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-- -_ ----- -- - - --_- --- - ---- --- -- - �j TABLE 5A - --- --- --0�� -- --- ,t MuII(on Ca ao Tabia lba/ft' OpaningWidkh(forvarticeVy-sparWrgm�liore�orOp�nlnBNelBht(forhothnrtelly-sperrirgm�lia�s) '�� LL SOIn BOin 704� l0in BOin 700h 72041 UDI�i 180tn � 0 Roclen9�lef TteNfMan& Re�ten0�� T�epRdury. ReclmgWar haNrrtan8. Rac4rn9�� T�P��'e. Recte�gWer TreMdwig. ReGengder TreP'men9. RacW9�� TieplTlten9. Rueten�lu T�eplfdan& Raclengula` TmplTAm�g. a 1"x3.iT6"% �°dn0 loadn9 Loadne LoadnO LoadnO lAa6n0 Loa6n8 LaeAoO Lva�9n9 WednG Load�9 LwA�V Laedn9 Loa3n9 Laadng LoadnA Lna6n0 LoaduO �Z fi .eoo"plum 4 ��,. �' �.. �' a �_. �' a � a�. � ?' a_ �' a p �' �' �' �' �'„ �' z' n �.. �' x � a a �... TubaMull � �.B � �� a �� . � �g � �� . � �� e � �g � �� N °° � � � � � � � b$ �� k � b& �� .�� � �._ _ �� - .� � 4 � �� o � J W 42in 770.0 820 170.0 �35 170.0 744 �7U.D 1T8 170.0 BBB 170.0 506 170.0 B82 170,0 518 170.0 7178 110.0 521 170.0 12,10 170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 621 151.4 78D2 17UD 521 J = IBN 1711.0 70B 170.0 SN 170.0 �+0 170.0 501 170.0 9B2 570.0 830 770.0 1133 1T0.0 BB1 170.0 1275 17d0 AT7 170.0 f117 170.0 680 757.7 1577 170.0 8EU 155.f 1577 170.0 B80 �1&2 7677 170.0 860 � � �a � 50.B25N 170.0 7i7 770.0 58] 7740 80A 170.0 631 170.0 1019 170.0 BN 170,0 1t85 17D.D 727 170.0 134G 17Q0 747 170A 44B1 170.0 758 1�1.7 1195 1T�.0 758 121.5 f185 170.0 156 108.3 7�93 170.0 758 W O� � 5�hi 170A 797 170.0 012 170.0 B58 170A BB1 770.0 1H0 170.0 751 170.0 1275 170.0 B07 18l.7 1�6I 170.0 &7T 1�85 tA01 170.0 B:8 721.0 NOf 170.0 B8f f08.8 1�01 170.0 881 67A 11U1 170A 881 � � � �"' J BOIn 170.0 BE5 170.0 701 170.0 1083 170.0 7B7 160.6 11fiB 170.0 e7B 179.7 N5B 18T.0 8t8 123.� 1758 758.6 Bf7 1flA 7158 11B.7 B10 82.5 B56 1N.5 803. 78.3 H5B 144.5 BOJ eDA flfiB 144.6 BD7 .� 831n 110A P30 170.0 715 158.E 1019 770.0 850 137.0 1048 155.5 EOU 11B.8 f018 1�1.7 B1B 109.6 1018 13Y.0 B3B BS.D 4019 125.5 B4B 78.9 70/8 170.7 B!0 BES 76{i 118.0 818 SB.B 1D/8 11E.8 018 � � Wg m � 8pN 1gg,g 855 170.0 709 17D.0 955 151.3 B01 118.1 B65 737.7 788 1�.2 855 121.{ 776 B2B B54 N20 765 87•4 865 108.4 757 80.6 865 08.8 71B 59.8 B55 89.7 718 521 &S` 88.7 748 ? �� 0 J T11n 1Z8S 803 13�.8 897 107.0 603 11�.9 882 91.8 603 701.1 B7U 803 BO3 81.2 859 7fA D0.1 A3.9 b4B 61.2 80'! 70.8 B42 53.6 80.t 722 882 I5.9 003 89.8 82B 40.1 807 BB.7 827 J J� �OZ � 78{n iQ92 721 111.1 B2B Y1.0 T21 57.0 616 78.0 721 65.1 805 08.7 721 78.5 SBS 80.7 711 70.1 588 51.8 721 85.1 570 I5.5 721 59A S6Y 39.0 7Z1 SB.B 58� 34.1 72I 5�.1 5B3 Q�= r � 701n 707.0 BB4 1�.1 59B 81.2 8B4 8BA 587 722 6sf 70A 578 63.1 684 70.� 587 58.1 884 64.4 558 50.5 684 59.8 551 {2.1 884 51.1 541 76.1 B81 51.3 538 71.8 881 50.8 514 ~ � Q � o 901n 85.8 61� M.9 �7B 6f.e 614 G7.3 ME 47.0 6f1 60.0 MO �1.1 5f4 �l.B 4�3 366 514 iQ6 IZl �.B 61� 37.3 121 27.� 514 33.0 412 21.6 61� �0.4 100 2U.B 674 47D �09 Q � Z W O ggln 54,2 154 55,7 Ip{ C52 1:¢ �7.0 39B 38.7 IS] 40.9 780 �3,8 /52 �8.4 J81 30.1 �62 328 378 77.1 �52 30.7 373 22B 152 28.8 3B5 1BA S52 24.2 359 1QB 142 12.8 355 y x,�$ �O�°� �X 1001n 78.1 757 38.0 J22 31.7 35Y 327 317 27.2 357 28.4 372 23.8 S57 �i2 30D 21.1 �ST t27 903 18.0 731 20.8 289 16.9 �57 78.0 203 13.8 357 18.2 287 11.0 357 15.0 18] W � Y �1 1111n 35.1 338 35.8 306 28.2 378 30.7 J01 25.0 3�8 26.1 2B8 27.8 338 23.1 � 18.5 3J8 20.8 28B 77.5 338 18.0 281 14.8 37E 18,5 278 12.5 3J0 11.0 273 11.0 33B 1J.6 268 � [�1 U1 lq 1201n 27.7 289 732 ffi3 27.1 289 2J.7 T59 1B.D 289 20.5 258 17.3 289 7&1 752 16.1 288 18.3 249 13.8 1B9 14.9 2l8 �1.8 269 72.E 210 8.9 108 11.4 238 8.T 288 1�.4 232 U x Q � � a"~ �y.,fn (n TABLE 5B ANCHOR CAPACITY ADJUS77VIENT FORMULA: �� ¢ E�� AnehorC� al Teble Ibs ANCHORCAP.,,„,�, S SWslrzl¢ .7KCorcrtfe �SNCant. Md1owCMU FlucECMU FrWood M9a1 (�F)X( )=ANCHORCAP.�„ � �� ytc E�co �a•sseeo disEko vesseim a�aslcel N12s1m1 mzs�eei MULLIONCAP.,,,,,,,, Ancharype 9'10EIcoUllrsm V4•e�coUMiacm ��i� s'�CF�coUerecm v4'eeouuracon ��or unmcm nggreoAa s�mv(cb)Sem.(e� scrcw(G� USETHISFORMULATOOBTAINTHE'ANCF{OR RnchorCllp Pettemo eugeosiamepnX r 2•v2 7� 2-vz ava �' 2�rr r z-ur r 3�8� � o.ne• asr o.aze� CAPACI7YREQUIRED'CORRESPONDINGTO p,um�nan y�e• ia�4 iaa• ta�e• r +-w• �-vs �-�a• t•va• �a�a• �a�a• r 7�3�8• tara �es ACTUALPRESSURERE�UIREMENTFORTHE 2 pM11D19 @ 4.TS AfiR O.C./Slardxld rf�BN C�'p(Fl&�C �� T�D�S 2BD�ns �C ics 7aoae �a ms csa ros �fs ros s�t ms aaz mc seo a OPENIN6,W HEN IT IS LOW ER THAN THE MULLION d Mthon Q 1.1P Nh O.0/S1a1tlaN(a Of6C�)CY.p(Flg ZJ em ms 7001ns NIA xrn nin n/n JED I�s. H/A w� w� wA tun sezos ees ms �+a�ms CAPACITY(FROM THE 7ABI.E)OF THE SELECTED aArcrors�3�Mm.o.C./(21�5Am�Cqs�(Fl&�% '+�� m� �� os sw� wA rsoiu 74ems aeows �aa2as �2ms ea5ws nan% MULLION.ITWILLYIEIDAMWfMUMMlCHOR 7ARton�0.45'MIn.O.C.IUCOp,Wo.125'Afum.(Flg�lj NM WA t1/A WA t7lA t1/A WA NIA WA NIA WA WA HfA WA 70731m • CAPACITYWHICHMAYBEUSEDTO�UALIFY ��rcr�w�Fc�pap5� 1�ms ��sms m�s wgma s�zros i�s�s �� mwe a�oics �me a�ms araioa ��oas 2ztms asoma ADDITIONALANCHOROPTION3FROMTHE iw 2Anclnrs�l.lYM�nO.C/FL9P(RQ61 2fOD% ��° N/A !�A N/A WA 190fOs NIA WA WA WA WA 947ms <421us :BUme ANCHORCAPACITYT . PROAl1C1'RGVISliU NOTE:FOR THE OFFSEI'CLIP,USE 7HE S/1ME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARO CLIP m eomplyingwiih ihe Flodda F-1.000'^I Ovilding(:odc n�ce��rora 16-b218.o3 FlGUREI: FIOURE2: TABLENOTES: H iretionDale �72I � � � � 1)SEE 3HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. � �p�� � � SEE SHEETS 2-4 FOR GENERAL INSTAILATION METHODS. ��t I i i 1 I�� 2jLINEARINTERPOLATIONBETWEENMULLLENGTHSANDIOROPENINGWIDTHSISALLOWABLE. 3.125' ``�`Oa� •" f"�•��F,,,�: � FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EX/1CT OIMENSIONS,SEE SHEETS 27-23. \Y?• �,\GL-NSf '•.'Q'f i HOLES 70 BE DRILLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHONM ON SHEETS 21-23. .�_: n��a7C5 '� � � � � FIGURES SHOW SUGGESTEO,APPROXIMATE FIaE LOCA710NS. _ n �• � ANGLE C�IP MUST BE USED IN PAIRS. A)SUBSTRATfS:CONCREfE SHALL CONFORM TO AC1307 SPECIFICATIONS.HOLLOW AND GROU7-FILIFD �� '•l/� r � ; Il!= CONCRETE BLOCK UNIT(CMU)SHAII CONFORM 70 ASTM G90.WO00 SHALLBE PRESSURETREATED � -� ' �.� � . I.0� ='A'• si,,rr F . �. FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WfTH AN SG OF 0.65.AIUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125' I THICK.STEEL S7UDS TO BE A MINIMUM GRADE 33 AN�.045'TH1CK 18 GAUGE�.STRUCTURAI.STEELTO BE AT 1"X3.125'X.5'MULLION :C7/,��-.,FLO(i��• ,�G\� ( (T VF MULLION) � C : � � LEAST 125"THICKAND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�S '..... •1 �� ' . . � THE MATERIAL.#10&�t72 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR410 S.S. ��ii�,��'��i�� A LY�IN�MILLER,P_E. , FL P.E.�58705