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■ <br /> 1 2 3 4 5 <br /> GENERAL SLAB PLAN NOTES <br /> 1. SEE STRUCTURAL DRAWINGS FOR SLAB AND CONCRETE WALL THICKNESSES. Z <br /> C� <br /> 2. PRIOR TO CONSTRUCTION,CONTRACTOR IS RESPONSIBLE FOR CONFIRMING I.00ATiONS OF v� <br /> SLAB EDGES&SLAB PENETRATIONS. CONTRACTOR TO COORDINATE THIS WORK WITH WORK p <br /> OF OTHER DISCIPLINES.CONTACT ARCHITECT FOR CLARIFICATIONS. <br /> 3. SLOPE TO DRAIN SLAB AT FLOOR DRAIN LOCATIONS; MIN SLOPES DRAIN AT 1/8"PER F00T. <br />� 1301 First Avenue, Suite 301 <br /> 4. ALL DIMENSIONS ARE TO FACE OF CONCRETE UNLESS OTHERWISE NOTED. Seattle, WA 98101 <br /> 5. REFER TO FLOOR PLANS FOR DOOR AND FRAME TYPES OCCURING AT CURB WALL. http://www.gglo.com <br /> 6. COORDINATE LOCATIONS OF FLOOR SINKS WITH KITCHEN EQUIPMENT PROVIDER. <br /> D p <br /> 5I41 �..�..,�...___. <br /> ���,=t��:�W���;'r:D <br /> ���i i��CT <br />� �� `���' <br /> , ;;� , <br /> , .,;� �� <br /> __ <br /> O 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 40. <br /> � � � O n�ecH s�Kas <br /> O R� Kf <br /> � STA7 OF WASNINGTON <br /> � i I i ,, Z./ • <br /> r 3 P"� <br /> � <br /> i I I I I I I I I I I I I I I I <br /> i <br /> , <br /> , ; ; ; <br /> � 11'-5 1/2" � �_ ' � 170'-5 1/2° <br />� � S! � S(i�i SiM SIM , � - <br /> SIM <br /> � C4 C4 q2 i C4 6 3/4"-� � SIM � C4 � <br /> °' TO CURB I TO CURB 2'-11 3/4" �3'-71l2" � TO CURB <br /> � � � �i A-501 A-501 A-515 ' 167.42' � �; � <br /> 4'-6 3/4 9 3/4" 166.92� � 167.42' ��5Q1 ' A-515 A-501 <br /> M � � \ -- ; CURB STEP � � ( � ; �� CURB STEP I <br /> � — — p nP _ A <br /> B4 -�-,�P i� <br /> o � A-501 B4 � � � � I � `--�i--r i i <br /> � A-501 f � \ i j I 166.75' �� i � <br /> THICKENED CURB WALL �CURB WALL, DOOR OPENING, � DOOR OPENING, �--CURB WALL, <br /> A T C O L U M N S, R E F E R T O i T Y P C H A M F E R @ _ C H A M F E R @ I TYP �� <br /> � I I I I STRUCTURAL , I ; EXTERIOR JAMB I o I I EXTERIOR JAMB I PROJECT; <br /> I T• <br /> i 10'-0"X 3'-0"RAISED F100R DRAIN,TYP Cocoon House Youth <br /> EQUIPMENT PAD,4"AFF; � <br />� o o b 1 CONFIRM SIZE WITH � I ��RB WALL, � �`enter ' BaSe C�ntCaCt � <br /> PLUMBING CONTRACTOR � I C <br /> C _� I I I I I i I I I I �p�, I ! FD EL:-0.75" I I I <br /> COLUMN,TYP <br /> 3'-0" � , „ �—TRENCH DRAIN PER MFR � �, � <br /> r 5'-4 3l8 TO TRENCH EL;-0.75" <br /> �—�- � 168.00' I <br /> i � <br /> � � I I i �"� <br /> FD EL:-0.75"� ( <br /> B — — — — — - - — I I — — � — ' —I — I — — � — I I — I — —�-- —I —a i — I — --- � o I ----- -- -- — — — — — B <br /> � � � i \ 0 � O '� <br /> � <br /> � � � <br /> � � 8'-8" 6 1/8" � `t � <br /> � --FD EL:-0.5" <br /> C - — -� — --- — — — I FD EL:-0.5" �� �— �— � _ ---� — — —rt-- — — 1-- — - � -� °o CLR-- — � —I �— — � — — ���— — -- C PROJECT ADDRESS: <br /> � v � - ! ,_ �. ,' <br /> � � � o � M � t 5 0 SIM , � <br />� � <br /> � �,P � ° N ca S�� ; �� --Fo E�:-o.�s�� C4 II EVERETTBWA 98201 <br /> � 64 � � � � 9 62.42' A-421 i � , �A 501 I , <br /> 166.42 <br /> U <br /> A 501 I I I I I I I � I I � I I � �TRENCH DRAIN PER M�R o <br /> ; TO TRENCH EL:-0.75" i I OWNER: <br /> � � i <br /> � � I, � I COCOON HOUSE <br /> � ( � 18"X 1$"X 18"DRY SUMP PIT I <br /> I I I � I � I I T I ca s�M I I I I ' 2929 PINE STREET <br /> A-421 —CURB WALL, EVERETT, WA <br /> I ' nP 98201 <br /> � ' 'i <br />� � � <br /> I I I I i I I f I ( I I I I TO CURB � I � <br /> E — —. ' — — — — — — � — SIM 167.42' - N ' E <br /> � <br /> I 7'-0„ 1'-6" �—C4 <br /> I TYP o � I TY� CURB STEP ; a I <br /> � <br /> � � f TYP � I I � � I qBQ� � a0 � � 5'-8" 1'-4" � � I � A-B501 3�_p�� , °0 I 5 12/13/2017 BASE CONTRACT PERMIT <br /> f � B4 ; � , � �� , ---� RESUBMITTAL <br /> �-- — � — �-5 — ' — ' — — — � -- — — -r — — ' <br /> B �,/ � � i ° 1 <br /> I -� MARK DATE DESCRIPTION <br /> ' ! I �"� B REVISIONS <br /> G -- - -M� - - � � , <br /> i I — — --� — � I I i � i i I I I I I <br /> � � FD EL:-0.5" ; <br /> � <br />� � � � <br /> � � B4�SIM� 166.42' g4 �� � TYP <br /> � A-501 � ;' A�-50'1 � � � � � � � � � I A4 � <br /> �CURB WALL � ; � ( ( � � ; A-501 _ <br /> i i <br /> -,___, <br /> H -- — C0 — — — � v � i '� `t <br /> M� I I � � M � I � I �li (p ; <br /> i Cfl i �(i ' <br /> i , <br /> TO CURB I I I I I I ! r' � A501 ! I �--FD EL:-1.5° � � � m � <br /> � 165.87' FD EL:-1.25" 164.42' � <br /> � <br /> —� �FD EL:-0.75"—� � <br /> rn I � i BASE CONTRACT PERMIT <br /> � , � D 12/13/2017 RESUBMITTAL <br />� � �4 SIM � I — � � <br /> A-5t71 � � � I I � � � � I �- FLOOR SINK,TYP I I I C 10I06I2017 PERMIT SET <br /> � � B 09/22/2017 BASE CONTRACT BID SET <br /> J — � — — —�— , <br /> � <br /> i r�rP 'i <br /> A 08125/2017 DESIGN DEVELOPMENT <br /> I B4 � � I � <br /> K _ _ _; _ A-50� I_ _� _ _ �_ _ �_ ^I I — — �_ — B MARK DATE DESCRIPTION <br /> 2�'-1 1/2" 5 1/2° s�-o° 5'-5�� ( 5�_$�� ; ; ; , , K ISSUE INFORMATION <br /> � TYP TYP � <br /> 64 A4 <br /> A-501 A-5d1 � PROJECT NO.: 2016030.�� <br /> � � � � � � � � � � � � � I I <br /> 68'-10 3/4" � 19'-11" <br /> GGLO PRINCIPAL IN CHARGE: Michael Wishkoski <br />� GGLO PROJECT MANAGER: Scott Schreffler <br /> � � <br /> ' i � �� � OWNER APPROVAL: <br /> I W <br /> A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �„�,_ q <br /> — <br /> . � SHEET TITLE <br /> W LEVEL 1 SLAB PLAN <br /> a <br /> � <br /> � <br /> c� <br /> 0 <br />� � <br /> n Z E � o <br /> � o <br /> � SLAB PLAN o� 4� 8� 16� � 5 A-� '� - <br /> A 0 <br /> � " '� 1/8" = 1'-0„ NORTH W <br /> � <br /> o Q <br /> a m COPYRIGHT GGLO.ALL RIGHTS RESERVED. <br /> ORIGINAL SHEET SIZE IS 24"x36" <br /> � 2 3 4 5 <br />