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Recten�ia smyma�a �a 301n Reelun�.i�r hepRden4 n� IAadllp �B� 1�2` � U ReUnnP�� TmPRd0n6 RCU�9� ftecte�u4r haWTd°"& R�� Tfa�d�� CoaHng ��0 �'Qfl� �� p}$ � noerona+nr 'freaTMm+s� Lonane Loadne toeGme �"e weang L�re � �� a (ri �� N �x4x.�a � �� . � ii p � � �� a � � � �� Alum.Tube � S � � �� " & � �, � 8 Mulllon �$ � �� '� $� �� Z �� Ul �� °�- �� '� �� . �� G �� a �o �� . a = {2tp tT0.0 020 1T0.0 4'u 40.0 7N 176.0 478 17i1.0 060 170.0 '.� 17U.0 992 1T0.0 618 110.0 flt6 1T0.0 52i 17G.Q f2+F4 tTQ.O 621 tT0.0 t48B 17oA 521 170.0 17J! 170A 521 110.0 iB&1 170.0 b2f � �B � 111 Q 4gin 17R4 I O& 1 T�.tl '"�� t�'� � 170.0 631 17a.0 16/8 170.0 EB� fTOA �1 S 1700 M3 1 7�0 13 i 5 1 7 0.0 � 5 O A iR90 t7QQ 738 l7Q� 1I8'J tiOA RSb IT00 2W2 170 D T68 17a.0 98�1 770.0 7!f8 � M � 5p,g251n 170.0 7�7 /70.0 F63 170.0 B76 � � .�-� 61{n 170.9 79T 170.0 81Y I70.0 958 170.0 B91 17a0 1N8 1TO.D 73� tTOA 177b 770.0 68J 770.0 1{3i t70.0 037 i70A 1644 1TO.Q &SB 1709 1813 170.tl 681 170.0 T�1 170.0 6 fi 1 1 7 6.0 2 5 5� t 7 0.0 991 � 60N 170A E85 170.0 701 170.0 1� 1T0.0 � 1700 1302 170.0 �8 iT80 N88 5700 8 170.6 l879 1 ab t� 17QA 5859 170.� 117] 170.0 72� 170.0 1� 168.7 x� fl�.0 t� 14b8 7b53 1 0.0 ii�71 Z � � 7� g31n 170.o B3b 170,p TAS 170.0 1118 � �g � '��yj � 6BIn 170.0 97� 1760 780 170.0 1189 ro0 � 770A tiBE i780 1� Tt�.O 17t1Q 17Q.0 1718 l7Q.0 1913 1iQA t�b iTOA 21Y5 1700 i3B7 116e �� 170.0 iZ� 121.0 218i i70A 199 t042 248t t7A.0 1`+� � �g Z @ c TtN 170.0 f083 170,0 �7B 170.0 7276 �o r � J Z � '�'{' N 0 � 78N t70.0 1171 170.0 837 170.0 13f� 1'7U.0 1040 17Q0 �8T0 170.0 1� i70.0 iTY4 S70.D 1Yd 1�-S t990 17C.0 1�21 1169, 4960 170.0 1E05 �xae 1800 1B1A 1618 109.7 106D 161A t53i 9Y9 tO6D t527 5 7E In 170.0 1151 170.0 Ab7 1TR0 iJ81 17d.0 1N8 ft�.0 58tt t76A i2� t7A.0 iN2 Sl0.0 l389 t�.t tl8f 170.Q t1ri t3T./ 1�1 16�.1 1EW 114.b 1681 ta7.3 tIT3 9D2 1�1 i398 i/59 8d-e i�i 137.5 1'iSt N N�2�o$ t?1g 8&9 tON 8f.9 172b E9,6 1028 Td.7 1728 021 1010 81A 1228 7'L2 B� 64»7 t72D 63.9 977 46.1 t� �i � g06t 170A 1�28 170.6 11M N9.1 ts98 1'A.O M1218 iZT.6 i5� l36.0 iiF6 tS1.8 l39H t21,3 7t78 89.1 134E 1t0.2 1162 OB.6 1988 fOt.B 1117 7/.6 1898 !BA 1771 fi39 53G8 &Z7 ti05 6'3.9 5395 7a.8 t QB h1 147A 1729 557.6 f099 1L2.9 1738 127A /076 105.3 l226 Si1.2 N161 9x a x f 081n 163.6 971 tu3.e � �.3 �� 81.6 816 BRt 914 70.9 806 59.7 818 420 T84 610 018 SG.7 TB1 47.7 810 6.8 77/ 34.7 019 it 6 768 3t.t 879 �Z 742 20 8 8 N t Ta2 Y Y i111n 95A 919 87.3 837 79.6 Bi9 Q N � � d 110In 76.5 788 TE.6 Tt8 028 788 8+-d 70S b3.4 7� 55.8 6aS 472 7fl6 48.4 668 41.9 7CB M.� B77 37�7 78B 40.6 8fi9 37.5 7!8 36A 853 2TA 788 3t.D $4t 21.8 766 28.4 Edt a$ �� ANCHORCAPACITYAbJt��MENT FORMIltA �a F Ed•m0.• 1MIn 43.7 548 H2 'S�{ 70.< � 37-4 'F8ti 512 644 �7.0 481 2T.3 646 2H.2 �5 T�.3 � 2d9 478 21.8 518 Z2.8 s7� t82 � f&6 � ifi.6 t�s 572 455 1A7 St8 15.5 � (ANCNQ��..o._��IwCHOR CAP.� � � u� o n�� TABLE128 MchorCe acl T�bla tal pmeaoAu � .rrwaua Ma� (��°)X1MULl10NCAP.�,,.,, �6kta1c. HaWx p.7U ��e 2�cwrcma ua�ssero y�s'Eko 1�a'sseico e�ostee S�� Si�tc�.� �7N13FORMUTATOOBTNNTHE°ANCH y�Q�CB a1CF�coUlfrecm v4'Ekou�raca� ��ya ��m Aggrc+�ata Sc+er(c5S �qppCITYREQUIREU"CIIRRESPONDING70AN Mtt�u'�YP� a/t�FJcoMrsm vrEtounraton �p�ro� q. 2-Vz 2 &i�a' T oA&' 0.54' °� ACNAIPRESSUREREQt11REMENTFQt2TNE AnchorCtlPPettem� �tts1,�eCnz 1• 2vx 1• z.flz' >ve� r z-trr �' �'y0� �' OPEN}N6,WFkEN[TISLOWEF7W�NTHEMUL410N 1-vs i tra� �tre� i us t-v�• t•tu• r �aus ��^�� '��, �yA. �ya' �.3�s Y wA �zws es��e it�ous, CAPAdTY(FROM 7HE TABI.E}OF THE SELEC7ED �s 3aams a�oms a5o�bs �o�e tsetms ztums z�� iams ��o�� 87aros ss4im sesiba a+tws a��° MUWON.iTWiCLY1Et.DAMiNiMUMANCH6R 2nMMrs�1/Y1NRO.C.f5la�tlatlwO�etCYPiFl4 7t WA �, �on�ds �szrwo �eeowz �ApACffYWNtGtiMAYBEUSEDTOQUALIfY anrcnas@2.m^umo.c.lstds�im{arascU�atflF9} v»mn 7n�ao B3oan laesma laaam� �� N� 7so1� 74swa oAotm ts82ms ceabs eeses tf�ms ADRITIONALANCHOROPTIQNSFROMTHE 6A21�bt381-71'MMO.G.131811�R1IofQ6Ci1C14(F1$4T �� 6H6R� SitD� 18A61G5 t� 785Ws NtA 7BRi� NtA ANCHORGAPACITYTABLE. bs GArclprs�9'MInO.C./R12i6ArykCrDf/iFlD�� 7 ae01m N!� tt�0�c 1122bs 1926t4s �Bit6 M7GIDi S3ZtD5 � it70tM 5i7Gke 1920Yn Zf4USE6 9BIARa D NtA WR NtA NlA N�A O7J PR(�JUCTitL'Y4SED 6Arcrors193�MfnD.C7R12cfiAiV�C�s7�S67' N!A WA NU WA iUA N/A ti/A Nra tUA N� wA �� NIA WA 71 ¢e nScnmP�Y�n6�V�Ih�hoFiDfld� 3ArcMisQAt.%'3dN.00.fU�CUp.VLLo.129'lWIII.(Fl&�k �A tUA RiA F1tA NtA tUA WA 4�riYdufgCoda 1�•0'a2ti8r0�7 6A11[MI�@0.61'MIII.O.CIU.Gip.lnb.12?IWT. �k Nu w� 6tt0s 6dd4ri 61UID5 fltcepidSW{� /��y 2McinPS�26�MtnOCJFLNP(FlGek 3T�Pos 970SD3 3f564 74:i�6 7YL�s N/A 2BOBa N/A 37BIDs N/A 146@s tUA 37105 t42ttl6 F+,;�pimt� Daie N B701bs N/A N/A 3531ts NtA �61ts MU t77A !UA 9Mcius�i.71•MGt.Q.C.tE{7W( .14X 4AIds SYJIha 979Ibs �GIRCLBD VALUES ARE USED W 7HE EXM7PLEON SHEET � _ 2 6U0' Mtdn Irada Pmdtx�Cm NQSE:PORTHE OFFSET CLSP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALOES AS THE STANDARD CUP• `��11 I��f t�rt FtGURE3: FIGURE4: � TRBLENO'fES: �� (}ty�.•-^��•M��l ��ir FIGURE 1: FIGURE2: • . � � � � \��ti<`�'' ��ceNs� '•��P � • 1)SEESHEET 1 FdR 1NSTRUCTl4NS ON U51N6 TNE 7ABl.ES AND SHEET 2S FOR MFOWJWTiOrit ON LOAOING.SEE SHEE'f52-4 1 � ,c dENEpAL IN37ALl-ATION MEl'HODS 4.000' `'i:` Wo.;:�37fl5 � � • • • _ � 2y tiNEAR tNTERPOLATION BETWEHN MULLLEN6TH9 ANDAOfi OPFSlING WIDTHS IS AIAAWABLE. _ 254" /'� � FIGURE'6: FlGURE6: � r�� • � � � 3)MULLIOt�ANo MULLION CUPS SHOWN ARE NOT TO SGt�LE.FOR F�1�CT Dw`E�ON'.S�E SHEET5 21 23.FKILES TQ BE DRILIID IN -: �-,Gi: y�g fp • t;!� THE FiELD F04.tQWtNG D�MENSiONAL ftEgSR1CT10NS SNOWN ON SHEETS 21•23.FIGURES SHOW SUGGESTED.APPR�X�MATE M4LE �.�j' SY yCt3�' ,�t` M' � �' � � ''�~ � � • �oct+noNs. �.��.Fca�tuH �ti'. � %,., ,;-......��•�;a d)SU&STRATES:CONGRETE SNAL�CONPORM TO ACf 301 SPECIFICA710NS.HOL�OW AND GROUT•flLLED CONCRETE BLACK UNIT 2.,X 4"X 25'MULLIDN f��5��J OI�;��-��`�� FIGURE 7; FIGURE 8: FIGURE 9: FlGUftE 1.: qN��.E CUP {��S}{q�(.CONFORM 70 iLSTM Q�BD.W00D SHALL BE PRESSURETREATED YELLOW SOU7FiERN flNE WYM+�SG OF 0•5�`• � �. • (FtGURES 5B.8j D AT LFABT 3 SCf2EW A.LYIS�NrMI{.�.ER,P.E. MUS7 BE U S E D ALUM W UM SHALL BE fi063-T5 AND BE A MINIMUM OF'125 THICK.3SEEt-STU6S'TO BE A MtN4MUM GRAS?6 33AN0 A45"tHICK( FL P.E N 58765 . +• � IN PAIRS GAU6EJ.5TRUC7URAl S7EEL TO 8 E A T C E A S T.i 2 S T H{G K A N D A 3 6.AlL ANCNORS IN7fJ MEI'Al SHALI.EXTEN � THREA4S 6EYOND THE MA7ERIAL.#10 6#i2 MICHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 4 1 0 S.S. � D . �