Plans (25) I
11@11=10'-1 .1/16 4'-07/16
TREADS EL+167'-10 PLATE
2"THK.GRATING PL1/4"X5
(BY GRATING SUPPLIER) T.O.SLAB CHANNEL
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v\ /�aSTAIR TREADS 61/16 ANGLE 1 ,,1/ /
1
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(BY GRATING SUPPLIER) ,-STRINGER
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AL.CS12X11.80 AL CS12X11.80 p o
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3 DET.6 126113/4 0 X 0'-6 1/4 LONG
e l LI to / AL.L5X5X3/8 SS.EXPANSION ANCHOR
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SS BOLTS 41h EMBEDMENT
EL+160'-6 Fill
F
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AL.L3X3X1/a AL.CS12X11.80 ANGLE 1 LONG
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SS BOLTS (POWER STUD+SD4) SS.EXPANSION ANCHOR DETAIL 4 C-C
2 3 41/2 EMBEDMENT (POWER STUD+SD4)
41/2 EMBEDMENT E9 E9
DETAIL 2 DETAIL 3 G-G TNR
E9 AL.L5X5X3/8 E9
WELDS 1/4 U.N.O IDLES 13/16 O U.N.O1p
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BLACK&VEATCH Elo
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4'-7 I 5'-101/2 1-- --' T.O.LANDING-TOP OF LANDING
SECONDARY CLARIFIER #5 - STAIR PLAN A-A APPROVER NOTE:
PLATE STRINGER
PL1/4"X4 5/16 X 0'-5 AL.CS12X11.80 O O VERIFY AND CONFIRM THE CLOUDED STAIR
PLATE STRINGER OK 3 STRINGER LOCATING DIMENSION.
AL.CS12X11.80 5
/ PL1/4"X3 3/a X 0'-4 5/8 1'-011/16 AL.CS12X11.80
PLATE - O2 WE OFFSET THE CONCRETE PAD LOCATION,TO
/ STAIR TREADS �.
1 PL1 X5 X 0'-9 9/
BM Ir. ACCOMODATE THE STAIR BASE CONNECTION
CHANNEL 61/2 W/ABRASIVE NOSING la� 16
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AL.CS5X2.21 (BY GRATING SUPPLIER) 1 � - '0111
rn
CONFIRM.
STRINGER / EL+162'-0 PL3/4"X5X0'-83/8 ® ® ° ° 'Ln 11
AL.CS12X11.80 4 CHANNEL 1'. VERIFY AND ONS CONFIRM ANCHOR SPACING
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CHANNEL
C AL.CS5X2.21
�� ANGLE ANGLE , COORDINATE WITH GRATING SUPPLIER AND
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SS EXPANSION ANCHOR
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4h EMBEDMENT
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SS EXPANSION ANCHOR ANGLE 1
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AL.L3X3X14 SS EXPANSION ANCHOR ,,,,,0°
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41h EMBEDMENT `FOR REVIEW SECONDARY CLARIFIER qS-STAIR PLAN
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DETAIL 1 ..,,,,. CLEAN WATER SERVICES DURHAM AWWTF ____
2550 SW HILLSBORO HWY.HILLSBORO,OREGON
`° REF. DWGS. ; SC101,SC10z,SC301&S009 °" 015
Fu.�. ,R BLACK&V EATCH
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2'-0 I 4'-0 5'-6
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l% " 0- OK / APPROVER NOTE:
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TING 1
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iP91 /ai / ///iii tii,/ 12441
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11641 - I 4'3 � E274,-3 _11891
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THE ELECT. ROOM - STAIR FRAMING PLAN il, ,,Ma MCCLURE&SONS 26180462
THE ELECT. ROOM - STAIR FRAMING PLAN , CLEAN WATER SERVICES DURHAM AV,WIT
2550 SW HILLSBORO HWY.HILLSBORO,OREGON
,,,�. -,.,�«:.«.
REF.DWGS.:AE101 TO AE104&S009 E25
, • BLACK&VEATCH
I
( A ) CBS
28'-0
2k 4'-6 18 TREADS @ 11=16-6 6-8 2
EL+161'-0
OPERATION TL 1 7 I _
LEVEL I I
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I Q �-0 1 L
I ° .-f STAIR TREAD
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/ 1 • / (BY GRATING SUPPLIER)
/ \ DET.3 . /
/ ., NOSING LINE 0 E27 • / 11/8 7 ��
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12 • /
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/ AL.CS12X11.80 ° 1
EL+139'-0 / • `0 "• 1 DET.4 • / T.O.LANDING-TOP OF LANDING
TUNNEL OPERATION / • E27 /
LEVEL ' •♦ °���. .r s / FOR REVIEW
II .,,..„n TNR
I I WELDS 1/4 U.N.O SOLES 13:16 0 U.N.0
A-A u a ' Builders
E25 SURF PREP
PAINT g/u,P p 1v SA12002North Lmw Barn,
n[v4s4,ns 1c1.5123399X34 Fax 512 339 0165 .1uJin,Texna'N>53
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880..r CLEAN WATER SERVICES DURHAM.4R'WTF
REF.DWGS.. .ncnoo, 2550 SW HILLSBORO HWY,HILLSBORO,OREGON 4414..m4;m.
AE101 TO AE104&S009 BLACK&VEATCH E26
r
I
7 4
STRINGER
STRINGER CI
AL.CS12X11.80
AL.CS12X11.80
CAP PLATE
STRINGER STRINGER PL1/4"X5
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STRINGERGRATING 1. AL.CS12X11.80 STRINGER -\
AL.CS12X11.80
AL.CS12X11.80 }
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SS BOLTS PLATE SS BOLTS 'N AL.CS5X2.21-I (POWER STUOND ANCHOR R
AL.C6X4.03 STRINGER -ANGLE ��� 4"1/2 EMBEDMENT
AL.CS12X11.80 AL.L3-1/X3-1/2X5/16 DETAIL 2
DETAIL 1 B-B E25 DETAIL 3
E25 E26
STRINGER
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ANGLE
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/ AL.CS12X11.80 I AL.CS12X11.80
PLATE PLATE
PL1/4"X5 X 0'-8 1/16 PL114"X5 PLATE
—
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sin
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ANGLE � ��
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0'-9 LONG 61/2 111/4
SS.EXPANSION ANCHOR (POWER STUD+SD4) 0
(POWER STUD+SD4) 4"1/2 O'
EMBEDMENT 1 1 2-3/4"0 X -61/4 LONG
13/4 1-0 1'-0 1'-0 13/4 4"1/2 EMBEDMENT 6 2 I 11/2 SS.EXPANSION ANCHOR
C-C DETAIL 4 (POWER' EMBEDMENT SD4)
D-D
E26
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uomun or»L. TNR
WEIDs 1A U.N.() HOLES 13/160 U.N.O
APPROVER NOTE: Ca a Builders •
SURF PREM
1.VERIFY AND CONFIRM THE CLOUDED PAINT gtulppl SPECIALTY
a�; �uETALS��du'ni�N
FIELD WELD INFORMATION. 12002 North Lamar B wwd
„"`,` Tol 512 339 9834 Fax 512 339 0165 A¢vtio,Sesw'1N]53
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N
2 «6,6mr. MCCLURE&SONS 26180462
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r.
REF, DWGS.: L.N(BN 2550 SW HILLSBORO HWY.HILLSBORO,OREGON _
m AE101 TO AE104&S009 BLACK&vEATCH EZT
H
I
AN
1'-6 19'-6
/ /
50
19'-0 2'-0
Ak
OK
8'-012 O 6 6 @ 11"=5'-6 3'-51/2
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— /(BY GRATING SUPPLIER)
12521 , AL.L6X6X5/8 —1P8]
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AL.CS12X11.80 N 1• 0t — — 7 N11 a
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T.O.SLAB �� CONCRETE WALL
DRAINAGE PUMPING STATION - STAIR FRAMING PLAN
-, NGIN(:F
. OPE.'LEGEND:
11
T.O.SLAB -TOP OF SLAB FOR REVIEW 96e00-vox'-$
T.O.LANDING-TOP OF LANDING -> -n1
T.O.GR -TOP OF GRATING. 16
TNA
WELDS 1/4U.N.O 1101.6501ES 13/160 U.N.O +wr.xuw
SURF PREP Co'dv Builders O
APPROVER NOTE: �INTPM� F^es1.,�o
PAINT g3ulp p 1gy SA12002WITM1CLwmr BadI wrd
'AN
WE HAVE MAINTAINED CLOUDED TREAD EXTENSION TCI.5123I99T3 1 Gs TN.1121100mg=�, sa
1
DIMENSION AS 6"INSTEAD OF 6112 IN SINCE
BOTTOM TREAD IS PROJECTING OUTSIDE AT MIDDRAIN.AGEPUMPINGSTATION-STAIRF2,,AVGPLAN '^°^°
d LANDING.PLEASE VERIFY&CONFIRM. O95�P�v o,�•a��a MCCLURE&SONS 26180462
2 O VERIFY&CONFIRM THE SUMP OPENING LOCATING n CLEANwATEASORSILLSDuw1AM 41cuT6 ,, .M„
Y DIMENSION. REF, DWGS. 2550 SW HILLSBORO HWY.HILLSBORO,OREGON ESO
SD10I&S009
02 . u�m. BLACK&VEATCH
I
9'-61/2 6 6 @ 11"=5'-6ANGLE
STRINGER 2" THK.GRATING AL.L6X3-1/2X25/16
[STRINGER LANDING SUPPORT TREADS AL.CS12X11.80 (BY GRATING SUPPLIER)
STRINGER
EL+139'-0 AL.CS12X11.80 AL.L2X1-1/2X1/4(LLV) r I CAP PLATE AL.CS12X11.80
T.O.LANDING I - 7 PL1/4"X5 __ (TYP) _ CAP PLATE
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SS.EXPANSION ANCHOR I ^V �° w SS.EXPANSION ANCHOR SS.EXPANSION ANCHOR
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/ / / /
TREADS 3'-6 6 6 @ 11"=5'-6
EL+139'-0 ,-LANDING SUPPORT 33/8 I 12491 EL+135'-0 TREADS
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Submittal #05990-2.0
ClearMater ervice H
05990 - STRUCTURAL
ECFIVE®
METALS
Clean Water Services JUN 17 2019 Project:6757-Durham Secondary Train 5 Expansion
16060 SW 85th Ave
16060 SW 85th Ave
Tigard,Oregon 97224 CITY OF TIGARD
Phone:(503)547-8198 CO" BUILDING DIVISION Tigard,Oregon 97224
Phone:5035478150
Distribution Summary
Distributed on 12/13/2018 by Rebecca Reilly(Black&Veatch)
To: Dan Garbely (CWS-Durham AWWTF),Kyle Hansen (McClure and Sons Inc)
,Rob Bechtloff(McClure and Sons Inc),Sean Goris (Black&Veatch), Dave Clements (Black&
Veatch),Theresa Jones (Black&Veatch), Rebecca Reilly(Black&Veatch), Isidro DeAllende (Black
&Veatch), Patrick Renfrew(McClure and Sons Inc),Stan Orr(McClure and Sons Inc)
,Jason Jarmin (McClure and Sons Inc)
Message: None
Additional Attachments:
NAME RESPONSE ATTACHMENTS COMMENT
Dave Clements(Black&Veatch) Make 05990-2.0 Shop Drawings for Stairs
Corrections -B&V Comments.pdf See shop drawings for comments.
Noted
Shop Drawings for Stairs
SPEC SECTION: 05990-STRUCTURAL METALS SUBMITTAL MANAGER: Dave Clements (Black&Veatch)
STATUS: Closed DATE CREATED: 12/10/2018
ISSUE DATE: REVISION: 0
RESPONSIBLE McClure and Sons Inc RECEIVED FROM: Jason Jarmin
CONTRACTOR:
RECEIVED DATE: SUBMIT BY:
FINAL DUE DATE: 12/31/2018 LOCATION: site
SUB JOB: COST CODE:
APPROVERS: Dave Clements(Black&Veatch)
BALL IN COURT:
DISTRIBUTION:
Dan Garbely (CWS-Durham AWWTF), Rob Bechtloff (McClure and Sons Inc),Sean Goris (Black&Veatch) , Dave Clements (Black&Veatch)
,Theresa Jones (Black&Veatch), Rebecca Reilly (Black&Veatch), Isidro DeAllende (Black&Veatch),Stan Orr (McClure and Sons Inc)
,Jason Jarmin (McClure and Sons Inc)
DESCRIPTION:
Please see the attached submittal for your review and approval.
Notes:
The drawings have been reviewed and approved by an Oregon PE.
ATTACHMENTS:
05990.2Shop Drawings for Stairs.pdf
SUBMITTAL WORKFLOW
Clean Water Services Page 1 of 2 Printed On: 12/13/2018 03:53 PM
Submittal #05990-2.0
CleanWater Services05990 - STRUCTURAL
METALS
NAME SUBMITTER/ SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS
APPROVER DATE
Make 05990-2.0 Shop
Dave Clements Approver 12/10/2018 12/31/2018 12/13/2018 Corrections Drawings for Stairs See shop drawings
Noted
-B&V for comments.
Comments.pdf
BY DATE COPIES TO
Clean Water Services Page 2 of 2 Printed On: 12/13/2018 03:53 PM