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NonavtMU WedCMu PiNbad Ms�a! {DPq7X� }=A3�tCH4RCAP-^m g u�i o��� <br /> xt�eko 1N'888bo YlGEho v4•ss�co atos�eet xf2sied pf25�ed MULL70NCAP.,.>,.,m, <br /> AnahorCllp Pakoms �19"T� �1�Eko Ultrecon 1f4'Eko Ul4acm U�� ]I1B'Ebo UWmon u4'�mo Ntrxm ����a u�mcon qp�eoewr acrew�oa7 ecrew�cr,� 6ciaw�r>s) USE TNIS FORMUTA TO 08T/11N THE'ANCHOR <br /> eapeanwwetx�k +" s-trz' +• a�rr a-va� �^ 2-frr r z-�rr r 3�tm r u.+e• o.s+• aa2�• CAPAqTYREQUIREO'CORRHSPONDWG70AN <br /> emxa�nemt+�x iar.s• t-9ta' t-va` �ar�t' r �-�r�� t-f+a� �-tr4^ �-u4• �-v� �are• r �a+s� �-3,a- �e,�ea AC7UAtPRESSUftERfQlllREMENT�ARTNE <br /> x t�nwa�a.�5•Mln,O.C./SleMartl Ot 016M Olp lFq.1} aqo ios aea ms asa tw e�ie� tee4�ea �x�o m, 2eo iea nsa rta � ms 37d ips eso ros eos tus a+�ros 4as im 5eo as OPENING,WtiEhl tT tS COWER TtiAN Tt3E MULLION <br /> 4 arcnac�f.ir Mm.o.c i s�emsd�a orteeq cap�g.zx �so pxi �oo Rre wA wa w� Wn �iw WA wA wq wn wn sez ia �ees i ttso ros CAPACITY(FROM THE TABLE)OF 7HE SEL.EC7ED <br /> 4MctpreQ�'At(nO.C.!¢)2�SAMIeQ�pst(FIp.3X 18nMs T8o1Ds seoms �seoms iesa�s 54ow. seuia wa �5ome iaaida eeoiw 18921Ds m2us m rfsoms MULLION.ITWILLYIELDAMWIMUMANCHOR <br /> 2AroR�s�O_di'M».0.4.tUi7`fi.4Y.o.525'ANm.SF1a.4t NtA WA NtA fUA tlt,t HtA NtA WA NtA WA H+A MtA WA 7t5Ds CAPAC[TYWHiGNMAYBEUSE0704URi.iFY <br /> fn�wro.�FaevtRn.sy. ies�ba �s5[bs nses a5ma aams tasws itotbs ���tm sroPom tarita a�roa �ams �mms zx�i� Zeoms ADDI710NACANCHOROPTiDtQSPR6MTHE <br /> 2AncM»�1.f S M4t O.C/Faip(FIp.OY. 210 k6 350 pS IUq WA H/A WA tAll lb; WA WA WA WA NIA 391 IC6 4921G; 580 W ANCHOR CAPAGTY 7/18LE <br /> NOTE:FORTHE OFFSEI'CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAWES AS 7HE STANDAFq CL1P �ClRCLEP VALUES ARE USED ib!THE EXAMPlE4N SHEET 24. PIkODUCT RFVI9BG <br /> a cem�yittbwirh Ilm Fltai� <br /> ButidingCodc �„42,y$,C%3 <br /> FIGURE 1: FIGURE2: TABLE NOTES: ��a�1C°NO <br /> ....... .......... .. -� 1.00D" r- 8npimtionDaW /�65� <br /> � � � � f)SEE SHEET!FpR INSTRUCTIONS ON 115lNG THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. DY <br /> � �� �� � SEES#iEETS2-4FOR6ENERAIIMSSACCATt[k761ETf{t�IIS. h3t ``d`s`P�c� ��J' <br /> 2)LINEAFt IN7ERPC]LATION BE�f WEEN MULL LENG7HS AND/Oit OPENING WIDTHS IS ALLOWABLE. � � � <br /> � q ,. ..,.. C i <br /> F16URE 3: 3}MUI�ION AND Mtl�LION GY.IPS St-EOWN ARE NOT T4 SGAtE.FOft IXACT DIMENSIONS,SEE SFiEE7S 21-23. 2,7$p� `�'�ti� 'yyCEN$�'•�`� % <br /> tialES TO BE DRILlED tN THE FIELD FOILOWiNG DIMEh7SiONAL RES7RICT(ONS SHOWN ON SHEE7S 21-23. � �,.'. ,yt% <br /> � � + � FIGURES SHOW SUCiOESTED,APPROXIMIITE HOLB LOCATIQNS. ' �'' ho.r�ft/U5 . � <br /> ANQlE GLIP MUS7 HE USED IN PAiftS. 4}SUBS7R4TES:GONCRETE SNALL GONEORM TOAC!301 SPEGIFtGATiOHS.HOLLOW AND GROUT-FtLIEtJ �(/t' /,�( ' <br /> i CONCRE7E BLOCiC t1NIT{CMU}SHAL[.CONFORM 76 ASTM G36_W004 SHALL BE PFiESSURE-TREA7ED '� "� ' � � t`*' :�� <br /> FIGURE b: FIGURE 5: FIGURE 8: YELLOW SOUTHEIW PINE WI7N AN SG f7F 0.55.AIUMINUM SHALL BE 9063T5 AND BE A MINIMUM OF.125' %���'. S ATL•UF <U: <br /> ����� ���''�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(78 GAUGE).STRUCTURAL STEEL TO 8E AT �' �`� _s����ph,•���` <br /> �� � LElST 125'THtCK AND A36.ALL ANCHORS INTO METAL SHAII EXTEND AT LEA57'3 SCREW THRFJI�S BEYOND 1"X 2J5'X.650'MULLION ' �ul� \�� <br /> � � ! THE MA7ERIAL#t0&#52 J�NCFiORS IN70 WODD MAY 8E S7EEl,]8-8 S.S.OR 4fD S.S. �'r��S�{�+�j/1L`�1� <br /> A.LYNN MIL4ER.P.E. <br /> FL P.E.#5870.5 <br />