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� C � <br /> PtAN NOTES: <br /> 1.CONTRACTORSHALLTEMPORARVSHORE& w� <br /> SU PPORT HOUSE PRIOR TO E%CAVATION. EN G INEE RII K7 <br /> 2.EXISTFOUNDATIONSHALLBEREMOVE�& <br /> EXCAVATEDT08EARIN6501L,APPRO%IMATELY 250 �TH AVE. 5., SUITE 200 <br /> E�MONDS,WASHINGTON 98020 <br /> 24"-36"BELOW EXTERIOR GRADE. PHONE 425 778-8500 <br /> 3.BEARING SOILSHALL BE EVALUATED BY THE � � <br /> GEOTECHNIULENGINEERPRIORTOPLQCING FAX (125�779-5536 <br /> NEW FOOTIN6S. ��A�� <br /> 4.FROTECT iIREPL4CE FOUNDATION OURING Q <br /> CONSTRUCfION. <br /> CORNER BARS x <br /> 5.HOUSEMAYBELEVELEDW/RESPECfTOTHE ��A�� MAYBESUBSTITUTEDFORALL <br /> FIREPLQCE&PREVIOUS AODRION. <br /> 90"HOOKED BARS <br /> 4 <br /> o ° e a <br /> ° °d e <br /> • • • • <br /> _.. d <br /> .. �...�'�... �..�'.. STD90'HOOK <br /> �..., ..'.. TVP UNO Q <br /> , . UNO,VERT CORNER&4RS SHALL BE TRENCH E%CAVATION <br /> �' SAME SRE TABUTATED FOR MIN PARALLELTO fTG <br /> ��. WALLREINFFORTHICKERWALL d �g N. T <br /> . � < d . 4r`�/ye�AS �T <br /> � 1 e � A SPLICE LENGTH a // M �PIPE lE5 TO QEAR ° o.a a d a a� O j�,o y��cG� <br /> �2x12��lfi"OC a a •° SEE NOTES,�EfAIIS,OR PL4N5 FOR � Q / 1 6 de SLEEV ALLSIDES : . NO PIPES ALLOWED IN <br /> a % . <br /> .:..._— __'__-.:.. - .__-__'___ ...__.._._... .. �N . a THIS REGION.LOWER ' ': <br /> :\ <br /> ' � q FTGSASREQ'D � �� <br /> , .�� ./ a a 6 e � O c�,�wo <br /> .. ' (1�#6 VERT � REQ D REINF ALL&QFlSTO BE COM � � �S\'�GL FTG'�ti� <br /> � ',. d ORSPIICEDPERSiRUCTURALNOTES aa SI�ALP.' <br /> TOF <br /> 2'-0"x2'-0"x8"F7G, �OWEL&EPDXY PIPE a ° a � •yZ 1���5 <br /> TYPTHISLINEW/�3) REINFINTOEXISTSL48 STD180"HOOK ° f <br /> N4 EA WAV BOT W/SIMPSON SET-XP& HORIZ CORNER BARS OF SIZE e BOF e <br /> 6"MIN EMBED,iYP c — <br /> ■ , —� _ ����-��� ANDSPACINGTOMATCH = _ __- <br /> " (2�#6VERT d REINFOFTHINNERWALL 2 m � � 0 <br /> .. , .. I� e ° 1�.. <br /> �;,, . ,, ' ��� � �II <br /> �� _ � , �- ,� _ z <br /> — ...._ __ ,- a a a a � < �� IOWERBOF <br /> I � a e a AS REQ'� <br /> d a <br /> 6 � T°� <br /> PIPE TRENCH E%CAVATION PARALLEL 9°MIN <br /> � -':� �I � � TO FOOTING IS NOT AILOWED NP <br /> �� � PLACE VERT REINF OUTSI�E EXCEPT BELOW THIS LINE.STEP Ff6 AS <br /> I � ASOTHERWISENOTEDORSHOWN ��A" REQUIREDFORTHISCONDITION <br /> ❑ ' f II � <br /> i r-a�.r-a.s�r�, � TYPICAL CONCRETE WALL REINFORCING DETAIL TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS <br /> -. Exisr ❑ 'i Tva rHis uNe w/Iz) c sca�E�. Nrs 3 scn�E� i/r�=i•-o^ o m <br /> _ FIREPIACE�. .� p4 EA WAY 80T � <br /> _I� r � <br /> d <br /> ❑ � � <br /> T U - <br /> • U7 � <br /> w w <br /> . . J.1' � , . .. 0 a <br /> .. -. , -- _� i I` �n <br /> � I II � � <br /> 2 0'z 2'0"x 8"FfG � 4 �N <br /> i <br /> W/(3)W9 EA WAY BOT � ... I � <br /> ti <br /> � : A'.. T�Z /`EXI5T1015T EXIST701Sf <br /> ' I X � 1.5 H lAP SPLICE 4"{b PERFOR4TED FVC PIPE PER - - / ._. . � ____ � .. � <br /> 6 i- � _ $ . .... ...._ . I � :. ... � <br /> i�. - � MIN TYP MINUSGRAVELALLAROUND, SIMPSON � <br /> LOCALCO�ES WITH 6 OF 1' <br /> iI W RAPPED IN�'ON-WOVEN EXIST RIM E%IST RIM <br /> ` - .• GEOTEMILEFABftICSLOPETO BEAM BEAM� DESIGN: PDT <br /> � � F DftAIN1I8'PEftl'-0'MIN.TURN 5/8"OAB� 5/8"0AH <br /> �! � . DOWNPERFORATIONSASSHOWN H2.SFA1015T BLK6@24 OC DRAWN: ZOS <br /> - � s . ' a, - � @4�-��,�C�LTG4@ @4�_��.���:� W/H25EAlOIST CHECK: DMT <br /> _ - e 2�-0•�C i(TI4@2-0'OC <br /> i � -�n ��� ���- gd JOB . 1517410 <br /> ," ' /� u O ° °. 2#4TOP <br /> d <br /> __ . ;/, m� o°o O a '-, '- onTE: i2�o2/is <br /> I .. ...... f. ' . . II .� ���O � 4"�DOWNSPOUT .... 4'•�DOWNSPOUT ' �' � liq @ 12" <br /> 1-4"xl'_4'.x8'FfG, ❑ I� O oo�o�O a . ' DRAIN� (21#4TOP DPAIN OCVERT <br /> TVP TMIS LINE W/(2) . ��.. • '= BENT BAftS TO MATCH O � o #4 @ 12" tt4 @ 12" <br /> k4 EA WAY BOT ` 2'-0"x 2'-0"x S"FfG ��I I I-I I I &U1P FOOTING o�o 0 0°OO d a d �8„ OC EA WAY �8�•� OC HORR <br /> 7 , BOTTOM REINF <br /> � O O <br /> � O ' a <br /> �/- � <br /> ... . .. ..� . o o a BOT ... BOT <br /> �. � ° e �� - - - • o <br /> Q 13)M4 �. l3)#4 <br /> /\ UNDISTURBEDEARTHOR / �II-IICI11'. O��°O O o O oo�O <br /> COMPAC�ED FILL PER �4� �o Q o0�O p��op� <br /> STRUCTURALNOTES LINEOFMA%EXCAVATION. A � ,a�oa o O�ao0 <br /> � �--� --- �III-III- 3'ClR IFSOILISOVEREXCAVATED,�' o a <br /> O � O <br /> T TYP REPL4CE WRH LEAN MIX O� � o� �•ea m PEft DE7O0 00 �O d•°a • <br /> CONCRETE. FIRMBEARINGSOILOR � <br /> T=FfG THICKNESS PER PIAN, COMPAC�ED �TG DRAIN I FTG DR.41N <br /> SCHED,AND DETAlIS STRUCrURAL FILL PER DEf 5 � 1''6" I� ' u � 1� ^'u <br /> X- <br /> - � 5 s�A�E: � - -0 7 s��E: � _ � w <br /> � FOUNDATION PLAN �1_ TYPICAL STEPPED WALL FOOTING TYPICAL FOOTING DRAIN SECTION SECTION <br /> SCALE: lI4'•-1'-0" y SCALE: 1/2"=1'-0" 1'-0" B SCALE: 1'_1' • -1'-0' U <br /> 4�_��� p Z�p„ 4�_p�� 8�0�� Z <br /> �.1.� <br /> � <br /> �EXIST lOIST � � <br /> W <br /> ._ . . __'::_ � Q <br /> -� FINISHED GRADE FlNISHEO GRADE <br /> . � � � <br /> 1.0 4'RIGID E%GRADE� z DOMPAC�BNCKOFILL2 W O <br /> / MI I I I pERFORATED PIpEI I I I I I I I I I I I I I I �I I � � � OVR 6 DY FlLTER FABRIC � W � <br /> �I� ���_ I — — — I Q Q rn Z <br /> EXIST BEAM J � N W O <br /> SIMPSON ry� SLOPETO = � PERFORATEDPIPE U � a <br /> ACEASIDE � DR.41N � � WASHEDROCK I W � � <br /> PT POSTS 1 1/2.,_3/4'. Z Y Q <br /> PER PIAN o 0 0 0 0 0 0 � -I y�RryPqNDOVERIAP ELY j m � � <br /> A35EASIDE 11/2"-3/M1" I I I I I—I I I II FILTERFABRICSECrIONS O � � Z <br /> � <br /> - Z � W c <br /> s <br /> � ° -_ -I I—I I�—I� o N w L.� � <br /> � 2.0'MIN <br /> a SHEET: <br /> m g I PER � TRENCH SECTION MIN <br /> X P�N DIMENSIONS,NTS <br /> � SECTION ,/� ROOF RUNOFF INFILTRATION TRENCH <br /> o s��E � _�-0 � s���E NTs S2.1 <br /> � , <br /> � �� <br />