br /> THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).57RUCTURAL STEEL TO BE AT � .(� -
<br /> : � � � LEAST 125"THICK AN�A36.ALL ANCHORS INTO METAL SFiALL EXTEND AT LEAST 3 SCREW THREADS BEYONO (1'VF MULLION) %�s'.,aLpR1pP.•'' \��;
<br /> THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 5.5. i��S/�NA`��G��
<br /> A.�LYNNiM16d�P.E.
<br /> FL P.E.#5870.5
<br />
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