HomeMy WebLinkAboutWTR2703488_4 H.
s 'e
SIMPSON A34, TYP
ROOF FLASHING WITH 6727
Y" PLYWOOD SHEATHING WITH DRIP EDGE ALL AROUND ST
POST POST Sd NAILING ® 6" O.C.
O " CONCRETE ANCHOR, TYP
5'-10" STANDING SEAM METAL ROOFING " " " OF 4. EMBED 6" INTO
TO MATCH ROOFING ON 12 kz PL 10 x6 CONCRETE FOUNDATION. SIGNED. 04123110
EXISTING COVER. 4
o CEDAR FASCIA C6x8.2 POST 1/4
2x4 PRESSURE TREATED o
STEEL CHANNEL POST
-'` ROOF BEAMS, TYP
o ® / 1" 44672
TYP �s" TYP Is rss�
C6x8.2 STEEL L4x4x%" CANTILEVER BEAM
ZONAL '
STEEL ANGLE POST, TYP OF 2 PLAN
CANTILEVER BEAM, 1/4 SIGNED. 04123110
TYP OF 2 2x WOOD BEAMS ® 2'-6"
� SST BOLTS, 1'-6"
MAX 24" O.C., TYP TYP 2x TO ANGLE OVERHANG
NON SHRINK PATCH ASPHALT AROUND ` � O
GROUT PAD BASE PLATE AS NEEDED V
® P1000 UNISTRUT ® NOTE: A
STEEL FRAME TO BE -
16" O.C. AND AS NEEDED FOR CABINET COATED PER SPECIFICATIONS „' ML
p ♦ •
D
e
ATTACHMENT.
GALVANIZED n a RESERVOIR
D u• FOUNDATION r
o SECTION
16" OVERHANG, I POST CONNECTION 2
�TYP 1" = it—on S03
1 SECTION-
ELECTRICAL PEDESTAL PLAN S03 1" -o" 03 _
1"
N
HAZEN RESERVOIR HATCH REPLACEMENT DETAILS Q ° �
TANK SHELL N W
EXISTING LADDER C) W
� J
B> I DO NOT PROVIDE LIFTING NOTES: Q
HANDLES ON TOP OF PROPOSED — HATCH LID SHALL BE CONSTRUCTED OF ALUMINUM AS SHOWN. �T
ALUMINUM PLATE — LID IS TO REPLACE THE EXISTING STEEL LID AT THE HAZEN RESERVOIR LOCATED AT: �+■�
+ + + + + + + + + + + + + + + I 4901 NE SUNSET BOULEVARD,
++++++++++++++++++++++++++ ++ +++++++ RENTON, WA 98059 y� A
0
+ + + + + + + + + + + + + + + + + + I — ALL DIMENSIONS ARE BASED ON ORIGINAL CONSTRUCTION SHOP DRAWINGS.
+ + + + + + + + + + + + + + + + + +
++++++++++++++++++++++++++ ++++++++++ CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO FABRICATION. x V
+ + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + +
A + + + + + + + + + + + + + + + + + + A
+ + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + N+,++
++++++++++ I ++++++++++++++++++++++++++ ++++ EXISTING Y4" X 2'-6" X+ + + + + + + + + + + + + + + 2-10 STEELCHKPL EXISTING CHECKERED ++++++++++ + + + + + + + + + + + + + + + Cn
I ++++++++++++++++++++++++++ ++++++++++ I HATCH TO BE REPLACED
PLATE DECK, TYP +++++++++++ I ++++++++++++++++++++++++++ ++++++++++ I WITH ALUMINUM CHK PL
PROPOSED ELECTRICAL ++++++++++++++++ + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + +++++++++ OF SAME DIMENSIONS.
CABINET SEE DWG NO. ++++ ++++++++++++++ + + + + + + + + + + + + + + + + + +
++++ ++++++++++++++++ + +++ I EXISTING TS
E03 FOR MORE +++++++ +++++++++++++ + + + + + + + + + + + +
INFORMATION +++++++++ +++++++++++ i + + + + + + + + + + + + I EXISTNG CHANNEL FRAMING FRAMING, TYP
+ + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + + I I AROUND HATCH.
+ + + + + + + + + + + + +
+ + + + + + + + + + + + +
+ + + + + + + + + + + + + + +
++++++++++++++++++++++++++++++
B .
BUTT HINGE,
TYP OF 2
6'-7" ENGINEERS
LANDING PLAN PLANNERS
SCIENTISTS
1" = 1'-0" EXISTING RAILING
R11-12 ENGINEERING,INC.
BUTT HINGE, WELDED TO http://www.rh2.com
O
HATCH, BOLTED TO EXISTING mailbox@rh2.com 1.800.720.8052
PLATE W/ (2) )�" SST BOLTS BELLINGHAM 36o.676.0836
%" HOLE, TYP TYP. EA HINGE. PROVIDE NYLON 454 West Horton Road
2 ISOLATION KITS BETWEEN STEEL
L
CONNECTION DETAIL S03 EXISTING ANGLE AND ALUMINUM. 12100"E195th Street, Suite Jiu c,
SEE POST
EAST
WENATCHEE s09.886.2900
10 300 Simon Street, Suite 5
�—I 2 " PL Y"X1" STIFFENER RICHLAND 509.946.5181 I
STIFFENER 45/is 1/4" GAP 114 Columbia Point Drive, Suite C
EXISTING ASPHALT
F---2'-6%" BETWEEN PLATES SILVERDALE 3so.s76.79so
0 2021 NW Mhyre Rd, Suite 107 i
i
EXISTING CHANNEL TACOMA 253.2723059
621 Pacific Avenue Suite 104
FRAMING
EXISTING CHANNEL SCALE: SHOWN
FRAMING, TYP
ELECTRICAL CABINET ELEVATION EXISTING LADDER
BEYOND 0 1" 2"
DRAWING IS NOT TO SCALE
EXISTING PLATFORM IF BAR IS NOT 2" LONG j
A-A B-B FRAMING
PLOT: 48 DWG N0.
2" = 1'-0" REVISED TO CONFORM 2" = 1'-0" ENGINEER:�MC S03
TO CONSTRUCTION RECORDS REVIEWED:MLM
DATE: MAR 22, 2011 SHEET NO.
03122111 04
R1-12 ENGINEERING IN C. DATE CLIENT: REN
I j
REVISED TO CONFORM TO CONSTRUCTION RECORDS MWB CMR 03/22/11 JOB No.: 109-062 pg
NO. REVISION BY REVIEW DATE FILENAME:WHR—D—STR01