HomeMy WebLinkAboutR-377620FTG -
IN A
SIZE
2'-6
4" 11
SLAB
REIN I uv I �r.0 „i tT/ fj
LONGITUDINAL AND #5 @
12"oc TRANSVERSE
CD
TYP. HORIZ. do VERT.
REINF. PER WALL SECTION
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 E @ BOT.
sleeve to cap E
3/16
11/2n _ 11_011
Fence Post to Wall
.L
Bottom of Wall at Interior 5
HOLLOW CORE PLANK
PER MANUFACTURER
00 0
A
0
I
8" CONCRETE WALL REINF
w/ #5 @ 12"oc HORZ. #6 1
12"oc VERT CENTERED IN
WALL.
(2)#5 HORZ 0 TOP Of WALL
Top of Wall at Interior Non -Bearing 9
POUR SLOT PER PLANK (2)-#5 CONT IN CLOSURE
MANUFACTURER
#5 x 4'-0" EA. VOID
HOLLOW CORE PLANK �W/ POUR SLOT (2 min.
PER MANUFACTURER per plank)
VOID DAM PER
PLANK MFR.
BEARING STRIP PER �---
PLANK MANUFACTURER (2)#5 HORZ ®TOP OF WALL
2'-0" TYP. AT VOIDS W/ POUR
" 6"0 PVC PRESSURE RELIEF
SLOTS. (6at other voids) SLEEVE SET 6" CLEAR FROM
INSIDE TOP OF VAULT.
8" CONCRETE WALL REINF SPACE AT 20'oc MAX
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
Top of Wall at Interior Bearing 2
REINF FOOTING W/ (3) #5
LONGITUDINAL AND #5 t 12"oc
TRANSVERSE
NOTE: SEE GENERAL STRUCTURAL NOTES
FOR BACKFILL SEQUENCING REQUIREMENTS.
Bottom of Wall at Perimeter 6
METAL GR''r'"^ 'LI"
CONNECT]
SUPPLIER
CONT. E
1/2"0 x 4'
18"oc
BLOCKOU'
AS REQ'D
BY GRATI
,#4 CONT.
,DE EL.
E.W. CTRD.
RE PLANK
PER PLANK MFR.
Curb at Grated Opening 10
HOLLOW CORE PLANK
PER MANUFACTURER
#5 CONT. WITHIN ED+
VOID OF PLANK
BACKING ROD AS REI
8" CONCRETE WALL R
w/ #5 @ 12"oc HOR2
#7 @ 12"oc VERT IN!
FACE.
GROUT EDGE VOID S(
WITH CLOSURE POUR
HOLLOW CORE PLANK
PER MANUFACTURER
#5 CONT. WITHIN EDS
VOID OF PLANK
BACKING ROD AS REI
8" CONCRETE WALL R
w/ #5 @ 12"oc HOR2
#7 @ 12"oc VERT CEI
EXTEND VERT REINF
INTO CLOSURE POUR.
(2)J4 TOP
FINISH GRADE EL.
PER CIVIL
GROUT SOLID
HOLLOW CORE PLANK
PER PLANK MFR.
GROUT EDGE VOID SOLID
WITH CLOSURE POUR
15 HAIRPIN w/ 14" WIDTH
AND 18* LONG TAILS • EA
VOID BLOCKOUT
(3)/6 CONT.
(2)#5 HORZ •TOP OF WALL
Top of Walt at Non -Bearing 3
FENCE BY OTHERS. SEE
1/S1.4 FOR ATTACHMENT
8" THIq( 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 t EA
VOID BLOCKOUT
(3))6 CONT.
)15 HORZ • TOP OF WALL
Top of Wall at Non -Bearing 7
BEARING E PER 10/S1.4
8" METAL GRATING AND
SUPPORT BEAM PER
SUPPLIER
P-
t5
#4 ! 12"oc E.W. CTRD.
W/ STD. HOOK IN VERT.
BARS
(3)#5 TOP k 80T.
W/ STD. HOOKS INTO
WALL EA. END
14 TIES @ 5"oc
Curb and Beam at Grated Opening
POUR SLOT PE f "' ""'
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/ 15 • 12"oc
#7 • 12"oc VEI
FACE.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
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. (6" at other voids)
8" CONCRETE WALL REINF
w/ 15 • 12"oc HORZ AND
#7 • 12"oc VERT CENTERED.
EXTEND VERT REINF 10"
INTO CLOSURE POUR.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
METAL GRATING AND
CONNECTIONS PER
SUPPLIER
BEARING E PER 10%
VAULT PERIMETER W�
(3)#6 CONT.
#5 x 6F 2-0-- 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.
z -o
#5 x sF— EA: VOIQ
W/ POUR SLOT (2 min.
3• per plank)
min. (2)#5 HORZ 0 TOP OF WALL
z
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K _
ca
M V
a)
CRz
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D
SWENSON SAY FAGET
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
-15
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DRAWN: -o
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DESIGN: n
RJA C
CHECKED: > •
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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 E @ BOT.
sleeve to cap E
3/16
11/2n _ 11_011
Fence Post to Wall
.L
Bottom of Wall at Interior 5
HOLLOW CORE PLANK
PER MANUFACTURER
00 0
A
0
I
8" CONCRETE WALL REINF
w/ #5 @ 12"oc HORZ. #6 1
12"oc VERT CENTERED IN
WALL.
(2)#5 HORZ 0 TOP Of WALL
Top of Wall at Interior Non -Bearing 9
POUR SLOT PER PLANK (2)-#5 CONT IN CLOSURE
MANUFACTURER
#5 x 4'-0" EA. VOID
HOLLOW CORE PLANK �W/ POUR SLOT (2 min.
PER MANUFACTURER per plank)
VOID DAM PER
PLANK MFR.
BEARING STRIP PER �---
PLANK MANUFACTURER (2)#5 HORZ ®TOP OF WALL
2'-0" TYP. AT VOIDS W/ POUR
" 6"0 PVC PRESSURE RELIEF
SLOTS. (6at other voids) SLEEVE SET 6" CLEAR FROM
INSIDE TOP OF VAULT.
8" CONCRETE WALL REINF SPACE AT 20'oc MAX
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
Top of Wall at Interior Bearing 2
REINF FOOTING W/ (3) #5
LONGITUDINAL AND #5 t 12"oc
TRANSVERSE
NOTE: SEE GENERAL STRUCTURAL NOTES
FOR BACKFILL SEQUENCING REQUIREMENTS.
Bottom of Wall at Perimeter 6
METAL GR''r'"^ 'LI"
CONNECT]
SUPPLIER
CONT. E
1/2"0 x 4'
18"oc
BLOCKOU'
AS REQ'D
BY GRATI
,#4 CONT.
,DE EL.
E.W. CTRD.
RE PLANK
PER PLANK MFR.
Curb at Grated Opening 10
HOLLOW CORE PLANK
PER MANUFACTURER
#5 CONT. WITHIN ED+
VOID OF PLANK
BACKING ROD AS REI
8" CONCRETE WALL R
w/ #5 @ 12"oc HOR2
#7 @ 12"oc VERT IN!
FACE.
GROUT EDGE VOID S(
WITH CLOSURE POUR
HOLLOW CORE PLANK
PER MANUFACTURER
#5 CONT. WITHIN EDS
VOID OF PLANK
BACKING ROD AS REI
8" CONCRETE WALL R
w/ #5 @ 12"oc HOR2
#7 @ 12"oc VERT CEI
EXTEND VERT REINF
INTO CLOSURE POUR.
(2)J4 TOP
FINISH GRADE EL.
PER CIVIL
GROUT SOLID
HOLLOW CORE PLANK
PER PLANK MFR.
GROUT EDGE VOID SOLID
WITH CLOSURE POUR
15 HAIRPIN w/ 14" WIDTH
AND 18* LONG TAILS • EA
VOID BLOCKOUT
(3)/6 CONT.
(2)#5 HORZ •TOP OF WALL
Top of Walt at Non -Bearing 3
FENCE BY OTHERS. SEE
1/S1.4 FOR ATTACHMENT
8" THIq( 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 t EA
VOID BLOCKOUT
(3))6 CONT.
)15 HORZ • TOP OF WALL
Top of Wall at Non -Bearing 7
BEARING E PER 10/S1.4
8" METAL GRATING AND
SUPPORT BEAM PER
SUPPLIER
P-
t5
#4 ! 12"oc E.W. CTRD.
W/ STD. HOOK IN VERT.
BARS
(3)#5 TOP k 80T.
W/ STD. HOOKS INTO
WALL EA. END
14 TIES @ 5"oc
Curb and Beam at Grated Opening
POUR SLOT PE f "' ""'
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/ 15 • 12"oc
#7 • 12"oc VEI
FACE.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
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. (6" at other voids)
8" CONCRETE WALL REINF
w/ 15 • 12"oc HORZ AND
#7 • 12"oc VERT CENTERED.
EXTEND VERT REINF 10"
INTO CLOSURE POUR.
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
METAL GRATING AND
CONNECTIONS PER
SUPPLIER
BEARING E PER 10%
VAULT PERIMETER W�
(3)#6 CONT.
#5 x 6F 2-0-- 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.
z -o
#5 x sF— EA: VOIQ
W/ POUR SLOT (2 min.
3• per plank)
min. (2)#5 HORZ 0 TOP OF WALL
z
c
K _
ca
M V
a)
CRz
z
M
Cn
D
SWENSON SAY FAGET
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
-15
i
PROJECT TITLE:
Talbot & 55th Ave Plat
Top of Wall at Bearing 8 Detention Vault
S 192nd St.
Renton, WA 98055
D
DRAWN: -o
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DESIGN: n
RJA C
CHECKED: > •
RJA �M-, z
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APPROVED: A�B 3 2:
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rn Fri
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4
REVISIONS:
Z1
Review Response S0.1712014
2 22,
Review Response Oct. 2015
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PROJECT TITLE:
Talbot & 55th Ave Plat
Top of Wall at Bearing 8 Detention Vault
S 192nd St.
Renton, WA 98055