HomeMy WebLinkAboutTED4003776.20111
111 III
111 III
INI I
�1 ly__ 11•
TYP. HORIZ. & VERT.
REINF. PER WALL SECTION
FTG-
IN N
SIZE
2'-6
4" TI
SLAE
REIN,
LONGITUDINAL AND #5 @
12"oc TRANSVERSE
FENCE POST PIPE SIZE
AND SPACING PER SUPPLIER
(4)#3 x 3'-0" HORIZ,
AS SHOWN
PIPE SLEEVE (I.D. TO
ACCOMMODATE FENCE POST
CAST IN WALL W/ 1/4"
CAP P @ BOT,
sleeve to cap P
3/15
— 1
Fence Post to Wall
Bottom of Wall at Interior 5
HOLLOW CORE PLANK
PER MANUFACTURER
0 0 00
Q
I
8" CONCRETE WALL REINF
w/ #5 @ 12"oc HORZ. #6 C
12"oc VERT CENTERED IN
WALL.
(2)#5 HORZ @ TOP OF WALL
r#/.g shfe;57 Nor AS sau r Top o4 Wall of Inferior Non -Bearing 7 n
POUR SLOT PER PLANK
MANUFACTURER
HOLLOW CORE PLANK —
PER MANUFACTURER
VOID DAM PER
PLANK MFR.
BEARING STRIP PER
PLANK MANUFACTURER
2'-0" TYP. AT VOIDS W/ POUR
SLOTS. 16" at other voids)
8" CONCRETE WALL REINF
w/ #5 @ 12"oc E.W.
CENTERED IN WALL. EXTEND
VERT REINF INTO CLOSURE
W/ STD HOOK
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
REINF FOOTING W/ (3) #5
LONGITUDINAL AND #5 @ 12"oc
TRANSVERSE
METAL GR ATTAIN AAIM
CONNECTI
SUPPLIER
CONT. E
1/2"0 x 4'
18"oc
BLOCKOUI
AS REQ'D
BY GRATI
#4 CONT.
Jr--(2)-#5 CONT IN CLOSURE
#5 x 4'-0" EA. VOID
/W/ POUR SLOT (2 min. HOLLOW CORE PLANK
per plank) PER MANUFACTURER
14
e
#5 CONT. WITHIN EDE
(2)#5 HORZ @ TOP OF WALL VOID OF PLANK
BACKING ROD AS REI
6"0 PVC PRESSURE RELIEF 8" CONCRETE WALL R
SLEEVE SET 6" CLEAR FROM w/ #5 @ 12"oc HOR2
INSIDE TOP OF VAULT, #7 @ 12"oc VERT IN=
SPACE AT 20'oc MAX FACE.
Top of Wall at Interior Bearing 2
GROUT EDGE VOID SC
WITH CLOSURE POUR
HOLLOW CORE PLANK
PER MANUFACTURER
1111001
/ ':►.
8" CONCRETE WALL R
w/ #5 @ 12"oc HORZ
#7 @ 12"oc VERT CEP
EXTEND VERT REINF
INTO CLOSURE POUR.
NOTE: SEE GENERAL STRUCTURAL NOTES
FOR BACKFILL SEQUENCING REQUIREMENTS.
Bottom of Wall at Perimeter 6
.DE EL.
(2)#4 TOP
FINISH GR)
PER CIVIL
E.W. CTRD.
RE PLANK
PER PLANK MFR.
Curb at Grated Opening 10
GROUT SOL
HOLLOW CO
PER PLANK
GROUT EDGE VOID SOLID
WITH CLOSURE POUR
#5 HAIRPIN w/ 14" WIDTH
AND 18" LONG TAILS @ EA
VOID BLOCKOUT
(3)#6 CONT.
(2)#5 HORZ @ TOP OF WALL
To of Wall at Non -Bearing 3
p g
FENCE BY OTHERS. SEE
1/S1.4 FOR ATTACHMENT
8" THICK CURB REINF W/
#5 @ 18"oc VERT AND (3)#5
HORZ. EXTEND VERT REINF
10" INTO CLOSURE
#5 HAIRPIN w/ 14" WIDTH
AND 18" LONG TAILS @ EA
VOID BLOCKOUT
(3)#6 CONT.
)#5 HORZ @ TOP OF WALL
Top of Wall at Non -Bearing 7
°C"RING IE PER 10/S1.4
aL GRATING AND
'ORT BEAM PER
'LIER
12"oc E.W. CTRD.
STD. HOOK IN VERT.
S
5 TOP & BOT.
STD. HOOKS INTO
_ EA. END
Y DIES @ 5"oc
jy
Curb and Beam at Grated Opening
POUR SLOT PEI
MANUFACTURER
HOLLOW CORE
PER MANUFACT
VOID DAM PER
PLANK MFR.
BEARING STRIF
PLANK MANUFA
2'-0" TYP. AT
SLOTS. (6" at
8" CONCRETE V
w/ #5 @ 12"oc
#7 @ 12"oc VE
FACE.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
POUR SLOT PEf
MANUFACTURER
HOLLOW CORE 1
PER MANUFACT
VOID DAM PER
PLANK MFR.
BEARING STRIF
PLANK MANUFA
2'-0" TYP. AT
SLOTS. (6" at
8" CONCRETE V
w/ #5 @ 12"oc
#7 @ 12"oc VE
EXTEND VERT F
INTO CLOSURE rUUR.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
METAL GRATING AND
CONNECTIONS PER
SUPPLIER
BEARING fE PER 10/c
VAULT PERIMETER WE
(3)#6 CONT.
2-0
#5 x 6 i EA. VOID
W/ POUR SLOT (2 min.
per plank)
(2)#5 HORZ @ TOP OF WALL
#6 x 2'-6" @ 24"oc AT
CENTER OF WALL W/ STD
HOOK IN CLOSURE
Top of Wall at Bearing
FENCE BY OTHERS. SEE
1/S1.4 FOR ATTACHMENT
8" THICK CURB REINF W/
#5 @ 18"oc VERT AND (3)#5
HORZ. EXTEND VERT REINF
10" INTO CLOSURE
(3)#6 CONT.
2-0
#5 x 6F
EA. VOID
W/ POUR SLOT (2 min.
per plank)
(2)#5 HORZ @ TOP OF WALL
0
Top of Wall at Bearing
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph:206.443.6212 fax:206.443.4870
www.swensonsayfaget.com
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APPROVED:
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REV
ISIONS:
Review Response Sept. 17, 2014
2 Review ResDonse Oct. 22, 2015
PROJECT TITLE:
Talbot & 55th Ave Plat
8 Detention Vault
S 192nd St.
Renton, WA 98055
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