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M F <br /> � bbin 170.0 TAH 170.8 82i 178.6 850 170.Q � t�A � f7Dfl 694 1T0.0 1195 17U0 �23 1700 1315 170.0 747 1810 1�00 f706 7".A 1 92 t4`� STOA T68 tt99 1l58 flDA 7158 70►4 14G8 770.0 758 N <br /> 5D.425In 170.6 7i7 t78.0 b83 i70,9 E96 ila. ~ W � J <br /> 6AIn STO.Q 797 170.0 612 i7A.0 9Cb 5740 78T 15e.9 1130 1700 ee t380 11SB 16�.4 WD 1236 1168 1558 919 111.2 1�56 i5a0 812 82.7 it58 144.8 e� 79� St`v8 ''H48 4�' 89S 158 1t�e 8�+" _ � @ � <br /> 60In 170.0 SBi tT6.0 T61 ��a.a it3a3 t]9.9 z �� z <br /> � �� � ��1 <br /> se.e sss so.s ea so.e s�a $ z <br /> 81In 570.0 B�fl tt8.0 715 480.i tOST ifi5.6 &45 1!@.4 057 134,0 780 1W.6 '457� 12�6 77Y 172.8 £K7 112•E 6T B5B 9i7 1686 76B $88 SST f00.0 T:+O b�7 93T' 9&9 7�8 622 957 '99.B 7�E <br /> � 53.6 SOt 72.3 6fJ 46A 804 "'� Iff <br /> 88in iet.i eTa7 17UA 783 i19.3 45 g�.I 65p g{.; b0i T8.8 �13 �.7 pgy �4.2 722 C�2 �"� Q t0 � <br /> � 721n 128.T 864 5352 888 S0T.3 eW tl6.2 684 91.8 U04 101.� 871 80A B04 81.4 680 775 801 � c- <br /> �7-� �`! d � O <br /> ' '1 TSin 4624 742 it<A 630 91.2 722 972 819 78.2 7Ct 63,3 606 6A.4 722 76.7 598 80.6 7n 7D.3 688 64.7 7?2 65.8 SEtt d58 771 59.5 tr?A �4,7 7: 2 <br /> r �� „o 0 <br /> � T81n 191.2 8&4 145..� 894 84A 885 89.8 688 72.� BBS 78.5 6T7 Gf.7 685 70.6 5�9E 562 685 64.6 E69 60.8 885 60.! 6S3 +2S 885 54,3 545 36.2 BBS 6t.4 637 71.8 685 60.7 5 w � <br /> �iii fi5.8 815 86A 457 54.8 57fr S7.S �� JBB 453 4.0 381 319 45J 58A 385 62 t53 33.0 374 27.2 �5S 3fl:1 a� P26 453 ZGS d68 t9.4 453 1A.� S6D f'/0 453 22.9 758 � <br /> gpi� 6{,a 453 SS.& 464 �5_S 159 47.1 3 � x <br /> 1-" u'i <br /> tae t� ]8.4 JSB 39.0 323 �1.8 J59 32B 31B 272 359 28.4 �13 2J.B 358 25.2 306 212 �e 92T' �0� t8.i 350 2A.8 3Q0 15.9 366 t8.0 �3 U N Q <br /> itt M '.9�.1 J3� 3+.& 396 29.1 3J8 30.1 701 15.1 338 76.1 287 22.0 339 212 263 i9.5 336 P0.8 284 17.8 31B 18.1 2a+` Q..r Z � a <br /> 1201n Y7.8 29Q 28.J 264 2a.2 290 27.8 2S0 19.9 200 Y08 268 77.i •2A0 181 253 15.+t 2�6 16A 2A9 �a � �a� <br /> ta4in ts.t 2nt ts3 tee ANCHOR4APACSTYADJUSTM£NTFORMULA: o �N ���� <br /> My� {OP,}X t ANCHp��^R�CHOR CAP.,�, <br /> TA81-E8B MchorCa eG Tabta ibs H��u FpledcMU PTWoo4 WULLIONCAP.�„�.,„,. <br /> S�yU.j(g 2.7aCarct�e �`��. Vd'SSEko 9I6'Eko 17MSSE(CO Mt6SteH b12Sieet #12StEC) <br /> tvts Eam pgqrett�tot unmton AggmG9�* Sccen Scb)scrcw(cs� scrar(c3� USE THIS FORMUV+10 OBTAMI7NE'N`��NO <br /> tra•Hcuuttracon 3te ElcaUneacm tta FJcoUAms+n o 6A, p�q. CAPACITY REQUiREO"COftRESFOA�DlNG TQ AH <br /> MtnorRDe Jte6�°u�m unreaon z gtre' 2' ���� AC7UAlPRESSUREREQVIREMF1dTFdRTHE <br /> AnGhurGilAPatffim0 2.7i? i' 2�72 3tr8" t` 2-1l2 �' Z'yZ 2 7.3'e' 138' Ya�s <br /> Ya <br /> E�q�����} �, ��� 4�� �py OPENING,WHENITISIPWERTNANTHEMUL <br /> emeeanert n ts+e� �tats �ars• �arc r s•v4^ �4ts 1•t14� t-va� +-�u� tv4� seams oe�roa tY�lOs CAPAGITY(FROMSFiE'fABtE}OFSHESE�ECTED <br /> dB01Dv 70bps NU WA tUA NfA 38(Si� HtA N+A NJA WA WA <br /> z���d.7y MyR q.c.j S�qa�n a oiset c �tg�X 5ea ws 3ae ros 45°�s �� ��� �o ws seo ms 36a ms 7aotm 37d� �tD4 � ��� CAPACIN W HICH MAY BE USED TO QUALIFY � <br /> dAa�m�t.15 Mh O.C./6la�fd(a d6et)Clp(R6�k ry�A WP xrA NIA WA <br /> dArcrors�9'Mm.O.C./C42t5Af9�C4ps7tF163Y ��% �� �� �As s56oas 1�sms 5a'01A 6s0�e NI,AA �A 7aelos. Beoios 1&B2Rc 6E2ms BB5tbs it�tos MLILUON.ITWtLLY1ELDAMINIMUMANCH 4RWUG?RtiV35ED <br /> 3Ancron@0.45'tn�n.O.C.tULl�r.irto.525Atim.(��A�} N <br /> p,NCH4R CAF'ACITY TABLE yiy camPlying wi1M tho t�l� <br /> iAncDNIFlbP(A85X ��� ��� �ros a4aros sazros iasros 1aoas �nms at�a 'tNrA' �A °w� �'� �� �� A�p�TlONALANGHOROPTi4NSFR�M �uiidingCode <br /> c awms anms i+r� hrn �sor� t+u� �Cv�bZl8•o3 <br /> H!A WA �f� <br /> 2qM��1,16'MIR4.CJFC9DiFlB X �-t$54`'^{ Aca(��n�c� 'l.e+x'� <br /> NOTE:FOR'(HE OFFSET CtiP,USE TNE SAME ANCNOR PATTERN AND ANCHOft VALUES AS TNE STANDARD CLIP. �x��������� ,F <br /> FlGURE 1: FIGURE 2: TABLE NOTES; ��` <br /> Mie�ni o�'rodu�t <br /> � � • � t}SEE SHEET 7 FQR INSTRUCTIONS ON USINCi THE TABLES AND SHEEI'26 FOft 1NfORMATIOM1f ,�t�����f <br /> � � ONl.OADING.SEESHEETS2-4FORGENERALWSTALIAT�OtSMETHODS. w��C�y{LYNiV�yj���?f <br /> ; �,�`. ,,GFRS� �•r� : <br /> 2j�INERR iN7EftPOLAStON BENJEEN MULL LENGTHS AND/OR pPENING WI�THS IS ALLOWABLE. 3 M1� 1 � - <br /> FIGURE 3: ,_,. 3}MULLION AND MULLiON CL1PS SNOWN ARE R"6T TO SGALE.POR EXAG7 D4MENSIONS,SEE ��,; n'U JS_.�� ' �Y <br /> ANGLE g�{�Ejg g�y_�g,Hp�ES SO 0E DRILLED IN THE FfEID FOLLOWING DIMENSIONAL RESTRICTfONS 285� , �i ._ <br /> CLIP MUST gNOWN ON SNEE7S 21-23.FIGURES SHOW SUGGES7ED,APPROXIMATE NdLE LOCATtONS. �� <br /> . BE�SEo i�-.� �_� cb .�t;��: <br /> ' � � • tN PAtRS. q���gg�p1�S.C4NCRETE SHAtl.CONFORM 70 AC1301 SPECIFICATIONS.WOLLOW AND r 5,`L O' . ,,J_ <br /> GROUT-FllLEO CONCRE7E BLOCK UN17(CMU)SHALL WNFORM TO ASTM G96.W�O��� ] '�_<,�,, _.,r.LU�to��•.�j�; <br /> Fl G U R E 4: F I G U R E 5: FIOURE 6: BE PRESSURE-TREATED YELLQW SOUTHERN P1NE WITH AN 56 OF 0.56.Af-UM4NUM Sf�ALL BE �25•X 3.78@"X.285"MULLION ''i��i�""' �C��i <br /> 6ti6 3-T S A M D S E A M I N 1 M U M OF 125'THtCK.STE6L STUDS 70 BEAMINIMUM GRADE 33 M1D (�_��q.VF MULUONj ��������NF�I �`� <br /> � � .p45"THICK(18 GAUGE).STRUC7URA1..STEE�TO BE AT LEAS T.1 2 5"T H I C K A N��8•ALL � L�ryq;��LL��2,P.E. <br /> � ANCHDR3 INTO MEl'AL SHALL EXTEND AT LEAST 3 SCREW TNREAI3S BEYOND TtfE fiv1A.S�R�� FL P.E.#5$7Q5 <br /> � • N50&Nt2 ANCHbRS iN70 WOOD MAY BE STEEL,18-8 S.S.dR4i6 S.S. <br /> � <br /> • <br /> I <br />