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<br /> TABLE 11A �� � �
<br /> MultlonCe ac Table Ibs/rt' ���, F
<br /> OpenMgWidth(RxverdcallyspermingmulNons)orOpeningHelght(forhorlmMaAy-epennlrgm�AAOre) ���� a
<br /> 601n BO ln 701n 80 k� 8U In 10U In 770 Yi 710 h 7601n �z:! p
<br /> RaierpWu Tnp/Map. RealanBNar TAp/T�aq. RxlmgNer TreqTNe�p. Recle�p�Aa llap/i�mp. Rectanpu1K Tnp/fdwq. Rwtarqui�r T�apf1Harp. RaolenOWor TnpTAenA. RalenpWer TnqTdanq. Rxlmpuler 7mqNang. C ���
<br /> Inedlnp Loedlnp Loedl Loedl Inatlinp Looding Loadln Loedl Losdhp LaedMp LoeMip I.aetll Loadl LoeA Loadl Loatll Loetlkp Loedhq �
<br /> 128"x 2.11" �B �0 0 �0 ^9 �0 �0 �7 ^0 °n y V
<br /> x.126"Alum ,��t. yy. �Lg� �,y �j L,7� np �j �, �j �j o �'
<br /> TubeMull � �� J �� i3 �� O U a � �� � �a U �� O iS� i3 ��' � a 3 � �� � ��" � �g � �g � �� � i�� � �� � �S�`
<br /> �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� s� �t �� �� �� �� z� �� �� �� �� �� �� �� �� �� �� �� �� �� _ ���
<br /> 12M 1�4.Y 52B 187.0 A3! 1702 628 1<B.9 �18 107.0 5ZB 13&B dt< 90.1 626 73�.8 �11 807 628 134.1 411 72.1 S46 1��.1 411 90.1 628 151.1 111 51.5 588 194.1 A17 46.7 6T8 731.1 N1 �
<br /> �BM 88.8 �0.9 10BA ]9� 80.6 IOJ 8�.7 776 BB.O 903 BBA 320 80.4 10� 81.4 317 69.7 �0� 78.1 316 {p.9 107 7B8 371 40.8 103 7&B 31� 3/.6 �07 79.9 311 30.2 409 78.8 �fA "�
<br /> 7
<br /> 60.926 M 82.7 3E2 91.0 J01 BB.B �B2 78.J 291 98A 382 71.9 799 67.5 382 87.2 2� �5.7 782 9/.8 481 112 �02 03.8 28a JA.� 382 83.5 Y91 Y8.0 382 83.6 2B3 26.7 384 87.6 283 W O�
<br /> � 601n 87.8 21B 7�,1 T87 68,6 J1B er,2 481 /0.6 �18 87.7 966 �2A �18 69.6 467 77.7 91B 60.8 260 J�.9 910 IB.6 2�8 78.� 91E 48.1 24B IIq.2 71E 18.7 Y48 71.1 91B d9.1 24B m O
<br /> aC 80hI �9.5 268 6J.7 41Y �12 26B d5.7 21� 35.3 RSB M.7 410 70.8 TbE �).2 R07 Yt.B T6E 9�.8 20� R/.7 SfiB 3JA 703 IO.B Y6B 9Z2 YD1 17.7 YBB J2R 201 1E.6 26B 32.Y 201 � U m
<br /> �
<br /> � l71n 12.7 231 �6,p p00 J6,8 23/ 39.1 79S 70.6 Y]4 90.7 iBY Il.7 7J� 97,e /B8 2�.7 Yd0 TB./ 188 71A Y3/ 28.0 181 17.8 4�! 28.6 109 16.9 Y3A 28.6 tE3 1�A 23� 28.6 18� � Wa
<br /> � 89M 77.4 41J 38.� 187 J1.0 473 33.7 170 2B.6 P13 29,8 178 RJ2 47J zy.0 773 40.8 ItJ 26.1 t70 18.8 113 Y].7 7B0 16.6 473 22.2 787 13.9 219 �3.0 fOB 77A 279 22.0 100 Z (n� �'
<br /> 7RIn 4B.9 179 90.1 166 17.9 77B 26A 787 IOA 170 42.8 7�0 17.8 77D 10.� 147 16.8 179 1&T 146 j �� � �
<br /> ]B M R1.9 187 Y6.� 710 20A 781 21.8 7]7 17.4 181 19.0 136 1b.2 1B7 77.0 19J
<br /> 781n 22.6 762 T3.6 199 1B,B 1CL iB.9 1J1 18.1 1b2 17.6 120 ¢ N �
<br /> ~ � Q W
<br /> TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' N
<br /> Anahor Capaoiry Tabk(Ibs) ANCHOR CAP.,,,,,,,,,, F x}Z p
<br /> 9ubnl�a: Y.7k Concrele 3.6k Caro. low CMU FAIM CMU P7 oetl Me1M (��X� )=ANCHOR CAP.,,, (n �0 � �a
<br /> MULLION CAP,,,,,,,,,,
<br /> 6fIS Elao 1l9"53 Elco W7B"E�o 7M'S6 Elco MO SNh N1R SbN M1251ae1 � N
<br /> MehaTypr. alfe'Eko UNacon 1/I•elw Ulwwn 0/te'Elco lMreeon �la•Eko Ulmeen USE 7HIS FORMUTA TO OBTAM TFIE'ANCHOR W
<br /> AnClwf Cpp P0R9rt18 lntrecon AppmGalor Ulneon AppnGela Semv(08)Smex(O6) 3ciew(GB) � X �
<br /> � a �; CAPACf7Y REQUIREO"CORRESPONDING TO AN � fn
<br /> Emhsdmanl(Ml: 1�iIC 1.'f/4' 1J/1' 1-3M" 2' 1-11/' 1-0H" 1-t/1' i-0/Y 1-0/4' 1-1M' Y' �-� iaie^ Uaen�aa) QpENING.WHENITISLOWER7HAN7FIEMULUON � O
<br /> 1 Anctron�7'Mln.O.C./(2)4x6 Anple q�ps(Flp.1): 7801ba 7B0 Rn 8BO Ibs 16BO Ibs 1986 Ns 640 Ne 5801M WA 7BO IW B381be BBD Ibe 2J641bs 86216s E401be 147216e a�•� Z �
<br /> CAPACITY(FROM THE TABLE)OF TFIE SELECTED
<br /> MULL10N.fTWIIIYIELDAMWIMUMANCHOR � ��ao''
<br /> CAPACITY WHICH MAY BE USED TO QUALIFY � � �-��
<br /> ADDITIONAL ANCHOR OPTIONS FROM THE
<br /> ANCHOR CAPACITV TABLE.
<br /> TABLE NO7ES:
<br /> 1)SEE SHEET 1 FOR IN3TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. �268„ PtiODUCT RCVISBD
<br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r � as cmnplY�^8 H'��h Iha Florida
<br /> Dnfldin8 Code t
<br /> 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � pccep�w�eNo �
<br /> FIGURE 1: P ex Imtio 9n�o
<br /> 3)MULLIOId AND MULLION CLIPS SHOWN ARE NOT TO SG1LE.FbR EXACT DIMENSIONS,SEE SHEETS 1&20. a
<br /> � � � � ALL MULLION CLIPS MAY BE FACTORY MACHINED ANb CONTAIN UIdUSED HOI.ES.NOLES MAY 6E DRILLED IN z,��6" Minmi ade ProducCCo 1
<br /> THE FIELD FOLLOWING DIMENSIONS SHOWN ON SNEETS 18-20.
<br /> ANGLE CLIP MUST BE USED IN PAIRS. .125' ����������
<br /> 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� .�� M� i�
<br /> CONCRETE BIOCN UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED ;�`�,t,0�.•• "'•••.�C�c ��
<br /> YELLOW SOUTHERN PINE WITH AN SG OF 0.65.AI.UMINUM SHAIL BE 8083-T5 AND 9E A MMIMUM OF.126' T \ � , ��GENSF •.,'D �
<br /> THICK.STEEL STUDS TO BE A MINIMUM GRAOE 33 AND.045'THICK(18 GAUGE).STI2UCTURAL STEEL TO BE AT �,yg•X 2.11'X.725"MUIIION � �' '•'� ;
<br /> LEAST 126"TH�CK AN�A3B.ALL ANCHORS INTO METAL SHALL EHTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULl10N) �*� No.58705 -
<br /> THE MATERIAL. - ' _
<br /> �-o'• G 1 t 3o t t w;
<br /> %� '• STA C OF . \,���
<br /> ���'���'•;°(OR10i"•'�U,;�
<br /> �''�.`,rS/ONA1-E;...
<br /> -�- ---- - ---- A.LYNI�MfL'L�R,,P.E.
<br /> FL P.E.#58705
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