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TABI E 5A �
<br /> MuHlonCe acl Ta6k Ibslft ��� '�
<br /> Opening Wldlh(forwAicaly-spanning muq'iona)or Openln Helght(forhorizonla0y-apanning muAlons) ��xg�� �
<br /> 50M WM TOM e01n 801n tOpM 120ln 14PIn 180kt �"' O
<br /> Raet+sn0�� TrN#Tr(ena Recieeq�der TiaaTrtai4 Rx#anW�at ira�rtanBL RxtanRdm TreNlftlnrg. Racierfputar 'ha�a'i'dm9. Rect� 7r�aTde�+B. �ta,D�iler TreWttlmD Rselaqidef TieR''m�ero� RaNeM�+�er Tr�YT�mB� a��
<br /> 1'x 3.126"7c ��q Loadhq lnaEnO Loedfn0 ���Y LoeAnO Lmdlnp Loealnq luedMfO LaWnO Lae1nrq Loadln0 LostlhO Loednq Laatllnq laedln0 Lnetllnp Loadln0 Q Y c�
<br /> .500"plum k.� F �. .�. . ,E, �. s " 4'
<br /> Tu��uu � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � ��
<br /> �� �� �� �� �� �s �� �� �� �� �� �� �� �� s� �� �� �� �� �� �� �� �� �� �� �� s� �� g� �� �� �� �� �� �� �$ � ���
<br /> 42tn tT4.0 82U t7tf.0 i95 1T4A T84 476A �T8 776.0 898 iTQO `.�PB 170A 9B2 17QQ 519 R4.0 it}8 f70,0 52f 17RP 12� 178.� 52f 174.0 1�86 170.4 521 170.0 1796 i74.0 b31 16J.4 1802 170.0 521 �
<br /> Itlln 1700 70B 710.0 524 170.0 B50 17Q0 SB4 7'l0.0 882 170.0 d90 170.0 113� 1100 BB1 1700 7i73 170,0 677 174.0 1417 170.0 990 167.7 7877 170.� 9Bp 135.1 1577 170.0 8B0 118.2 1577 17tl.0 BBO � ��
<br /> 6p.84661 170.0 747 77U,0 E93 17Q.0 8BB 170.0 B�1 170.0 1Wd 170.0 6& 170.0 1i93 170.tl 723 170,0 73l5 tiQO 747 1TO.tl 1409 1'7p.D i68 197.7 1496 170.0 7S8 121.5 �4B5 170.0 T5E 109.8 1485 /70.0 75B w „��b°
<br /> Mfi 170.0 J9t 174.4 8#2 17d.Q 868 170.0 �t T74.o til8 fTSAO 7S1 f74.0 1275 1T6.4 L03 tE8.1 hIP9 170A ftit N6.5 1�lOt 1T0.0 834 12f.8 114t 1T9,U 881 t06.e ti0} 170.4 �i 53.4 1401 170.0 �i � �
<br /> lbin 170.0 888 17Q0 701 170.0 1083 i70.0 797 158.5 1159 170.0 Q7B 198.7 7158 iM.O 820 1231a 7168 168.$ 917 117.0 1156 MY.7 B70 028 1169 141.8 6IX1 10.3 1168 7M.8 009 9Q1 7768 1A4.9 003 � �
<br /> B81n 170.tl B90 170A 745 Y69.8� 1dIB 770.0 B50 137.0 1MB 155.6 900 17B.B 7000 111.7 Ede 108.6 10qB 1920 838 BSA 1dB 1@5.6 B2B 70.8 10qp 118.3 B20 BB.5 10CB 11E,6 610 60.9 iM9 tie9 B1B �
<br /> �
<br /> p� 86k1 199.4 655 174.b 78B tq@A 855 tEt.3 BpC ft4.t &Sb t33.7 788 t04.4 91flf i2t.4 't75 92,8 865 1t4.e 7� SS.� 965 t�.4 767 80.6 856 98.6 764 BB.B 956 98.7 7A8 62.1 85,5 98.T TAB � (!t� �$y�
<br /> j Y2M t28.6 b07 19d.$ 897 1Q7.0 BN 114.8 B82 q1.0 Btl3 7o1.t 67U 80.9 8Q7 Bf.Y 06B 77.4 B03 &7,9 B9B 8d,2 B03 78.8 &12 63.6 B03 722 9�2' 16.B UO3 99.9 B20 40.1 609 BB.� E27 � J� y
<br /> iS
<br /> � 76M f08.2 'M7 17�,1 B2B 87.0 727 67'.0 818 78.0 721 �.1 B05 88.9 721 78S b05 60.7 7Y1 70.Y 5B8 liA.9 721 l5.� 576 A6.6 721 50.4 5B9 38.0 T31 58.8 68A 30.1 721 58.1 b83 „� J �
<br /> 78k1 1Df.0 88+ 1D5.�f SW 8{.2 8@4 68.� 58T 71.2 9&i TB.A 678 83.1 E84 71.t 66T +�.f �4 &tA 658 50.5 @8# 69.@ �i A2.1 �1 SC.1 6It 9ltt B81 6t.3 878 31.8 BM 80.8 53b f- _
<br /> � 4 N
<br /> 60h1 B6.B 61< d7.B 958 W.B E14 87.J dG0 A7.0 51� 60,0 44U 41.1 514 19.E 439 ]Bg B7� A0,9 !D 9Y.B 5N 37.3 121 27.1 674 33A N2 13.5 $14 90.4 .IOB IIX9 614 10.0 �03 Q � .tiG. �yyy
<br /> 991n 548 �62 65.7 �09 �0.2 462 /1.0 9B8 9&7 152 �0.9 990 93.8 A52 9E,4 �!M 30.1 431 92.9 97B 7/,1 454 910.3 �73 P2.8 <6� 18.8 986 10A Atl2 2l2 95B 1B8 452 22.8 �56 f7 N� ���
<br /> J4
<br /> �9tlin �.4 357 aeA 322 3f.7 367 32.7 3i7 2t.2 957 28A 8f2 29.H y5t ?6.? :1� 2t.t 56T 22.T 503 10.0 36T 2�.8 294 16_9 337 te.4 293 19.8 35T 182 287 11.9 987 ifi.0 28a � C1f
<br /> tt71n 35.f 898 35,B 308 2p.2 33B 90.t 301 25.0 939 28.1 209 21.8 938 23.7 2S2 10.8 93B Z0.8 2B8 17.6 399 19.0 26! 14.8 93B 18.6 278 125 928 140 27J 11.0 .S38 78.8 Z8B a �+j Y
<br /> N
<br /> 1201n 277 288 YB.2 2B9 23A 480 $3.7 25B 19.8 4BB 20.5 250 17.9 20g 18.1 262 15.d 2B8 18.8 19B 19.0 ?6e tA.9 348 it.e 2BB 12.8 210 O.B ?99 H.4 p�B 8.7 2B9 10.d 2Y1 O
<br /> Q � Z
<br /> TABLE� awcrwR snPncmr noausrn�NS FoR�nu�n: g �o
<br /> AncborCapacl4yTpble�l6s) ANCHORCAP.„„,,,,, '�� � ���
<br /> ime: z,ni cacm�e s.ck Crnc. owcM Fp�ea cMU rr waotl Me�el (OP)x( ">=ANCHOR CAR.,, # -�
<br /> vta�Eko vr ss�ca evie^eico t/A`SS Eko M�o s�w d�2 s�eei qit s�eei MULLION CAP.,,,,,.,„,
<br /> Aneho[C�Petletris �"6}10f�Yv� a7tC eko UlUecon V4•Eteo Uk�ew� �� atts'E�eo uq�aeon tte•Etrn 1Ntacon RppraG�ar tmnoor� RBO�ti�a 3emw K�?Se`ew{e�Sarea{G67 USE TF�S FORMUI.A TQ Q87AiN TF�"ANCFIOR
<br /> saoeorois�d(rM: r' z�rr y" z-vT at/e^ r atrr atrr S a�tc z� o�e° O.� 0.3�4" �PACtTVRE4t7�26D'C�2RESPOF7�NGTORN
<br /> em�.arr�n pN: +-sr� i-ara• i-aa� r•aun^ r i-w^ i-vr �-vr �•va� i-v� 1-1l4" T �a�e� �-ye� Caee nrnea� pCTUAI PRESSURE REGIUIREMENT FOR THE
<br /> 2 Anohas Q q,76"MN.O.C.!61eMert1 CMp(Flp.1): 980 ke aeo ma asn ro, �p roe iean n» r�o r�, seo m as�nm �ao ros �ree w sea ins i�ez pm aza ws 2o iu, �p ib, OPENING,WHEN IT IS LOWER THAN 7F�MULLION
<br /> aqnoncra�f.�s�tk+n.O.C.tat�dc�r�q.2}� a�me roaros nvn wn wn run asama w� wn wn ww wA asxen aw� »�o�a '�PACfTY{FROMTHETABLE)OFTHE3F:I.EG7Ep
<br /> 1 A�qhus�3"AMn.d.C.!pj 2x6Argte t�e{FlO 93: 780 Pos 780 An �O I6e tSBO Nn t�Poe Zro Rro b%f kro 1BA 78tt @s 938Ibe 6a0 Xu 2964%s 65?fis dMi lba 1144 tbs MllLS.tflN.4T WlLL YiBID A to11NIMtNs+1 Ah7C,1�#OR
<br /> 0 Anchas�0.45 Mln.d.C.i U-C%p,IMo 1/B"Alum,(flp.4): WA WA WA NIA N/A WA WA WA N/A WA WA N/A WA WA 1W�� r+APACI7Y WHICH MAY BE USED TO QU/1UFY
<br /> ADDITIONAL ANCMOR OPTIONS FROM TWE
<br /> 1 A�taMr/P.Cpp(FIO�6): 165 be ia5 be tt5 be aas me exz ioe �ss iw tao me n7 ibe s�o ibe za�ros saz me ss�roa �es roe 2ta ro. 2so ine ANCHOR CAPACITV TABLE.
<br /> 2Anr,hntsQf_16"Mh.O.C.IF{�tp�ip.6j: 2AQlbs 350Nao- WA WA WA WA iHOk» WA #YA WA WA !bA 828�a 420�a bptlba �+(�Qpr�ICi'R6VIS1's�
<br /> NOTE:FQR TF#E OK'FSET C�IP,USE TtiE SAME ANGHOR PATTERN AH6 ANCliOit VALt�S A3 TNE STAtJDARD C�tp. ��+�i+�7„+9��t�`���
<br /> F-1.000"�-I Bvildin�I(:adc �
<br /> Acccptdnw No��
<br /> FIGURE 1: FIOURE 2: 7ABLE NpTES: E iraUn to
<br /> � i � � i)SEE SfiEET 1 FOR INSTRUC7tONS 4N USINC,1tiE 7ABLES AND Sh'E�7 22 fOR MFORMRTI9N OM LQADMiCx M�o ado Product cbn
<br /> O O A � SEE SHEE75 2-0 FOR GENERAI INSTALI.ATION METMODS.
<br /> ��1111111
<br /> F1{3tk2E 3. 2j LINEAR INTERPql,ATION 6ETWEEN MUII LENGT#iS ANDlOR OPENIPiC3 Wt6THS IS ALLOWABLE. 3�25, ����,i��� �Jlt ��i�
<br /> 3j MULLI6N AND MUI.LION CLiPS SHOWN ARE N07 TO SCAIE.FOR EXAC7 DIMENSIONS,SEE SHEETS 18-20. \�,�'�'�`�•��C�NSF ••F'P ��
<br /> � • � . AlL MULUON CLIPS MAY BE FACTORV MACHINED AND CONTAIN UNUSED HOLE5.HOLE3 MAY BE DRILLED IN � `z"� •.* �
<br /> THE FtELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ^�'� No.56705 -
<br />� ANGLE CLIP MUST 8E t1SED tN PA}RS. qj SU657RATES:CQNCIZETE SHALt CORIFfJFtM TO ACI 30i SPEClFiCA77QNS.HOLl4W AND G(iOUT-FIILEb '� _ � * .tY=
<br /> CONCRETE BLOCK UNIT(CMU)SHAIL CONFORM T4 ASTM C-90.WO00 SHALL B6 PRESSURE-TREATED � �'C1 '� (�30 I� W�
<br /> FIGURE 4: F'IOURE 6: FIGURE e: YELLOW 30UTHERN PINE WI7H AN SG QF 0.55.ALl1MINUM SHALL BE 6063T5 AND BE A MINIMUM OF 726' �•x 3.126'X.5'MULLION ��Q 'G 5��'�'��
<br /> � TNK:K.STEEL STUDS T4 8E A MINIMUM GRADE 33 ANO.Q45"TMICK(18 GAt1GE).STRUCT43RAL STEEL TO SE AT r(� '. R{pRi9E` '("j��
<br /> � # LEAST 125"THlCK AN6 A3S.AlL AFlCHORS FHTO METAL StiAU.EXTENA AT l£AST 3 SCREW TNREADS�YOFtD {Y i+�t�EL�Nf �i� �' �;:
<br /> � � � THE MATEIZIAL. ����sSIONA�-�`
<br /> A.LYN�I�uVILL�R,P.E.
<br /> FL P.E.#58T0$
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