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�-� <br /> 9 9 e � CLEAN SURFACE PRIOR <br /> � <br /> 3" MIN TO CONC POUR <br /> I ROUGHEN TO 1/4" 1'-0" MAX . <br /> #5 CONT C4? 10° OC MAX, AMPLITUDE TO WITHIN CONC PAD f'c=4,500 PSI <br /> 15'-6" BE�WONDI SIM WOLTRAN�SVERSB BARS > >���� OF T/ SLAB <br /> MECHAX&SELECRCH, #4 Q 12° EW <br /> 0 <br /> � <br /> � (E) CONC SLAB COORD W/ MECH � � <br /> � 7'-0" 2'-4" (NOTE 1) w > <br /> ( a �„ '�I_,=—I I 1=I I 1=1 I I=I I I 1=1 I 1=1 I 1='' <br /> > � ��=�Ti=�Tl-1 I 1=1 I i i�—��� � <br /> � � � <br /> � 6" <br /> � � � � r� #4x � Q 18° AROUND PERIMETER <br /> OF PAD, DRILL & GROUT W/ <br /> � ' EQUIPMENT PAD NON-SHRINK GROUT INTO SLAB <br /> �, -i11-111��lllli��lll,;.�' m zil1-111���llli��lll,;.�' � <br /> �'�. � � 6" TO 8" SEE 9" TO 1'-6" SEE <br /> �s "' ARCH, MECH & ELEC ARCH, MECH & ELEC <br /> ---�-------- i w�' <br /> r- -- -� � �5 DOWELS � 12" OC �.- <br /> i i �S DRILL & EPDXY 6" MIN = _ (1) #4 CONT <br /> " � _ _� � '`� DEPTH W/ HILTI HY-200, TYP Q w #4 C� 18" DRILL & (2) #4 CONT <br /> 1 � � � ' � 0 1'-0" MAX SEE ARCH, GROUT W/ NON-SHRINK <br /> - i- - - - <br /> r � � _1_____J —'- - �� - MECH, & ELEC, TYP • <br /> ___ � � GROUT INTO SLAB <br /> ----- - ---------- - NOTES: <br /> -o ------- -- --- ---- � <br /> 1. SEE MECHANICAL AND COORDINATE WITH EQUIPMENT SUPPLIER FOR SLAB CUTTING <br /> � � � � �y�o o D LOCATIONS, DEPTHS, AND PIPE SIZES. ^ _ _ _ _ _ _ <br /> N �p i +Q9 .- 2. HOOKS ARE REQUIRED AT ENDS OF DOWEL BARS FOR WIDTHS LESS THAN 2'-6". � ��_�i�-i i 1=I i�- '�_�i�-i i I=�i�- <br /> �n ��s � � � - - . <br /> �� � � EQUIPMENT CURBS <br /> � , <br /> --- --------- ---------------------- - ------- T YP I CA L <br /> � <br /> � SLAB PATCH DETAIL <br /> � � ; 2 CURB AND PAD ON CONCRETE SLAB DETAILS 3 <br /> SCALE : 3/4"=I '-0" S761 -3 S761 -3 S761 -3 <br /> i SCALE : NTS <br /> SEE 3/S761.3 FOR i <br /> i PAD DETAILS i i <br /> _ I <br /> i <br /> i <br /> i i i . <br /> i <br /> i <br /> --- --------------------i <br /> � SEE 2 S761.3 FOR _ ' <br /> i SLAB PATCH <br /> i i i <br /> � � i <br /> � 1�❑ � � <br /> —� - - i <br /> � <br /> i <br /> i i +' i i i o0 <br /> I � I o � <br /> I I � .�4j,��Q�Oe � I o <br /> I .y�o �'�j c� <br /> I � � 2,_6„ � I ��c�ro��rL �n o <br /> � � � � TYP UNO i �olc' � <br /> � `�, i i �,F'�` <br /> --.--� _��� -i -—- i <br /> i i <br /> i i <br /> � i <br /> � � � <br /> --- ------------------- J _ <br /> � � O � � I <br /> I � I <br /> 5�-2' i-v I <br /> i <br /> TYP EE i <br /> i <br /> NOTES: � <br /> 1. COORDINATE LOCATIONS AND DIMENSIONS WITH MECHANICAL AND EQUIPMENT SUPPLIER. <br /> 2. SEE S760 FOR EXISTING STRUCTURE. <br /> EN � ARGED FOUNDATI0�1 PLAN - WEST CANOPY � <br /> SCA�E : �6"=� '-0° S761 -3 S761 -3 � <br /> � ' I 1 0 ' I <br /> I S S U E D F 0 R P E RM I T 728 134th Street SW � Suite 200 <br /> �7. � 8. � 7 Everett. Washingkon 98204 � <br /> Ph. 425 741 3800 <br /> www.reidmiddleton.com � <br /> o Copyright 2011 Reid Middleton, Inc. <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> �xAN C ACCEPTABILITY E PENA o7.,8.,� SECTIONS AND DETAILS <br /> - IRC - WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE W2572915 RMI/PNC 07.18.17 �oF wAs����, THIS DESIGN AND/OR CHECKED W2572915 — 07.18.17 <br /> �v��' �;��e �G� SPECIFICATION IS APPROVED P• CROCKER 07.18.17 SHEET <br /> � a�� k� � � APPROVED eY DEPT. DATE P CROCKER 07.�g.�7 r�r`E IRC - WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE <br /> /� � 7 1 <br /> ` ' CHECKED S 6 3 <br /> � ���� w��� BUILDING 40-056 <br /> Cr 37358 �ti� �,�' APPROVED JOB N0. COMP N0. <br /> ��SSI NAL E���,�����`^ APPROVED DWG No. W2572915 � <br /> o STRUCTURAL MASTER EVERETT, WA 40-056-S761 -3 <br />