HomeMy WebLinkAboutWTR2702953.56A
B
C
D
E
NOTES:
(y)
1.
GRIDLINES ARE TO INSIDE FACE OF WALL AND TO CENTERLINE
5. ALL CONSTRUCTION
JOINTS IN THE SUSPENDED SLAB SHALL
Ln
OF COLUMNS.
HAVE 6" PVC WATERSTOPS. ALL CONTROL
JOINTS SHALL BE
m
FILLED WITH BACKER
ROD AND SEALANT.
CV
2.
ALL PIPES AND ELECTRICAL CONDUITS UNDER THE BUILDING
lr_�
ARE TO BE CONCRETE ENCASED PER THE TYPICAL DETAIL ON
CENTER DRIP
N
S1.
CHANNEL CUT INTO
SAFETY CHAIN
SS SLAM LOCK-
MAIN CHANNEL
(OPPOSITE END)
AUTOMATIC HOLD
3.
THE TYPES OF HATCHES SHALL MATCH THE FOLLOWING
FRAME AT EACH END
OPEN ARM &
LOADING CRITERIA:
W/ DEBRIS GASKET
COVER RELEASE -
T1H = 300 PSF
I
T2H = 300 PSF/3,500 LB POINT LOAD (FORKLIFT LOADING)
' /4" ALUM CHANNEL
/
T3H = HS20 VEHICLE LIVE LOAD
FRAME W/ ANCHORS
4.
THE FILTER VESSEL ANCHORAGE IS NOT SHOWN. SUBMIT
8" WIDE
LOADING CALCULATIONS, INCLUDING SEISMIC, FOR ENGINEER'S
CONC CURB
g
REVIEW.
3'-6' MAX (RFI 71)
*1'-4"
DRAIN TO TRENCH
SEE S1 FOR TYP
`" a •
o
_
SUSPENDED • • • • EQUIP PAD REINF
d •
CONC SLAB & NOTE #4
a
I
of #4@10", TIES �� 4-#8,
TOP & BOTT
SECTION K
SCALE: 3/4"=1'-O" 5 5
RFI 37 #8
*1'-4"
Q
SUSPENDED •10 1 ' .�•
CONC SLAB -
CD
,
6 of #4@10", TIES
J
m
0
w
cn
w
E
0
d-
I
co
0
0
N
a;
N
¢
w
F-
0
F-
0
w
J
3
L
0
U) 3 co
3
0
0
U
Q
Y
i
V)
CD
0
0
0
w
2
i
a,
a
0
I
0
U
I
0
Ln
0
N
0
1
w
0
U —
Y
w
Z
J
SEE S1 FOR TYP
EQUIP PAD REINF
& NOTE #4
2-#8, P - OTT
q
10 & B
8" CMU WALL
SECTION L SEE S3 FOR REINF
SCALE: 3/4"=1'-O" 5 5
5 RFI 37 #8
SUSPENDED TOP REINF TOP REINF
CONC SLAB
#4 TIES @ 10" _ } #4 TIES @ 1
• a
0 0
CDBOTTOM CDBOTTOM
REINF - REINF
FOR SLAB REINF
SEE SECTIONS
ON S7, S8 & S9
#3@12" TIES ON
THREE SIDES
RFI 37 #6
3"x3/8" SS PL
FULLY WELD & GRIND
SMOOTH BUTT JOINTS
L3"x3"x1 /4" SS WELD -
TO LADDER SIDE RAILS
BOLT TO CONC FLOOR
W/ 1 /2" SS ADHESIVE
ANCHORS
SECTION
SCALE: 3/4"=1'-O"
#6@16" DOWELS
SUSPENDED
CONC SLAB
NOTE: SEE BEAM SCHEDULE FOR SIZE AND REINF NOTE: SEE BEAM SCHEDULE FOR SIZE AND REINF
TYP BEAM SECTION TYP BEAM SECTION
W/O CMU WALL M W CMU WALL N
-)
SCALE: 3/4"=1'-0" 5 5 SCALE: 3/4"=V-0" 5 5
RFI 37 #8 RFI 37 #8
GALV STL GRATING � SUSPENDS
.SECTION
SCALE: 3/4"=V-0"
RECORD DRAWING
0 CHANGE DURING SUBMITTAL #75A REVIEW
— RECORD DRAWING
N0. REVISION
A B
CONC SLAB
x
- #6@12" w
EF, EW -
> co �t
• } o
SURVEYED:
DESIGNED: SJ DLB
DRAWN: Si
CHECKED: DLB
12/05 APPROVED: SEM
SJ 04/04 DLB
12/05
BY DATE APPR
C ID
F
C
REMOVABLE KEY
WRENCH W/ DETENT
V REMOVABLE PLUG
1/4" ALUM DIAMOND PL COVER
HEAVY DUTY FORGED
ALUM HINGES W/ SS PINS
#5 HORIZ REINF
• • #5@12" DOWEL
a
LIFTING MECHANISM W/
REINF COMPOSITE TUBES
FLOOR MOUNT SLEEVE W/ & ELECTROCOATED
4"0 MAST UNI-HOIST COMPRESSION SPRINGS
SYSTEMS US102-A
(EMBED IN CONC SLAB)
1/4"x2" SS PLATES W/ 2-1/2"0
SS ADHESIVE ANCHOR AT 8'-0"
CC (TYP)
1" DIA SOLID SS RUNG PUNCH
THRU SIDE RAILS & PLUG
WELD ON OUTSIDE OF RAIL
(TYPICAL OF 9)
UUM, 1-UU I IINb
SCALE: 1 /8"=1 '-0'
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991
AT FULL SCALE
IF NOT ONE INCH DATUM
SCALE ACCORDINGLY
E
F
I
RFI 15.3
GALV STL GRATING
& EMBED ANGLES
PER S1
—BREAK TOP REINF
AT TRENCH DRAIN
SECTION
SCALE: 3/4"=1'-0"
SUSPENDED
CONC SLAB x
w ¢z
¢ -
0
,
BEAM WIDTH TOP BOTTOM
"B" REINF REINF
B-1, 3-6 15" 4-#7 4-#7
B-2, 13-4, B-5 15" 2-#7 2-#7
B-3 15" 2-#7 4-#7
B-7, B-8 12" 2-#6 3-#6
B-9, B-10, B-11, 12" 2-#6 2-#6
B-12, B-13
SEE SECTION M/S5 AND N/S5 FOR DETAILS
BEAM SCHEDULE
SEE RFI 37 #7
64'-8"
23'-4" 1'- 14'-0" 1'-4" 23'-4" $ B SEE RFI 45-9 AND
8" CMU WALL W/ 22'-0" FLOOR 514 SUBMITTAL NO. 75A
15 CONC WALL 11'-0" RFI 49 � BUILDING q PENETRATIONS
SEE NOTE #3
GALV STL GRATING (TYP)
6" WIDE FLOOR
DRAIN (TYP)
EMBEDDED GRATING
SUPPORT. SEE TYP
DETAIL ON S1.
FUTURE CONC PEDESTAL -
PROVIDE FORM SAVERS
W/ END CAPS ON ENDS
OF DOWELS (TYP OF 16)
CONC BEAM BELOW
SUSPENDED CONC SLAB
(TYP OF 30)
15" REINF CONC WALLS
BELOW SEE S4 (TYP) —
— SEE REVISED PEDESTAL
LOCATIONS SUBMITTAL
NO. 51 & 75A CS
FILTER SYSTEM & NO.
75A CURBS (TYP)
RFI 11
(12/8/03)
RFI 45-22
END THICK
\—(TYP) FLOOR
MATCH PEN
8 DIMS (RFI 23.2)
SCALE: 1 /8"=1'-O"
0 4 8 16 24
0 1 2 3 4
3/4"=1'-0"
10
C
0
7
01
5
m
I
2
CITY OF RENTON
"u Planning/Building/Public Buildin DATE: DEC 2005 1
Kennedy/Jenks ECONOMIC AND ENGINEERING g/ g/Public Works Dept. PROJECT NO.
SERVICES, INC. MAPLEWOOD 3-01-358
Consultants 10900 NE 4th STREET, SUITE 1110 REVISION No.
32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98005 SHT No.
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
GROUND FLOOR PLAN AND SECTIONS DWG No. S5
G H K L M N W — 9 513 A A I
hb SGAivt�c� ut,, Z. j .'Al
y
FOR SLAB REINF
SEE SECTIONS
ON S7, S8 & S9
#3@12" TIES ON
THREE SIDES
RFI 37 #6
3"x3/8" SS PL
FULLY WELD & GRIND
SMOOTH BUTT JOINTS
L3"x3"x1 /4" SS WELD -
TO LADDER SIDE RAILS
BOLT TO CONC FLOOR
W/ 1 /2" SS ADHESIVE
ANCHORS
SECTION
SCALE: 3/4"=1'-O"
#6@16" DOWELS
SUSPENDED
CONC SLAB
NOTE: SEE BEAM SCHEDULE FOR SIZE AND REINF NOTE: SEE BEAM SCHEDULE FOR SIZE AND REINF
TYP BEAM SECTION TYP BEAM SECTION
W/O CMU WALL M W CMU WALL N
-)
SCALE: 3/4"=1'-0" 5 5 SCALE: 3/4"=V-0" 5 5
RFI 37 #8 RFI 37 #8
GALV STL GRATING � SUSPENDS
.SECTION
SCALE: 3/4"=V-0"
RECORD DRAWING
0 CHANGE DURING SUBMITTAL #75A REVIEW
— RECORD DRAWING
N0. REVISION
A B
CONC SLAB
x
- #6@12" w
EF, EW -
> co �t
• } o
SURVEYED:
DESIGNED: SJ DLB
DRAWN: Si
CHECKED: DLB
12/05 APPROVED: SEM
SJ 04/04 DLB
12/05
BY DATE APPR
C ID
F
C
REMOVABLE KEY
WRENCH W/ DETENT
V REMOVABLE PLUG
1/4" ALUM DIAMOND PL COVER
HEAVY DUTY FORGED
ALUM HINGES W/ SS PINS
#5 HORIZ REINF
• • #5@12" DOWEL
a
LIFTING MECHANISM W/
REINF COMPOSITE TUBES
FLOOR MOUNT SLEEVE W/ & ELECTROCOATED
4"0 MAST UNI-HOIST COMPRESSION SPRINGS
SYSTEMS US102-A
(EMBED IN CONC SLAB)
1/4"x2" SS PLATES W/ 2-1/2"0
SS ADHESIVE ANCHOR AT 8'-0"
CC (TYP)
1" DIA SOLID SS RUNG PUNCH
THRU SIDE RAILS & PLUG
WELD ON OUTSIDE OF RAIL
(TYPICAL OF 9)
UUM, 1-UU I IINb
SCALE: 1 /8"=1 '-0'
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991
AT FULL SCALE
IF NOT ONE INCH DATUM
SCALE ACCORDINGLY
E
F
I
RFI 15.3
GALV STL GRATING
& EMBED ANGLES
PER S1
—BREAK TOP REINF
AT TRENCH DRAIN
SECTION
SCALE: 3/4"=1'-0"
SUSPENDED
CONC SLAB x
w ¢z
¢ -
0
,
BEAM WIDTH TOP BOTTOM
"B" REINF REINF
B-1, 3-6 15" 4-#7 4-#7
B-2, 13-4, B-5 15" 2-#7 2-#7
B-3 15" 2-#7 4-#7
B-7, B-8 12" 2-#6 3-#6
B-9, B-10, B-11, 12" 2-#6 2-#6
B-12, B-13
SEE SECTION M/S5 AND N/S5 FOR DETAILS
BEAM SCHEDULE
SEE RFI 37 #7
64'-8"
23'-4" 1'- 14'-0" 1'-4" 23'-4" $ B SEE RFI 45-9 AND
8" CMU WALL W/ 22'-0" FLOOR 514 SUBMITTAL NO. 75A
15 CONC WALL 11'-0" RFI 49 � BUILDING q PENETRATIONS
SEE NOTE #3
GALV STL GRATING (TYP)
6" WIDE FLOOR
DRAIN (TYP)
EMBEDDED GRATING
SUPPORT. SEE TYP
DETAIL ON S1.
FUTURE CONC PEDESTAL -
PROVIDE FORM SAVERS
W/ END CAPS ON ENDS
OF DOWELS (TYP OF 16)
CONC BEAM BELOW
SUSPENDED CONC SLAB
(TYP OF 30)
15" REINF CONC WALLS
BELOW SEE S4 (TYP) —
— SEE REVISED PEDESTAL
LOCATIONS SUBMITTAL
NO. 51 & 75A CS
FILTER SYSTEM & NO.
75A CURBS (TYP)
RFI 11
(12/8/03)
RFI 45-22
END THICK
\—(TYP) FLOOR
MATCH PEN
8 DIMS (RFI 23.2)
SCALE: 1 /8"=1'-O"
0 4 8 16 24
0 1 2 3 4
3/4"=1'-0"
10
C
0
7
01
5
m
I
2
CITY OF RENTON
"u Planning/Building/Public Buildin DATE: DEC 2005 1
Kennedy/Jenks ECONOMIC AND ENGINEERING g/ g/Public Works Dept. PROJECT NO.
SERVICES, INC. MAPLEWOOD 3-01-358
Consultants 10900 NE 4th STREET, SUITE 1110 REVISION No.
32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98005 SHT No.
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
GROUND FLOOR PLAN AND SECTIONS DWG No. S5
G H K L M N W — 9 513 A A I
hb SGAivt�c� ut,, Z. j .'Al
y
F
C
REMOVABLE KEY
WRENCH W/ DETENT
V REMOVABLE PLUG
1/4" ALUM DIAMOND PL COVER
HEAVY DUTY FORGED
ALUM HINGES W/ SS PINS
#5 HORIZ REINF
• • #5@12" DOWEL
a
LIFTING MECHANISM W/
REINF COMPOSITE TUBES
FLOOR MOUNT SLEEVE W/ & ELECTROCOATED
4"0 MAST UNI-HOIST COMPRESSION SPRINGS
SYSTEMS US102-A
(EMBED IN CONC SLAB)
1/4"x2" SS PLATES W/ 2-1/2"0
SS ADHESIVE ANCHOR AT 8'-0"
CC (TYP)
1" DIA SOLID SS RUNG PUNCH
THRU SIDE RAILS & PLUG
WELD ON OUTSIDE OF RAIL
(TYPICAL OF 9)
UUM, 1-UU I IINb
SCALE: 1 /8"=1 '-0'
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991
AT FULL SCALE
IF NOT ONE INCH DATUM
SCALE ACCORDINGLY
E
F
I
RFI 15.3
GALV STL GRATING
& EMBED ANGLES
PER S1
—BREAK TOP REINF
AT TRENCH DRAIN
SECTION
SCALE: 3/4"=1'-0"
SUSPENDED
CONC SLAB x
w ¢z
¢ -
0
,
BEAM WIDTH TOP BOTTOM
"B" REINF REINF
B-1, 3-6 15" 4-#7 4-#7
B-2, 13-4, B-5 15" 2-#7 2-#7
B-3 15" 2-#7 4-#7
B-7, B-8 12" 2-#6 3-#6
B-9, B-10, B-11, 12" 2-#6 2-#6
B-12, B-13
SEE SECTION M/S5 AND N/S5 FOR DETAILS
BEAM SCHEDULE
SEE RFI 37 #7
64'-8"
23'-4" 1'- 14'-0" 1'-4" 23'-4" $ B SEE RFI 45-9 AND
8" CMU WALL W/ 22'-0" FLOOR 514 SUBMITTAL NO. 75A
15 CONC WALL 11'-0" RFI 49 � BUILDING q PENETRATIONS
SEE NOTE #3
GALV STL GRATING (TYP)
6" WIDE FLOOR
DRAIN (TYP)
EMBEDDED GRATING
SUPPORT. SEE TYP
DETAIL ON S1.
FUTURE CONC PEDESTAL -
PROVIDE FORM SAVERS
W/ END CAPS ON ENDS
OF DOWELS (TYP OF 16)
CONC BEAM BELOW
SUSPENDED CONC SLAB
(TYP OF 30)
15" REINF CONC WALLS
BELOW SEE S4 (TYP) —
— SEE REVISED PEDESTAL
LOCATIONS SUBMITTAL
NO. 51 & 75A CS
FILTER SYSTEM & NO.
75A CURBS (TYP)
RFI 11
(12/8/03)
RFI 45-22
END THICK
\—(TYP) FLOOR
MATCH PEN
8 DIMS (RFI 23.2)
SCALE: 1 /8"=1'-O"
0 4 8 16 24
0 1 2 3 4
3/4"=1'-0"
10
C
0
7
01
5
m
I
2
CITY OF RENTON
"u Planning/Building/Public Buildin DATE: DEC 2005 1
Kennedy/Jenks ECONOMIC AND ENGINEERING g/ g/Public Works Dept. PROJECT NO.
SERVICES, INC. MAPLEWOOD 3-01-358
Consultants 10900 NE 4th STREET, SUITE 1110 REVISION No.
32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98005 SHT No.
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
GROUND FLOOR PLAN AND SECTIONS DWG No. S5
G H K L M N W — 9 513 A A I
hb SGAivt�c� ut,, Z. j .'Al
y
(TYPICAL OF 9)
UUM, 1-UU I IINb
SCALE: 1 /8"=1 '-0'
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991
AT FULL SCALE
IF NOT ONE INCH DATUM
SCALE ACCORDINGLY
E
F
I
RFI 15.3
GALV STL GRATING
& EMBED ANGLES
PER S1
—BREAK TOP REINF
AT TRENCH DRAIN
SECTION
SCALE: 3/4"=1'-0"
SUSPENDED
CONC SLAB x
w ¢z
¢ -
0
,
BEAM WIDTH TOP BOTTOM
"B" REINF REINF
B-1, 3-6 15" 4-#7 4-#7
B-2, 13-4, B-5 15" 2-#7 2-#7
B-3 15" 2-#7 4-#7
B-7, B-8 12" 2-#6 3-#6
B-9, B-10, B-11, 12" 2-#6 2-#6
B-12, B-13
SEE SECTION M/S5 AND N/S5 FOR DETAILS
BEAM SCHEDULE
SEE RFI 37 #7
64'-8"
23'-4" 1'- 14'-0" 1'-4" 23'-4" $ B SEE RFI 45-9 AND
8" CMU WALL W/ 22'-0" FLOOR 514 SUBMITTAL NO. 75A
15 CONC WALL 11'-0" RFI 49 � BUILDING q PENETRATIONS
SEE NOTE #3
GALV STL GRATING (TYP)
6" WIDE FLOOR
DRAIN (TYP)
EMBEDDED GRATING
SUPPORT. SEE TYP
DETAIL ON S1.
FUTURE CONC PEDESTAL -
PROVIDE FORM SAVERS
W/ END CAPS ON ENDS
OF DOWELS (TYP OF 16)
CONC BEAM BELOW
SUSPENDED CONC SLAB
(TYP OF 30)
15" REINF CONC WALLS
BELOW SEE S4 (TYP) —
— SEE REVISED PEDESTAL
LOCATIONS SUBMITTAL
NO. 51 & 75A CS
FILTER SYSTEM & NO.
75A CURBS (TYP)
RFI 11
(12/8/03)
RFI 45-22
END THICK
\—(TYP) FLOOR
MATCH PEN
8 DIMS (RFI 23.2)
SCALE: 1 /8"=1'-O"
0 4 8 16 24
0 1 2 3 4
3/4"=1'-0"
10
C
0
7
01
5
m
I
2
CITY OF RENTON
"u Planning/Building/Public Buildin DATE: DEC 2005 1
Kennedy/Jenks ECONOMIC AND ENGINEERING g/ g/Public Works Dept. PROJECT NO.
SERVICES, INC. MAPLEWOOD 3-01-358
Consultants 10900 NE 4th STREET, SUITE 1110 REVISION No.
32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98005 SHT No.
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
GROUND FLOOR PLAN AND SECTIONS DWG No. S5
G H K L M N W — 9 513 A A I
hb SGAivt�c� ut,, Z. j .'Al
y
SEE SECTION M/S5 AND N/S5 FOR DETAILS
BEAM SCHEDULE
SEE RFI 37 #7
64'-8"
23'-4" 1'- 14'-0" 1'-4" 23'-4" $ B SEE RFI 45-9 AND
8" CMU WALL W/ 22'-0" FLOOR 514 SUBMITTAL NO. 75A
15 CONC WALL 11'-0" RFI 49 � BUILDING q PENETRATIONS
SEE NOTE #3
GALV STL GRATING (TYP)
6" WIDE FLOOR
DRAIN (TYP)
EMBEDDED GRATING
SUPPORT. SEE TYP
DETAIL ON S1.
FUTURE CONC PEDESTAL -
PROVIDE FORM SAVERS
W/ END CAPS ON ENDS
OF DOWELS (TYP OF 16)
CONC BEAM BELOW
SUSPENDED CONC SLAB
(TYP OF 30)
15" REINF CONC WALLS
BELOW SEE S4 (TYP) —
— SEE REVISED PEDESTAL
LOCATIONS SUBMITTAL
NO. 51 & 75A CS
FILTER SYSTEM & NO.
75A CURBS (TYP)
RFI 11
(12/8/03)
RFI 45-22
END THICK
\—(TYP) FLOOR
MATCH PEN
8 DIMS (RFI 23.2)
SCALE: 1 /8"=1'-O"
0 4 8 16 24
0 1 2 3 4
3/4"=1'-0"
10
C
0
7
01
5
m
I
2
CITY OF RENTON
"u Planning/Building/Public Buildin DATE: DEC 2005 1
Kennedy/Jenks ECONOMIC AND ENGINEERING g/ g/Public Works Dept. PROJECT NO.
SERVICES, INC. MAPLEWOOD 3-01-358
Consultants 10900 NE 4th STREET, SUITE 1110 REVISION No.
32001 32nd Avenue South, Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98005 SHT No.
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA STRUCTURAL
GROUND FLOOR PLAN AND SECTIONS DWG No. S5
G H K L M N W — 9 513 A A I
hb SGAivt�c� ut,, Z. j .'Al
y
y