Laserfiche WebLink
_ _ ---�- <br /> '� <br /> _ b <br /> 1 2 3 4 5 6 7 � <br /> Msw-� PLAN NOTES� Y . . <br /> I I I I . � . <br /> 72�F8�� 1. R�FERENCE QRAWINGS� <br /> � <br /> � <br /> � , , ( � � C109-C112� STRUCTURAL NOTES, INSPECTION SCHEDULE, � <br /> 32`--4" �2'-0" 12'-0" � 12'-0" 12'--0" �2�_4'� SYMBOLS AND A88REVIATIONS <br /> r ', � � , , C115� CONCRE�'E QETAILS <br /> � L/C116 ' 8" SOLID GROtJTED � � � L/C116 ���` C116� MAS4NRY DETAiLS <br /> � SIM � CMU WAE.L. TYP I n- � � <br /> � �� ,��` � � � � C1i7� COLO-F'ORMED �ETAILS <br /> (iJ E .,,.,,� <br /> � �_2�_���} Fr-- <br /> (-2 -fi ) — 1 ._.. <br /> .._.. � .._.. - - - - -- -- - -- - - - -- — � _ � ..._.. .._. � - - - - - - - - - - - - -- - - � ..._ � _. _. — � � — � - - � � ._ ._..._ -- - - - ...._ _. � � - - — _._.. ^ _.. ..._ - - - — .� _.._ .._ - - - - - - - , <br /> A " � 2. X.XX IN�ICATES TOP �F SLAB ELEVATION . <br /> I � � <br /> � ' ' _ � � 3. (X'-XX"3 INDICATES BOTT4M OF F001'ING ELEVATION. TOP � <br /> � _ _ _ � _ _ _ _ _ _ _ � — � ._... _. ..�, � _ _ - - - - - ^ � _._. .._ � _— - ---- -----� -- - - - - - -� OF FOOTING OCCURS AT 92" BELOW TOP OF SLAB, TYP. , � <br /> � � --- -- - - - - ---- - - — �-- - - - � _. _ ._.. _ _ �� . <br /> � ' I � �f..__� ?, r l_ r � _ � � - <br /> ' ,� I TYPICAL SLAB-ON-GRADE CONTROL JOINT � DOOR � � 4. PREPARE 5USGRADE AND PR4ViDE FOR SUBSURFAC� � <br /> r,� ( ,.,� � �-�- 4 SLAB-ON��GRADE , CONTROL JOINTS OUTSIDE OF OPENINGS, 1'YP 'r I _ DRAiNAGE AS RECOMMENDED IN THE SOILS REP4RT. o � <br /> � �I � � � W/ #4 � 18 OC EA TRENCHES 12�_4�� MAX � � ( _ � N <br /> i � � i � ��------� WAY CENTERED IN SPACING BETWEEN JOINTS � � � � + 5. PROVIDE TRIM REINFORCING AT ALL SOG PENETRATI4NS . <br /> N[ I c� � SI.AB TYP ' � � � PER G/C915. <br /> - ` _ �'� � `�� � � I � CABLE TRENCH W/ ALUM � .� _ - - - � 6. CONTRACTOR SHALL COaRDINA7E ALL OPENING <br /> ` I � L3x3xV4 COVER PL SUPPORT TRENCH COVER. REF' C143 I DIMENSIONS, SLAB PENETRATiONS, DEPRESSIONS AND <br /> � � � � � � WHERE SHOWN TYPo (18) PLACES FOR LAY4UT/ OIM�NSIONS � EMB�OS WiTH THE ARCHITECTURAl.. DRAWINGS. <br /> � � I � I ; TYP � � � �._;—� � ( 5�_2�� <br /> � " ~ — — — — F ' L/C115 � — --- --—— —— — — � i -- 7. SEE QETAIL B/C115 FOR .SLAB CONTROL JOIN7 <br /> �� I I � � � �.._.w_ � ..�.. �. .��, w..___ ...�_.�..�... ' .....�.....�.� �....�.�.._._..r ...._._..4�,�.�..... . _r_.,._�.�. .�._.�.. �.,..��.�.. w..��.,� __.�.�.._ ..._.�_�.�..n�.. .��__�.. . _..�_ _ � REQUIREMENTS. CONTRACTOR SHALL SUSMIT PROPOSEO <br /> � ( I , ��� ��M � , ��M�.� µ���M ��xm �. �� "� f �~�F. ��� , - CONSTRUCTION JOINT LOCATIONS TO ENGIfVEER FOR } � <br /> � � � � I �I �� � � �� �� �� � � � f i � � � � � �" � APPROVAL PRiOR TOCONSTRUCTION. m <br /> I � � � � � � � i 1 � � ,� � � � � � �I } � �' _ 1 � . <br /> � � <br /> � � I 1 .. ._�_. � ....___._._.�..�..._�w�..__...,._ ��.�__. �►►_JY�. w_ �__.,._._._.�..�.._._._.�.._ � , � �-__.---__.�__..�_, _.�.._....._�_.....�._�. � .��.��..��.�.,.�.�..._...__._..�_.. m...._...�. _ �= - � E-. . <br /> J l � � ...� � �+ ! I�, _� ��. ----�._ -_- ...._ r _^ ...TM;_ g. � INDICATES MASONRY WALL ABOVE PER o . <br /> � r � � t-2—S�— — — � ` ��A/C1i7 I `' � � I D/C136. cn ' <br /> - - - - - �-- � � � � o z <br /> - _ I � f 4 � I Z <br /> � I k ! � <br /> i � .r_�_ Ei'Y P ',, ..�._...._.� x�._.�_ I „� <br /> �--� — N -- 1" �- (_.._..� _..._r.._...� i �.".�`�..� � I K/ 115 � �I � 9. -- IND�CATES MASONRY SNEAR WAI..L EXTENTS, �n o � <br /> _ <br /> N `'- I � - - - � � � _._. � - - - - - � ( t- ; � 0.00 I f � � � SEE B/C116 � > w <br /> � � I I � + , _ _ .-� — —�— ...._.. ...w..w_.n.,�._. .........'._..�, { ' �.. __.. ...�._ ..__.._ � _.� � �� i � � � <br /> ` I I I I �j_�. .�_ � ._...,�.._,__�..�.�....__ ...._.._. �......w4__.��.�._._._ ,__�..�...��_ _.__�..� __...,._ � . 3_ .�._.. _r..�...�_.� � _�_.,.�= { 3 10. SEE DETAiL K/C11fi FOR WALL CONTROL JOIN7 � <br /> � � � � �.� } .... � � � � � . ; ' 1 4 _ ( � REQUIREMENTS. � U <br /> � � � � � � , � � _ - � <br /> ( I � � � � � � f � � � � � � '� - � 11. TYPICAL AT PIPE THRU WALL WHERE APPLIES. LOCATE <br /> , � .�._.�___.._�..�,._...�...___.��,__��.__ _�f_.,___`. ..��_l..._� ....��_,�___,�._.. _ _.�_�_ � � � = t._._...�._.._�,��.r___._._.__.._ � ._.�..._.�. _____���..._._ �.:�= _ i PiPE PER C71. � z i <br /> . } ( I �_ �� �_6' D FTG TYP. � ,�..' _. � s ._ , — �- <br /> � owx � . E�� � � - - — � � � Y � <br /> `- — — — — -�- ' � � � � � � � 12. STEPPED FOOTING PER A/C116. <br /> ' l � � TYPICAl.. CONTROL � , � � ! � , ,I -----Q � <br /> �d. � � JOINTS JOINTS �WO� � � � I I � ` �� 1 13. REF C109 F4R L�UVER LOCATIONS IN CMU WALL. o ; <br /> � �_ �� � � � � �,_�„_� IN TRENCHES 7 , � � ,. ,� I -�-�--I--�•---- I � `��"'�"`�1 CONSTRUCT WITH �.INTEL OVER OPENINGS, TYP. `�' <br /> T. 5 2 1 c MAX SPACING I �" I , I L1 � <br /> � � � ; BETWEEN JOFNTS ' ! � � ! I � E .0`-8" TYP UNQ. RE�ER�NCE ARCH M <br /> � # �__...�.._.� OP OF CURB TO B <br /> I I � � � °- � � � - - - - � �- - ! 14. T , o _ <br /> � � � � � j � F�-,,, � ( — � ( � FOR LOCATIONS. 3 � <br /> I � � � � .___�_ w..__.�.. ,__..� _ _.__ __._..__.. I <br /> . � � 1 �...._....� - _�..... _._.�.....w._�_.�_�._,._�...�. { �.�.w _.._.#....`..,_ � i . <br /> I � ' � � � ~�$� ��•-` � { I � ; ��� � ��� I � 15. ALL INTERiOR CONCRETE FLOORS SHALL HAVE TROWEL z <br /> � ( ( ' � , I � � �no � � � � i � � ! � � � FINISH W/ CONCRET� S�Ai,ER / �IQUID CONCRETE FLOOR <br /> ` � ' � �a z F/C117 � � � � � I d �/C117� i � � TREATMENT. � � <br /> I I � t � I z � , � I � g � , � <br /> L - - _ _ ..._ - - - - - -- I �.�.�,_ } - - - - - - - - - - -� _ $ — � ..�...... � — _. t .�-�-..— ° -- = —�_..... �--. —�— ' _ — � — .._.�� �..— ' _ ,—_.—� _ _ --- -- - - - - � � �a <br /> , � — — .�._._ .,—— �"y'I"'r11i fl'"ii i7w�� --�� —~--�,_— .._-�_.�,�.:_...� _._.1"'y'f"�"�`r"Ir"tl'i i.�-.,.. '_ ..._.f`tt�ii''n_i""— _y=-__ a..... ...._. T , .W _ _ , 0. <br /> ( ,_ J � � 16. Al..L EXTERIOR CONCR�TE FLOORS SHALL HAVE BROOM � � <br /> �� i i .�i i � si � i u i � ii i � X <br /> FINISHW/ CONCRETE SEALER / LIQUID CONCRETE FLOOR i,,, W <br /> C � � � — ' - - — — - - - ' — - - - - - -._ ..._ � .� � TR�ATMENT . � <br /> _ _._.. _...._ - - - - -- - -- - - — � — �-- - � __. ._ — - - - — �r2�-6��� ._. ._.. __.__. ._._ _ — ._._ ._.. ��2,��„� I I � �� � o <br /> (-2'-6") �., <br /> � _ � � � t ,� � ._ .� , „ T ,_ �� � � � �.,�„� � <br /> � N ( � � (-3 --6 > FTG, TYP.1 --6 D (-3 6 ) \ o � I � <br /> �� ,n I � `a � � � I 40"x40" HEAT PUMP PADS. v <br /> 8 TURNED DOWN 8 SI.AB ON GRADE W/ 5 <br /> � SLAB EDGE x12" L - - � MSW-1 � � 12" OC �W PLACE 2" � ' - <br /> DEEP W/ (2} #5 L _ � _ _ � � � � CLR FROM T/SLAB, PLACE n. <br /> � < CONT BOTTOM, TYP T/SLAB 1 MIIV ABOVE � , <br /> 5'_2" W NICIV D, DI� PER�ORD � r <br /> � � �� 7'-4". C/C943 Y m <br /> -0 -1�/4 <br /> � � � � F'C}U N D AT I O N P L AN -o'-�'�2'� ; o <br /> � <br /> � � sc�E: �i4�� _ ��-o�� o Z � <br /> O�y p . 8C <br /> �c���or• �si,l�,c�o�� . <br /> vi 2 � <br /> �p �� 0036475 �a`tiK' ;� <br /> • '� r�kni. �tiG' ti�' <br /> , G � <br /> . S1aVAL �'� \� <br /> q� <br /> SNOHOMISH COUNTY <br /> o � � � <br /> PtS6LiC UTILiTY QISTRIC? NO t � � <br /> [ y <br /> WO 354046 <br /> TASK <br /> SCALE AS NOTEp <br /> DFTR KPFF/OMD <br /> CMKR LDS <br />_ �NGR JPB <br /> � . <br /> APVD 1`��� . <br /> • _ � <br /> DATE �a�2.a j 4'i „, <br /> U <br /> Q <br /> O <br /> I <br /> N <br /> / <br /> O <br /> W <br /> � 6EVERLY PARK � <br /> � SU6STATION a <br /> , <br /> � � <br /> CONTROL BUILDING a <br /> a <br /> u <br /> FOUNDATION PLAN � <br /> , � N{L <br /> L� <br /> . � <br /> . . . � �. , O M . <br /> y� <br /> � 12 0 1 2 3 �� <br /> � <br /> - �/�" = 1'-0" SCALE IN FEET R�V DRAWING ' , , <br /> .,� <br /> � , , o S-�oa-C��3 ;� � <br /> . ��, , <br />