HomeMy WebLinkAboutWTR2703488.4_OWER LANDING PLATFORM
SIDE PLATE,
TYP OF 2
CLIMB PREVENTION
/ SHIELD DOOR
u
12' - 0"
5-4} 7
5'-4)�
a
TYP
VANDAL SHIELD ELEVATIO
Yz"m HOLE FOR
PADLOCIK
2"
I 1"
1 /2"
SHIELD LOCK TAB DETAIL so
6' = 1'-O"
Y2` = 1'—C
DOOR FRAMING
OCK TAB, TYP OF 2, SEE A2 A3
iETAILS THIS SHEET SO SO
S-6"
N A
SO1
2" --i
2"
CLIMB PREVENTION
SHIELD DOOR
SHIELD LOCK TAB PLAN 'A
6" 1'-0"
L2"x2"xY4"x0'-6", TYP OF 6.
2'-10"
EXISTING TANK SHELL
STEEL SIDE PLATE, 1'-C
12'-0" X 1/4", TYP. 0
L2"x2"x)4" FRAMING, CONTINUOUS
AROUND PERIMETER OF SHIELD
SIDE PLATES AND DOM. SLOT AT
HINGE LOCATIONS AS REQUIRED.
EXISTING LADDER
VANDAL SHIELD PLAN Al
2" = 1'—O" SO
S-0" CLR 6'-0" O.C. SPACING, TYP
SWING GATE
GATE LATCH W/
n LOCK HASP 2" RADIUS AT
END OF RUN
GATE HINGE, TYP 2.
SPRING TO CLOSE.
WALKING
SURFACE
TOE B1
ATTACHMENT DETAIL.
ROOF VENT TO BE NEWLIN 24" 0
ALUMINUM CLOG -RESISTANT
VENT OR APPROVED EQUAL.
1
' 8" MIN
EXISTING STEEL //
VENT BODY
NOTES:
1. ALL ADJACENT COMPONENTS OF CLIMB PREVENTION SHIELD
COVER (INCLUDING ATTACHMENT BRACKETS, LOCK TAB, AND
HINGES) AND ALL ADJACENT COMPONENTS OF CLIMB PREVENTION
SHIELD DOOR (INCLUDING LOCK TAB AND HINGES) SHALL BE
SEAL WELDED .AS SHOWN AND AT A MINIMUM WITH CONTINUOUS
Y8" FILLET WELDS UNLESS NOTED OTHERWISE.
ALL COMPONENTS TO BE COATED PER SPECIFICATIONS EXCEPT
F HINGES.
DOOR FACE PLATE,
j' 2'-10" X 12'-0" X 1 /4"
TYPE 304L STAINLESS STEEL HINGES (TYP OF 3) WITH Y4"
MIN DIA. PIN, 4" OPEN WIDTH, V THICK PLATES. LEAVES
OFFSET APPROX Y" TO ACCOMMODATE SHIELD BASE AND
DOOR FRAMING. HINGES MUST HAVE 500—LB CAPACITY EA.
HINGES SHALL BE PLACED TO ALLOW 180' DOOR SWING
WITH MINIMUM HINGE PROFILE WHILE DOOR IS CLOSED.
1/4" CLR
TO ROOF
HANDRAIL
2" STD STEEL PIPE RAILS
CONTINUOUS, TYP.
2" XX-STRONG GALV
STEEL PIPE POSTS, TYP
JLL l,....l ,,MENT DETAIL
TWO -RAIL HANDRAIL
NOTES:
1. CONTRACTOR SHALL REMOVE AND
DISPOSE OF EXISTING VENT,
2. ALL BOLTS TO BE STAINLESS STEEL
ROOF VENT
NOT TO SCALE
ALUMINUM VENT BODY
ALUMINUM PLATE
Y8" NEOPRENE PAD BETWEEN
ALUMINUM AND STEEL PLATES
RESERVOIR ROOF
D
S01
TYP. 114
Y"O RB HOOK FOR LIFELINE
ATTACHMENT. 2" CL RADIUS. TYP
AT EACH VERTICAL POST.
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
03 i22/11
RH2 ENGINEERING AC. DATE
VW PL TOE
BOARD, CONT.
6"
PL 6x6xY". CENTER MAX
POST ON PLATE j
HINGED COVER, 3'-0" LENGTHS
WITH Y4" GAP BETWEEN COVERS
r
i
i
`HANDRAIL POST
1 /4"
i 1 /4"
ROOF ATTACHMENT
2'-0" UNISTRUT ® 6'-0" O.C.
MAX AND AS REQUIRED TO
SECURE TO TANK.
RESERVOIR SHELL
f
C3x5xO'-2" ® 6'-0"
O.C. (TYP)
CABLE TRAY_
NOT TO SCALE
W 348804
1 /4" TYP.
DOME ROOF PLATE
SECURE WITH LOCKING
MECHANISM
M7C45.4 CHANNEL, EA SIDE.
" SST BOLT TYP EA
END OF UNISTRUT
SUPPORT, TYP.
NOTE: ALL CABLE
TRAY COMPONENTS
TO BE COATED PER
SPECIFICATIONS
ae'I � — —34 ` UJ
REVISED TO CONFORM TO CONSTRUCTION RECORDS
NO- REVISION
SEAL,
H.
•�+ 0 WAS
1:
167
�$tGIST%
jONAL
SIGNED: 04 '23 '10
SIGNED: 04,123 /10
kt z.. ENUiNEERING INC.
"'tQ. '. www.rh2. on-,
mcilbox0rh2.com 1800. 2v._'
BELLINGHAM 360.676.0
454 West Horton Rood
BOTHELL 425,951 .54M
12100 NE 195th Street, Suite 100
EAST
WENATCHEE so9.886.29m
300 Simon Street, Suite
RICHLAND 509.946S1B1
114 _oJumbia Point Drive, Suite C
SILVERDALE 360.876.7960
2021 NW Mhyre R,'
TACOMA
I SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT 48 DWG
ENGINEEF JMC S02
REVIEWED: KLK
MAR 22, 2011 "FF
DATE: CLIENT REN 0
MWB CMR 03/22/11 Joe NO 109-062 09
BY REVIEW DATE FILENAME WHR-D-STRO1
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