HomeMy WebLinkAboutWTR2703005.7NOTE:
TANK, STANDPIPE AND OTHER
FEATURES NOT SHOWN FOR CLARITY
24'-8 1 /4"
I I
1
TYP I
i
TIFR 3 1 I I
00
�r
N
N
I
00
w
w
m
w
m
W
w
w
0
0
TIER 2
I
TIER 1
i
I
I
I
i
T/ FNDN
WELD REPAIR SCHEDULE
GRID
LEVEL
GUSSET CONN TO
DESCRIPTION
2.1
TIER 2
STRUT
LOOSE. BOLTS REPLACED
2.1
TIER 2
COL
1 /4" FILLET
3.9 & 4.1
FNDN
COL & BASE E
1 /4" FILLET
3.9 & 4.1
TIER 1
COL
UNDERCUT
3.9
TIER 2
STRUT
LOOSE BOLTS REPLACED
4.1
TIER 3
COL
3/16" FILLET
4.1
TIER 3
BRACE
UNDERCUT & POROSITY
5.1
TIER 1
COL
3/16" FILLET
7.9
TIER 1
BOT BRACE
1 /4" UNDERCUT BOTH SIDES
�o PARTIAL ELEVATION
_011
I�L2_ �O I / 8 1
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE
ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUY.ENT AS A RESULT.
w riQ -1 �-foot
REPAIR NOTES:
ER TO FOUNDATION PLAN, SHT SH 1 .0, FOR GRID REFERENCES.
X.1 AND X.9 CORRESPOND TO GUSSET PLATE LOCATIONS ON
H SIDE OF A PARTICULAR COLUMN.
EXISTING CONDITIONS NOTED IN SCHEDULE SHALL BE REPAIRED.
ER TO WELD REPAIR NOTES ON SHEET GO.2.
FILLET WELDS 1 /4" AND SMALLER SHALL BE GROUND TO
EPTABLE WELD PROFILES AND REPAIRED WITH 3/8" FILLET.
TYP
DL, TYP
ACES ON ALL 4
RACE INTERSECTION
DR INSTALLATION
FE AND FRICTION
P
\MPER W/ SPLICE
ALL BRACE
INS, TYP
TYP
* NOTE:
FIELD VERIFY PRIOR TO
FRICTION DAMPER FABRICATION
AND INSTALLATION
TYP
N0.
RECORD DRAWING
BID SET
REVISION
SECTION
v
1 "0 A36 THREADED
ERECTION'
ERECTION E
SEE DETAIL
J c;
ELEVATION
SECTION
1 1 /4"0 HIGH
STRENGTH BOLT, TYP
NOTE 3, TYP
SPLICE R BELOW
b \\ TYP, SEE DETAIL �11
SH2.0
NOTES:
1. DAMPER SLIP FORCE = 70k
2. MAX DAMPER EXTENSION = ±2.9"
3. INORGANIC ZINC RICH PAINT COATING READ
ON FAYING SURFACES (ALL SURFACES IN
CONTACT WITH SPLICE PLATE).
4. ALL BOLTS SHALL BE INSTALLED PER AISC
SPECIFICATIONS.
5. REFER TO GENERAL NOTES AND SPECIFICATIONS
FOR ADDITIONAL INFORMATION NOT SHOWN.
6. CONTRACTOR SHALL VERIFY SUITABILITY OF
FRICTION DAMPER DIMENSIONS FOR ASPECT
RATIOS OF EXISTING TANK BRACES. FIELD
VERIFY ALL DIMENSIONS PRIOR TO FRICTION
DAMPER FABRICATION.
7. PROVIDE ONE PROTOTYPE FULL-SCALE FRICTION
DAMPER TEST FOR THE ENTIRE RESERVOIR. IN
THE CASE OF TWO DAMPER TYPES, PROTOTYPE
SHALL MATCH THE FRICTION DAMPER TYPE WITH
THE LARGEST QUANTITY.
FRICTION DAMPER DETAIL w
300507
HARDENED T_ WASHER
r-i r i A A r-i A
ELEVATION
3 SIDES
(E) BRACE- C 3/8
3 SIDES
P LA N
DAMPER LEG W/
SHIM fps
3, AS READ
TIGHT FIT
f)1
2" SLOTTED
HOLE, TYP
N a- W
\ � U
Q
m
Ir-- - -- - m
-- -- f - ---cam
\-- SPLICE FE I", ES
3/4" fE OF (E) BRACE
NOTES:
1. PAIRS OF RODS SHALL BE TENSIONED
SIMULTANEOUSLY FOR DAMPER ADJUSTMENT.
2. ERECTION RODS AND BRACKETS TO BE
REMOVED AFTER FILLING TANK WITH WATER.
1 1 SPLICE PLATE DETAIL.
SH2.0 1 "=1 '-0"
5URVEYED: SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 � CITY OF
DESIGNED: AS NOTED
KKY �� RENTON
KKY 8/19/03 o p m ,� ,
ONE INCH DATJ V
KKY 1011102 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
DBS IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
w w
w
O
z
N
� I, , L�LTS
ELEVATION
1 /4 ` TYP
1 /2" STIFF FL, TYP
1 /4>> �.
TYP `-
2" 5" 2'
P LAN
NOTES:
1. ROD POSITION ON BRACKET SHALL BE LOCATED
TO CLEAR ADJACENT CROSS -ROD AND ALLOW
ACCESS FOR INSTALLATION OF FRICTIOrl DAMPER
BOLTS.
12 ERECTION BRACKET DETAIL
SH2.0 1 1 /2"= V-0"
DATE:
RENTONELEVATEID WATER TANKS 8K:
SEISMIC REPAIR AND REHPAGE:
ABILITATION E:°O
K:
PAGE:
DRAWING NO:
HIGHLANDS RESERVOIR S H 2.0
PARTIAL ELEVATION AND DETAILS SHEET:7 OF:
18
f�� W _3 0 0
SCANNLU MAR 2 9 2e"o
0
r
r
ELEVATION
SECTION
1 1 /4"0 HIGH
STRENGTH BOLT, TYP
NOTE 3, TYP
SPLICE R BELOW
b \\ TYP, SEE DETAIL �11
SH2.0
NOTES:
1. DAMPER SLIP FORCE = 70k
2. MAX DAMPER EXTENSION = ±2.9"
3. INORGANIC ZINC RICH PAINT COATING READ
ON FAYING SURFACES (ALL SURFACES IN
CONTACT WITH SPLICE PLATE).
4. ALL BOLTS SHALL BE INSTALLED PER AISC
SPECIFICATIONS.
5. REFER TO GENERAL NOTES AND SPECIFICATIONS
FOR ADDITIONAL INFORMATION NOT SHOWN.
6. CONTRACTOR SHALL VERIFY SUITABILITY OF
FRICTION DAMPER DIMENSIONS FOR ASPECT
RATIOS OF EXISTING TANK BRACES. FIELD
VERIFY ALL DIMENSIONS PRIOR TO FRICTION
DAMPER FABRICATION.
7. PROVIDE ONE PROTOTYPE FULL-SCALE FRICTION
DAMPER TEST FOR THE ENTIRE RESERVOIR. IN
THE CASE OF TWO DAMPER TYPES, PROTOTYPE
SHALL MATCH THE FRICTION DAMPER TYPE WITH
THE LARGEST QUANTITY.
FRICTION DAMPER DETAIL w
300507
HARDENED T_ WASHER
r-i r i A A r-i A
ELEVATION
3 SIDES
(E) BRACE- C 3/8
3 SIDES
P LA N
DAMPER LEG W/
SHIM fps
3, AS READ
TIGHT FIT
f)1
2" SLOTTED
HOLE, TYP
N a- W
\ � U
Q
m
Ir-- - -- - m
-- -- f - ---cam
\-- SPLICE FE I", ES
3/4" fE OF (E) BRACE
NOTES:
1. PAIRS OF RODS SHALL BE TENSIONED
SIMULTANEOUSLY FOR DAMPER ADJUSTMENT.
2. ERECTION RODS AND BRACKETS TO BE
REMOVED AFTER FILLING TANK WITH WATER.
1 1 SPLICE PLATE DETAIL.
SH2.0 1 "=1 '-0"
5URVEYED: SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 � CITY OF
DESIGNED: AS NOTED
KKY �� RENTON
KKY 8/19/03 o p m ,� ,
ONE INCH DATJ V
KKY 1011102 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
DBS IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
w w
w
O
z
N
� I, , L�LTS
ELEVATION
1 /4 ` TYP
1 /2" STIFF FL, TYP
1 /4>> �.
TYP `-
2" 5" 2'
P LAN
NOTES:
1. ROD POSITION ON BRACKET SHALL BE LOCATED
TO CLEAR ADJACENT CROSS -ROD AND ALLOW
ACCESS FOR INSTALLATION OF FRICTIOrl DAMPER
BOLTS.
12 ERECTION BRACKET DETAIL
SH2.0 1 1 /2"= V-0"
DATE:
RENTONELEVATEID WATER TANKS 8K:
SEISMIC REPAIR AND REHPAGE:
ABILITATION E:°O
K:
PAGE:
DRAWING NO:
HIGHLANDS RESERVOIR S H 2.0
PARTIAL ELEVATION AND DETAILS SHEET:7 OF:
18
f�� W _3 0 0
SCANNLU MAR 2 9 2e"o
0
r
r
z
z
r
r
EE
�>
o z
N
dd
r�
01-1
r
Ir
C
0
O
O