HomeMy WebLinkAboutR-385809CD4*0 k 399 fJ4 IQ
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
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A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 20b.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p1Icwww.Ipdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
J.
OV'WAS,j
,64,q 30766
`7d
'�'p�, G; STS �•� J
�`�SIDNAL�
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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12" (TYP.)
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FLOOR AND CAPILLARY
BREAK
24" DIAM., 8""DIAM. J/I
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PER STRUCTURAL DRAWINGS
OR 54" DIAM. HOLE
2" (TYP.)
12:r
2' SQUARE
IF CLEANOUT IS IN
/
SLOPE TO DRAIN
l „2"'MAX._ CONCRETE
PAVED
AWAY FROM BUILDING
84" or 96., FLAT SLAB TOP
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a , 2"
P+ w cAT= LAeo�.fe
FINISHED GRADE
SURFACE, PROVIDE
THICKENED EDGE &
POUR CONCRETE
PROPOSED GRADE ROOF DRAIN PER PLAN
#S BARS @6"SPACING
/
12 0 D.I. PIPE
MONOLITHIC
PER PLAN
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20" x 24",
12" MIN.
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24" DIAM., 46" DIAM.
OR 54" DIAM. HOLE
2° (TY P.TYPICAL
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ORIENTATION
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FOR ACCESS ANSTEPS
AND
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STEP
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2 112" MAX.
72" FLAT SLAB TOP
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#4 BARS
/, - @ 6" SPACING
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FIBER JOINT FILLER
COMPACTED 45' BEND
CAST IRON COVER AND RING
MARKED
"FDCO" FOR FOOTING DRAINS
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P ° , � / -\?r?[ ` ' ` --�'♦,.♦rj-♦ —FOOTING DRAIN
6„ TOP SHALL BE
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SUBGRADE
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20" x 24" OR
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SSCO FOR SANITARY
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:,% FOOTING
24" DIAM. HOLE
_ 2"
_......._.. __....__...v:;
DIA PER PLAN
VARIES
SEWER
J ♦,\
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(TYP.)--
_T1"
48" MIN.
_ ..-_......_... ....
REMOVABLE CAP
BUILDING FOOTING &WALL
♦� \`
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1� r
;0 MIN.
2 1!2" MAX.
ECCENTRIC CAME SECTION
_ _ _
_ _ _
PER STRUCTURAL DRAWINGS.FLOW
44"', 54", or 40" FLAT SLAB TOP
COMPACT GRAVEL BACKFILL FOR
DRAINS PER WSDOT 0.13.12(4) SHALL
BE PLACED TO TOP OF FOOTING
f 30°
%/
34"__....___... _
---
SEE PLAN FOR DIA
DO NOT DISTURB FOOTING
BEARING ZONE WHEN
INSTALLING FOOTING DRAIN
FOOTING DRAIN PLACED LEVEL OR
WITH POSITIVE SLOPE TO OUTLET
6" OR
a•
12"
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ONE #3 BAR HOOP
FOR 6" ONE #3 BAR HOOP
Sry
TWO #3 BAR HOOPS
FOR 12"
1lSCTAMMULAR A@JUSTMENT SECTION
CIRCULAR AiDJUSTIr1IEMT SGCTN M
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
AA
COR STD PLAN 204.60 MISCELLANEOUS DRAINAGE
NTS
DETAILS
NTS
NTS
NTS
-
CLEAN-OUT TO GRADE
FOOTING DRAIN
NOT USED
NTS
NOT USED
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY.
Dale
Dale:
NTS
NTS
NTS
BY:
Dais:
NOT USED 5
NOT USED
6
NOT USED
BY:
Dais:
CD4*0 k 399 fJ4 IQ
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
• r
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 20b.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p1Icwww.Ipdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
J.
OV'WAS,j
,64,q 30766
`7d
'�'p�, G; STS �•� J
�`�SIDNAL�
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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