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<br /> Tn:e•.":10U:1:'-1u:8L]^D'>vql5¢�:E.:�>�dl:)Yi�'�PTC 9T.�.�.
<br /> •••�8llir'.�PR:OlhE]tq^1!T.�l�d:J�E $C �DDO:2pfEid�.•.1� .._� ti....��
<br /> p'r:be�:dpdptpu:L'11t•'Lt<p r�alenall2^APraWrt T�'sp�P]Y. ���i��
<br /> �d!2'SL:RP'��'JTVIdIPC�:'P�.ELP�1 wEEi��C�.d'd1l:ISU61�D��h'� �� '��
<br /> „F„�,e=:o«.eeo.��_,:,�t,,,a:eo.,,E�e,em„��, 5= -- HOLDDOWN SCHEDULE
<br /> ����o�eies a bw mo•amne Dxsea naoe.�er Tmc a�,ow;me maicna�
<br /> iJ Dt usK in o«uYee�oaces�+;va'.ca�:e^.o'b�rem�o0�a IA:.eC
<br /> r.uiena'.wii pe�e�mt nc::ie.+.:nr.C¢�L m��mee Use w�en e�aast y�
<br /> rr.aiena'�n�C"o•a�ove l�
<br /> 5�R��^snp mmes DazxapeC n lou�e�fieren:L:es. • �
<br /> . S�KiP—e;�L.oa.595 rznnape Te s�.:a rs a�+emem � '
<br /> i�•s�nieoa�n. d. H1II. Wall U lift
<br /> . 5-•aAC"'—aton.oc..o�airo�o�em.v+p�w���?e. ��� ' HOlddOiiil Wood Column Threaded 2lin. F�De P
<br /> me rwo mnx�ents e�e mnea i•�tne cavA?e q�us��a �„� Se•KR 7.Y� �11C�CSIeSS Cd 1Clt
<br /> an e�ednc onll.Once mnec.c is��une:nm a sava•e $120 Rod Diam. Depth p y
<br /> [dYliRl'yQJ�d�CO2JlOSPC. �4W9�i0jEPI�Ti'1d'RS
<br /> ineneeeio�zxne'a�sx+smpixisDurtom<v�m^ HDZA �2� Z�C6 �J�B�� 10° 6t� 2595#
<br /> Wx eest��.Lnz is e one4ime cse oro]�_.Any mai^n3
<br /> �P^18�'Ii0'y I'.t:lf CL�I00?f wi�l�dlpPO
<br /> • :20: 5355Eannopes—eronomia nvs:al.a:+n�o'�_s: II 1Q�� (�� 3195�
<br /> yqens.UserrtnertnemeED':ima�sal.o•EDT:2P HD5A (2� 2�C6 5�8
<br /> �neumae:a�soensmp�oa: 4X6 e��an 10° (�� 3'�20t�
<br /> • ss oe.ses s?i wnnc;e[—io•n�qn�o��me a^;.,:auans :+.�'.
<br /> • �e EDT55°pneumau:Ers�e�vo:iw��s�^�une0 b•ne ` �-J+� � -
<br /> 55c:.urtna?e. V HD6A (2) 2X6 7/8" 15" g" 3755A
<br /> COJES:IC9JEn52]9:L.ryo:LR RR2E2)9.59�Cia;d. 4X6 7�8�� 15p 811 4365#
<br /> LaEransB�N�465.��etnerDe�aNnemo'Transpcneno� SEi•PAG'
<br /> approvaisaeaiiaatbrco�:e�m;5rnp5on5vonp�7r�.� p�����pentlrnt 7/811 ].�j�� $�� 5065A �
<br /> 6X6
<br /> SEi is me Lrs:a�cnomp e7nesne�o mee:CBO F�56 cmena lor
<br /> se�snme�empn�ooavao�:�. HD8A (2) 2X6 7�$n 15�� . 8° 5590�' -
<br /> �__" 4X6 7/8" 15" 8" 6480,$
<br /> -. � �� 6X6 7/8" 15" g" 7405rY
<br /> _ SINGLECARTqIDGEPREPORRTDN�SEi•PAC^) .
<br /> • FemovesmeGcnea��o:o!cnr.na7eJnser.��ac�.mrtin:roCto 1�� le,n $�� $4�0#
<br /> enpnoeminnppa»reinwmero!cannopa yR HD10A 6x6
<br /> • Tum rotl ca:nW�se�o m�e�ery•mrca:nio runop elemem •
<br /> n 0!centlr OI I�e W 4n�gE. �
<br /> � . Pus��oa to Donom of ranroge. �
<br /> . WAnnnliselmioiwa�E.muoaGanO�onnunfJcdau Table Limitations: Minimum 2000 psi concrete, 1-3/4" minimum
<br /> Q ; unilom�—�>ronmaiety 2 minmes. '�,
<br /> �.���o�:s=,_�,A�m�s,�,��0,��9�,Ym„�,,,��s�,�,,,�,�. edge distance, 5" minimum end distance, Hem-
<br /> ?ul!ro�up',wa��.Sauee:ecemero'm��apewniiclummpmiwp � ]�lr OZ' Douglas—Fir WOOC� COZU1111'IS.
<br /> !U1 COunIB1CIO;AWiSf.nET9v¢fOtl.IM1SiB�I pp:.•IB. .
<br /> • Ramove larye ca,a!ba�om o1 cannJqe.P�are rannOpe �
<br /> �^�°'"^F�°°' • . Uplift Capacity may be multiplied by 1.33 for seismic or wind
<br /> ser•.�es�ss loads. • • �
<br /> � YNIJ V�7�it7�1� -
<br /> �0� F4UNDATIO�d- RETROFIT �4�.D�1�tAl
<br /> Coneret�i�eur,daiic;e Ste:tt�eli %�.L'77S'��((�
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<br /> ,� I 7 . �c � q _ iq.� 5 '33G00� 840D I 11200 � �� �.' . . . Ed �ndend . . ,
<br /> ,• � . als�anen tor Sttg�CT:
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<br /> � ,,,,�...�a 1 a�.��r:.at:d IemoeinN��ettet15��:s;eN SCMgm. l•" i , •� '•�.•. , �•�•��a•n�++ ENGINEEItING INC , F 6 1_a�!-aR"'Dn.s�
<br /> 2.See Te�nDe�eB�r�S�ru�n'h Cuna tu approv'a�reoucuen iadu�.�w+, 1...' .. � , , _ �i ', Lti1flW�N tbtfttt � . . .
<br /> mncreie�empenenes exceec;r�P. L :'•• ' ' ''e••/ .,�. IraWl�tlon FYEREl7: WA. 98?QB-9621
<br /> 7.AAowaDk IaCs for enU+oR wM�e0ae E�s:an:es beM�ecn ade va4us an0 i :�• ..I't ...i:�� � db�DOVETATI.S'nlUCrOItES.
<br /> s�.r„�er w m,�,ed��w+����w� ..;. • , � , '' C1�IL&57RULTfJRdL ENGINEERING S7RUC7'{lRAL: (II.� 7I2-0861
<br /> �.�wwsm.yne�roasmnY:�•-lnrsnontefmbadin�lEue I :• oo : * MICfLlELP.AlCGINN S.E ClVb: (I.15)937-5075
<br /> . �p�.ind or earo+auake. I r FdX.• (�IS) 7�J-086/
<br /> � 5.Mowa0le baEs lor nteimMmie amOeCment aep��s are mierpda�ed �.: •, . i�'.� BENJ.4AQNJ.MCGNN E.I.T.
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<br /> J � 6 Auow�dt ba0 t�iun nn baW sirenqtn mav De mtem��n Iw wnaert Y�`','��� o� I c�
<br /> , mnp7tii�!�1T^pmc Mtweer 2000 o5i an0 a000 P�. �� PAGE:
<br /> , PROJECT: 115� bATE:
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<br /> �. BY: �'� JOH NO: ��
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