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Z a m O s�.o TABLE 88 ANCHOR CAPACITY ADJl1STMENT FORMIJLA; �� .� �� AnchorCe ecl Ta61e 16a ANCHOftCAP.,p,,.,, � � sumua�e z�xcoR�ae a5�ccmc. nmm,onu r�eacMu vTwaoa u�� (DP)X( )=ANCHORCAP.,,. y��.��o w•66Eko S�Ifi Eka vrsseirn �tostm �12s�ed atzsteei MULLION CAP.,,„.,.� pnctmrtype �'�GEkounracm IM•Ekouuxm �M�� y��'a�a�$� 114•EtoUprocon ��y�a uhracm A�`o0da 9cmv(G6)ecm*(o� scrw@� USETHISFORMULAT008TAINTHE'ANCHOR MdtorCllp Peltem� Eaqaqnarcepn) r 2-vz r 2-vz 3�� r 2-vr r z-vz 2 ava r o.ae• oar a�e CAPACITYREQUIRED'CORRE3PONOINOTO Embeonaa n �ar4• ts'm �ai4' tac Y t•v4• �•v4' t•tla' t-vr t-tu• t•v4' 2 7�B' 1Sle' vaies ACTLIAL PRES6URE REQUIREMENT FOR THE 2 anenors�478 nnn o.c.�sumam a o�et eµ��ng.it sm ro� 9m Ra eso es eoo a �eu m% �m' �� 7<o re 374�s eba im �6 a 3at ios a4z ea sso ms OPENING,W HEN IT IS LOW ER THAN THE MULLION n �Arclws Q 1.15 Mln O.C.!StabaN(n tl6e1)Cop(Flg 7F a9U me �m m wn IUA NU rlrn 38Da Nrq wn tuA Wa tuA 6e2 ms ees�n t��o ms CAPAGTY(FROM THE TABLE)OF THE SE ECT 4Arclnrs�9'MIn.D.C./(2J215A1gbCMy51(F147Y ��s �� t�� b' �� NIA 'rsoim �4eus eeum+ �a�es 6e2ws aeoms n�roa MULLION.ITWILLYIELDAMINIMUMANCHOR OARtID14�0.65'MN.O.C,/UCllp,InI0.12P Nwl1.(F�p.dJ NlA WA N/A WA NIA NIA WA N!A WA IUA WA WA NfA WA 113D ms CAPACITY WHICH MAY BE U5�TO QUALIFY � �ArcronfCaplFl45F �ffi� �� r45ioe ea�s tasws troios inms s�alo� 7eim� a�2im as�s t7oros a2tms �o[� ADDITIONAI.ANCHOROPTIONSFROM'f}iE 2Anctlas�4.1BMIh0.C/FL [FlA6Y �� WA WA N!A x!A 180W N/A WA N/A ILA WA 3l1W9 4Kt�t 660�s MICHORCAPACITYTABLE. pRDOL1CTRkiV1SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATf ERN AND ANCHOR VALUES AS THE STANDARD CLIP. m cmnplying rvi�6 tho Flui� uuildingCade�6"OZI$.0.3 F--7.250'--I Acceplenw No FKiURE 1: FIGURE 2: TABLE NOiES: �� t��' � � � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE3 AND SHEET 26 FOR INFORMATION �y • • Minmi a Hoduct ON LOADINO.SEE SHEETS 2-4 FOR GENERAL INSTALlATION METHODS. �i�1 I I(�� 2)LINEAR INTERPOLA'f10N BEf WEEN MULL LENGTHS AN�IOR OPENING WIDTHS IS ALLOWABLE. \��n��;YNN�'1/((��i�i FIGURE3: 3.188" `:`y�,•'�\�ENSF '•;`�p : ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXNCT DIMBJSIONS,SEE SHEET521-23.HOLES TO BE DRILLED IN THE FIELD FOILOWING DIMENSIONAL RESTRICTIOTJS '��: CIIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ Dlo.h87G� ; � � � � BE USED 265" = , � _ IN PAIRS. q)SUBSTRATES:CONCREiE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � �T�I�'/�p� / ��- OROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL . :-�1 ' �.,�,!,�D �P ' ��` � FIGURE 4: FlGURE 5: FIGURE 6: BE PRESSURE-TREATED YEILOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM 6HPLL BE � '�C,?�' „"'`�� -�� � • fi063T5ANOBEAMINIMUM aF 125THICkS7EELSTUDSTOBEAMINIMUM�RADE33AND �25'X3.180'XZBS'MULIJON %,��'••F�OFtD�.•'�j��: • • .045'THICK�IBGAUGE).STRUCTURALSTEELTOBEATLEAST.125'THICKANDA36.ALL (�.�/q^yFMIR,LION) ��'i�'��ONAI��\ � ANCHORS IIJTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYON�THE MATERWL i �` • if10&N12 ANCHORS INTO WOOD MAY BE STEEL,78-8 SS.OR 41D S.S. A.L�YNf4 fiJJLL��t,P.E. FL P.E.k 587D5 •