HomeMy WebLinkAboutWTR2703488.5SIMPSON A34, TYP
H.
Re
POST
i
STEEL CHANNEL POST
STEEL ANGLE
CANTILEVER BEAM, -�
TYP OF 2
2x SNOOD BEAMS 0 _ Y2" SST BOLTS,
MAX 24 i0u'., TYP TYP 2x TO ANGLE
I
1'-6" OVERHANG,
TYP
ELECTRICAL PEDESTAL PLAN so3
1" _ 1'_0"
6' - 7"
ROOF FLASHING WITH
Y" PLYWOOD SHEATHING WITH DRIP EDGE ALL AROUND
8d NAILING ® 6" O.C.
STANDING SEAM METAL ROOFING
TO MATCH ROOFING ON 12
EXISTING COVER. 4�\_ CEDAR FASCIA
2x4 PRESSURE TREATED
ROOF BEAMS, TYP
C6x8.2 STEEL L4x4x%" CANTILEVER BEAM
POST, TYP OF 2
1/4
2 -6' OVERHANG —y
P1000 UNISTRUT
16" O.C. AND AS
NEEDED FOR CABINET
ATTACHMENT.
GALVANIZED
L PROPOSED ELECTRICAL
CABINET SEE DWG NO.
i� E03 FOR MORE
INFORMATION
ELECTRICAL CABINET ELEVATION
1" = 1'-0"
SEE POST
CONNECTION DETAIL S03
EXISTING ASPHALT
NOTE:
STEEL FRAME TO BE
COATED PER SPECIFICATIONS
SECTION
11" _ 1'-0" 03
Y2" CONCRETE ANCHOR, TYP
Y2" PL 10"x6" OF 4. EMBED 6" INTO
CONCRETE FOUNDATION.
C6x8.2 POST 1 /4
1 J_ " TYP
TYPs
PLAN
NON SHRINK PATCH ASPHALT AROUND
GROUT PAD BASE PLATE AS NEEDED
p' p
p n RESERVOIR
D p FOUNDATION
n.
SECTION
POST CONNECTION 2
1" = 1'-0" so3
HAZEN RESERVOIR HATCH REPLACEMENT DETAILS
EXISTING LADDER
+++++
++++++++++
EXISTING CHECKERED + + + + + + + + + +
PLATE DECK, TYP +++++++++++
+++ +++++++
++++ ++++++
++++ ++++++
+++++ +++++
+++++++++++
++++++++++++
++++++++++++
+++++++++++++
+++++++++++++
+++++++++++++++
+++++++++++++++
+++++++++++++++
HOLE, TYP
EXISTING LA
BE
A -A
2" = 1'-0"
TANK SHELL
B -> 11 DO NOT PROVIDE LIFTING
I HANDLES ON TOP OF PROPOSED
ALUMINUM PLATE
+ +
+++++++++++++
j++++++++++++++++++
+++++++++++++
+ + + + ++ t + +
-
+ + + +
+++
++ t
+ + + + +
+ + + + +
+ + ++
+ + ++
+ ++
+
+.
+++--
+++++4
++ +++ + +III
A
+ + + + + +
+ + + + +
+ + + + + + +
+
+ + + +
+ + + + +
+ + +
+
+ + + + + +
+ +
+++++++++++++
t+++++++++++++
+ ++
+
EXISTINGY4"X2'-6"X
+ t + +
++++
+ t
++
t +
+ ++
+ +
++
+
+
+ + t+ + +
+ + ++ +
21-10" STEEL CHK PL
+ + + +
+ +
+ + +
+ +
++
+ + ++ 4�
HATCH TO BE REPLACED
1++
++++++++++++++++++++++++++
+ + + +
t +
+ +
+ +
+
+ + + ++
+ + + + + + + + + +
WITH ALUMINUM CHK PL
+++++++++++++++++
+++++++++++
+++++ +
OF SAME DIMENSIONS.
+
+
++
t++
+ + + + + + + + +
+ + + + +
+ + + +
+ +
+ + + +
+++++T++
+ + + + +
+ +
+ + + + +
+ + + +
+ +
+ + + +
+
+ +
-+
+ + + + + + + +
+ + + + +
+
++�
�
®� L EXISTNG CHANNEL FRAMING
l AROUND HATCH.
B
BUTT HINGE,
TYP OF 2
LANDING PLAN
1" = 1'-0„
EXISTING ANGLE
r;
j
EXISTING CHANNEL
FRAMING, TYP
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
pald /,/), 1& 03,122.111
RH2 ENGINEERING NC". DATE
NOTES:
- HATCH LID SHALL BE CONSTRUCTED OF ALUMINUM AS SHOWN.
- LID IS TO REPLACE THE EXISTING STEEL LID AT THE HAZEN RESERVOIR LOCATED AT:
4901 NE SUNSET BOULEVARD,
RENTON, WA 98059
- ALL DIMENSIONS ARE BASED ON ORIGINAL CONSTRUCTION SHOP DRAWINGS.
CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO FABRICATION.
EXISTING TS
FRAMING, TYP
PL Y4"X1" STIFFENER
1/4" GAP
KEEN PLATES
BUTT HINGE, WELDED TO
HATCH, BOLTED TO EXISTING
PLATE W/ (2) Y2" SST BOLTS
EA HINGE. PROVIDE NYLON
ISOLATION KITS BETWEEN STEEL
AND ALUMINUM.
EXISTING CHANNEL
FRAMING
-g
„ = 1'-0"
W =34880
at-�1.1
REVISED TO CONFORM TO CONSTRUCTION RECORDS
NO REVISION
cvic-nsln o All iun
6
'r
SIGNED: 04 /23,-110
SIGNED: 04 123 /10
O
ENGINE:
I PLAN N
t L.F4GI LLHIm., iNf-
http: / j www.rh2,com
mailbox0rh2.com 1.800'�n QnFl)
EAST
WENATCHEE
sc-
300 Simo^, StreP.,
Suite
RICHLAND
509.9".5181
114 Columbia Point Drive, Suite
SILVERDALE
360 876,7960
``
_ SCALE SHOWN _
0 1" 2„
l DRAWING IS NOT TO SCALE
EXISTING PLATFORM J IF BAR IS NOT 2" LONG
FRAMING
PLOT: 48
ENGINEER JMC S03
RE\AEwED MLM
DATE: MAR 22, 2011 SHEET N°
CLIENT: REN 04
MWB 03/22/11 roe No 109-062 7c)9
BY RE _4 DATE FILENAME WHR-D-STR01
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