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PER M 313D17NLESS 0%ERNASE SPECIFIED.S OEN'L STRUCTURALS NOTE CQ — --
r ALTERNATE BENDS--/
6 A ORI S2 AME
'IV
REINF TYP
4
CRIER (OPTIONAL) CORNER INTERSECTION C.OIRNER (OPTIONAL)
SEINEL�G
DETAIL A
NO SCALE VAR
TO BARSACUTEATIV
RECTANGULAR
OR IRRCLAR OPENING
CIRHCER
&&CHEFAMF
,
N FACE 1' INS INI1NUNfi�AS BARS SHOWN.
2 N ROTENINRS NG
N�j f
4. $ pp�E 'b F5fgEWALLS.
FOR CIRCULATION OPENING 5• REI" NO CUT�INO NOT
�T�T AND WALL DPFNW2t0
DETAIL
NO SCALE
OFI PIPE CIC6 CONDUIT OUTSIDE HEX, NUT AND GALV. ANCHOR BOLT. OIA. AS -- LEVELING NUT REQ 0 BY EQUIPMENT MANUFACTURE
ELECT. SERVICE - - 3/4 "41/4" GROUT STEEL EQUIPMENT BASE
�- -
m
I TYP 3/4- RggAppD.. ;ILT OCi1TI0NIPAS REO D
46 o�. DI PLUS 2
�- CONCRETE EQUIPMENT BASE
PLAN ^O VOID T R W NO
3r NCHR BOLT
n r. • ! WHEJN2411RED
METAL BASE �� ' ��44 xx C CRETE SLAB
NON- BEARING VOID AREA WITHIN ci0 L, { RQNFORGNG STEEL
METAL BASE TO BE FILLED WITH o:- -� -__ I -.
CEMENT GROUT > -_� ANCHOJEBOLTS SHALL BE
2 FOR A.Q SEE 3/4 " ?1/4" NON- SHRINK GROUT MIN. SI SHOWN OR
DET. P /S2 - . L UNrvDER ALL BEARING SURFACES L 2" _I LONGER AS REO'D BY
AND IN BOLT HOLES- rMIR�I EQUIPMENT MANUFACTURER
- _� --- /— - , ; �- ANCHOR_BOLT FOR AINNENT
R Eg�� 3
2. 1 'i CLR 1 BYCEQUIPMLNTREWD3" �! R D. DETAIL S2
' MIN - r �I NO SCALE
EF ` �.J%A ENR�TOEEN& , 1 ALL EQUIPMENT. EI TO SUING TANKS, SHALL HAVE A CONCRETE
OTHRWISE NOTED 2. ANCHOR BOLTS SHALL BE SIZED FOR THE EQUIPMENT LOAD
TAPAP FINISHED FLOOR - • PLUS SEISMIC LOADS. (ZONE 3).
ObFTH NIRRS SECTION 3. ANCHOR BOLTS SHALL BE SET IN POCKETS, EITHER PIPE OR
BLOCKOUTS SEE DIET P /S2. ANCHOR BOLT SHALL PENETRATE
EQUAIENT R.ftr STRUCTURAL SLAB AS REQ'D TO MEET MINIMUM EMBEDMENT
SPECIFIED.
4. DRILLED HOLES WITH ANCHOR BOLT SET IN NON - SHRINK GROUT MAY
BE USED IN LIEU OF HOOKED BOLTS. EXPANSION SHIELD
TYPE BOLTS SHALL NOT BE USED.
DETAIL VAR 5. ALL PENETRATIONS FOR CONDUIT AND PIPING SHALL BE
NO SCALE WITHIN CONCRETE EQUIPMENT PAD. PAD TO BE CONFIGURED
ACCORDINGLY.
E
F
D
H
s^
ALTERNATE LOCATION 6" PVC WSTP
T/ -1 TOPPING,1 Y -. _ y .
6" PVC WSTP
T T/3 - ' _ / WHERE VIN r-
_ AS SHOWN '�' � 4.11
` ON DWGS OR AS T
I
T/
+ I ; SPECIFIED + + 6" PVC •
- DRY SIDE' J
TYPICAL CONSTRUCTION JOINT IN SLAB TYPICAL KEY W/ PVC WATERSTOP TYPICAL JOINT W/ PVC WATERSTOP
VERTICAL W t a TYPI -., rON4TR , nDN t0u'TS HORIZONTAL IN WALLS
PREFORMED WALL
PLASTIC TOPPING
ADHESIVE RETARDED SURFACE
WATERSTOP WIRE TIES • 12" O.C. TYP - 6" WATERSTOP
SLAB OR FIG SANDBLAST JOINT THOROUGHLY 2" GROUT
BEFORE PLACING WALL CONC. TYP.-
-
1 -t
t TYPICAL wNT W/ PLASTIC WAL! AND SLAB MATH WATERSTOP
ADHESIVE WATERSTOP
(PROVIDE ONLY WHERE SHOWN ON DWGS) (OPTION)
719ru rtnNelfllnwAUA wu..
DETAIL VAR
45' TO 60'
1 8 °-
/ REwFO��RppdNGDR��p pTIRN °�pN� ^G'Ere' Spy RISER DIMENSION
-NOTE 1 1/6' I, 1,45' 2. DETAIL TAL BEFORE WELDING OTHER NSQDE. / AS SHOWN ( R.
EXTEND TO
%% U " RI DET2 F RAD. O. N D ��VCLEAR OF SIDES
J _ f QO 6 AN�LESMALLERA'L IV FOR 1^ 1/2^ RAO
1/8-T �f �/6 NOTE 1— 3• E9S ELECTRODE FOR GRADE 60. `AS'SHNOWN 4"
-/3 NOSING
4. SEE AWS 07.4 FOR WELpINGf6" TO EADi BAR TYP
I - HORIZONTAL 111 - HORI20NTAL PROCESS AND OTHER DETAILS. DRAIN
HOR12 L--- VERT
TTACK } I TACK AREA G
AREX - 60' ` 45• DETAIL VAR
r i -+ �_(�-� NO SCALE
', /1 li i D , - -t- - 1 f2/3 S
u % -
1/8- -i Spy PPD /3
BACK UPE LENGTH EA SIDE
11 - HORIZONTAL L -- H Ap 1_1 / /4"
MELDING REINFORCING S>" me DETAI x/65
DETAIL
NO SCALE
W =
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a
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Brown tied Coldwel !;N: M
IJ'A11f . u' „In ,,�,
� �: �N'1 Nry IN 4I• 111 V W
Consultants ;�,N•7 aua # CAD TEAM Yw BOEING CHILLER COOLING WATER SItPPLY symm 6956SOOZDWG
Seattle, Washington CITY OP RENTON ID tr,o „ "° ° "''' NO SCALE I A.•I1. I,,
�' J wAR6uRTOH .,,III. , I I,. TYPICAL CONCRETE DETAILS S2
. I ; AWAt. , ....0
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