HomeMy WebLinkAboutzW-3610SetY
+) City of Renton
Record Drawings For
Maplewood WTP
Access Platforms & Fall
Protection Improvements
City of Renton Project No. WTR-27-3610
Tom Malphrus - Project Manager
(425) 430-7313
Craig Pray - Water Utility Maintenance Supervisor
(425) 430-7400
George Stahl - Water Maintenance Services Supervisor
(425) 430-7400
Greg Pierson - HDR Engineering
(425) 450-6288
HDR Project No. 177534
Renton, WA
May 2015
Fal
HDR Englnea7ng, Ina
LIST OF DRAWINGS
STRUCTURAL
S01 GENERAL STRUCTURAL NOTES
502 GREENSAND VESSELS - ACCESS PLATFORM & FALL PROTECTION PLAN
S02A GREENSAND VESSELS- ACCESS PLATFORM SECTIONS
503 GAC VESSELS -ACCESS PLATFORM & FALL PROTECTION PLAN
S03A GAC VESSELS- ACCESS PLATFORM SECTIONS
SO4 ACCESS PLATFORM & FALL PROTECTION SECTION
S05 ACCESS PLATFORM & FALL PROTECTION DETAILS
KEY PLAN
W-361001
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMATION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARMOEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
11
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W-361001
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMATION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARMOEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
0
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Gt. SCOPE
THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND
APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT
WHERE THERE ME SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF
THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND
ANSWERED IN WRING PRIOR TO CONSTRUCTION.
G2. APPLICABLE SPECIFICATIONS ANO CODES
A. IBC 2012 WITH APPUCABLE EDITIONS OF THE CODE REFERENCED STANDARDS.
B. LOCAL JURISDICTION AMENDMENTS
G3. DESIGN CRITERIA
1. APPLIES TO ALL STRUCTURES (UNO)
A. DEAD LOAD:
1. ACRAL TRIBUTARY STRUCTURE WEIGHT
2. SUPERIMPOSED DEAD LOAD:
B. LVE LOAD:
1. MINIMUM REQUIREMENT FOR FALL ARREST SYSTEM: 5,000 LB
2. HATCH LIFT LOAD FOR GREENSAND: 1000 LB
C. SEISMIC:
1. ABOVE GRADE, NON WATER BEARING STRUCTURES:
a. OCCUPANCY CATEGORY. V (PER EXISTING DRAWING)
b. IMPORTANCE FACTOR: 1.5
C. SPECTRAL RESPONSE ACCELERATION, SS = 1.3799
d. SPECTRAL RESPONSE ACCELERATION. S1 = 0.4709
SITE CLASS: C (PER EXISTING DRAWING)
f. SEISMIC DESIGN CATEGORY:
g. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.919g
h. SPECTRAL RESPONSE COEFFICIENT, SDI — 0.417g
I. BASIC SEISMIC FORCE RESISTING SYSTEM:
j. SEISMIC RESPONSE COEFFICIENT. = 0.57
G4. ;;AF
SAFETY AND STRUCTURE STABIUTY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE
LOADS ONLY AS A COMPLETED STRUCTURE.
G5. OPENINGS
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE
STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO
ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND
OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.
REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DUALS UNLESS OTHERWISE
SHOWN.
06. SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ME REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHANTER 17
OF THE IBC. PAYMENT FOR THESE INSPECTIONS IS NOT THE RESPONSIBILTIY OF THE
CONTRACTOR. THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK BY
THE SPECIAL INSPECTOR AND SHALL PROVIDE FOR THESE INSPECTIONS IN HIS
CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS.
G]. STANDARD DUALS
THE STANDARD DUALS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF
CONDITIONS ME NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHAT BE MADE
SIMILAR TO THE STANDARD DETAILS. OBTAN APPROVAL OF ENGINEER IN WRITING FOR
SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.
GB. THE CONTACTOR SHAT FIELD VERIFY AL DIMENSIONS AND ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED
CHANGES FOR APPROVAL.
G9. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS,
VIBRATION FORCES. SUPPORT LOCATIONS. ALONG WITH ANY FLOOR OPENINGS. NOTCHES.
AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR
FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHAT NOT BE FABRICATED AND
PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO
SUPPORT THE EQUIPMENT.
S1. DESIGN STRENGTHS:
WIDE FLANGE AND TEES: Fy=50 KSI
PIPES: Fy=35 KSI
STAINLESS STEEL Fy=33 KSI
HSS SECTIONS Fy=46 KSI
ALL OTHER PLATES AND SHARES: Fy=36 KSI
S2. DIMENSIONS:
TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND
HACKS OF CHANNELS AND ANGLES UNO.
S3. ELEVATIONS:
TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.
S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON
MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.
S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS
OTHERWISE SPECIFIED TO BE SLIP—CRITICAL. PROMDE LOAD INDICATING WASHERS AT
SUP—CRITICAL CONNECTIONS.
S6. CONFORM TO AISC 360, STEEL CONSTRUCTION MANUAL AND AISC 341. SEISMIC DESIGN
MANUAL.
S]. THE SEISMIC LOAD RESISTING SYSTEM (SLRS) IS DENOTED ON THE FRAMING PLANS AND
FRAME ELEVATIONS. THE SLRS DESIGNATION INCLUDES THE MEMBER AND CONNECTIONS
AT EACH END. FRAMES ARE DENOTED AS FOLLOWS:
A MOMENT FRAME: (SLRS)
B. CONCENTRICALLY BRACED FRAME: (SLRS)
FOR SLRS SYSTEMS OR PARTS OF SYSTEMS THAT ARE NOT INCLUDED IN FRAMES,
(SLRS) IS PLACED NEXT TO THE BEAM SIZE ON THE FRAMING PLAN (eg: ON A
COLLECTOR ELEMENT (DRAG STRUT):MEMBER DESIGNATION (SLRS)
SB. ALL STEEL BEAMS SHALL RECEIVE STANDARD CAMBER PER THE SPECIFICATIONS UNLESS
NOTED OTHERWISE ON THE PLANS. BEAMS REQUIRING SPECIAL CAMBER ME DENOTED
ON THE BEAMS SHOWN ON THE FRAMING PLANS. EXAMPLE: (+1/27 INDICATES X".
NO. I REVISION I BY I DATE I APPR
AS NOTED '"'�•�
rwmm
VL DATUM
CITY OF
RENTON
Planning/Building/Public Warks Dept.
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
OONTANS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMATION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
MAPLEWOOD WATER TREATMENT PLANT
ACCESS PLATFORM & FALL PROTECTION
IMPROVEMENTS
GENERAL STRUCTURAL NOTES
0
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q
BEAM
¢ TS VERT. TYP.—
� T
L L _ _
C! are. C! areu rk areu
PARTIAL PLAN - GREENSAND VESSELS
NOTES3/8. = T._0.
O (3) BEAM ANCHORED FALL PROTECnON TROLLEYS.
O FRP ACCESS PLATFORM WITH GUARDRNLS.
TRUE NORTH
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
CONTNNS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORIMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRA OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rsam �� xolBa -2111 .M., A CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amRu PENTON ACCESS PLATFORM FALL PROTECTION
DATUM IMPROVEMENTS
Rm m sur I HDR 05/2015 PIPAWNu PMYF aw��e Planning/Building/Public Warks Dept. GREENSAND VESSELS
rwmm
N0. REVISION BY DATE APPR a rgsoN �• ACCESS PLATFORM & FALL PROTECTION PLAN
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5'-0" MAX. 2° S0. HANDRAIL,
SECTION �1
3/8' = 1•-0- sD2
SECTION i1
3/8' — 1'-0' S12
NOTES:
1. TS4 INDICATES TS4x4x1/4
C8 INDICATES CBx2 3/18x3/8
0 INDICATES Lx300/4
2. DIMENSIONS ME BASED ON
VENDOR'S SHOP DRAWINGS AND
AS—BUILT MEASUREMENTS.
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMATION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
NaM »x�cearvl��� A CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is
ACCESS PLATFORM FALL PROTECTION
RENTON
IMPROVEMENTS
Rm m SET HDR w/zDia Plwwx u PMYF aw��e Planning/Building/Public Warks Dept. GREENSAND VESSELS
N0. REVISION BY DATE MPR a T�TsoN � • ACCESS PLATFORM & FALL PROTECTION SECTIONS
0
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6'-0' MAX.
I-II 2° S0. HRNDRRIL, TP.—\
SECTION �1
3/8• = 1' -0 -
si-O' Mm.
z° SQ. HANDRAIL, TYP.—\
SECTION i1
3/8° — 1'-0°
NOTES:
1. TSA INDICATES T54xAx1/4
C8 INDICATES CBx2 3/16x3/8
0 INDICATES Lx3x3x1/4
2. DIMENSIONS PRE BASED ON
VENDOR'S SHOP DRAWINGS AND
AR—BUILT MEASUREMENTS.
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HOF AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMATION WAS NOT
INDEPENDENRY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRA OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rx�
AS NOTED ''�'��� • CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amRu ilACCESS PLATFORM FALL PROTECTION RENTON
°�`a imair I _� I DATUM IMPROVEMENTS
RCCQm scr now oa/soia PIFAsox O PMYF awt��e Planning/Building/Public Warks Dept. GAC VESSELS
rwmm
NO. REVISION BY DATE ARPR a REtWN ACCESS PLATFORM & FALL PROTECTION SECTIONS
0
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07
JLV I IVI\ M
y/B• = 1'-0• SOE
50.1
AS NOTED
T TM� 0—.;.
1F-•L■C HHDR -/E-1 PIFAWNNO. REVISION BY DATE MPR
■` CITY OF
RENTON
Planning/Building/Public Warks Dept.
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HDR AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORMMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRAM OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
MAPLEWOOD WATER TREATMENT PLANT
ACCESS PLATFORM & FALL PROTECTION
IMPROVEMENTS
ACCESS PLATFORM & FALL PROTECTION SECTION
0
DO 2 -10'
17 1 1/4" 5 1/2" MIN SIZE
N 1 1/6" PLATE PER
� 1 1/B" n PER PUN
N
AM
PER PLAN I `TOS EL = 210
W&10
DETAIL �1
1 1/2" = 1'-O" sot
0
T�
PER PUN
BEM PER PLAN
(4) 3/4" DN A325 -N
BOLTS, NUT, AND WASHER
3/6"
END PUTS
DETAIL �1
3" = 1'-0"
NO1E5. EXISTING CMU WALL
FOR BEAM TO COLUMN MIN SIZE
CONNECTION SEE 4/505ryp 5/18 K PER
PER ASC NSC .
AND
�W6x40, COPE AS
REQUIRED. TP. UNO
w12x26
DETAIL 5
3" = 1'-a" 502
503
3
PILATE
1 1/2" r 1144x1E0x1/V
DETAIL �1
1 1/2" = 1'-0"
BEAM I
PLAN,
DETAIL �1
3" = 1'-0"
COLUMN BASE PLATE �1
1 1/2" = 1'-0" 504
3
SINGLE PLATE BEIM
CONNECTOI
NOTES
1. ALL BOLTS SHALL BE 3/4" DIA M25 -N UNLESS NOTED
OTHERWISE.
2. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS
REQUIRED.
3. COPE BEAM AS REQUIRED.
SINGLE PLATE BEAM
CONNECTION n
1 1/2" = 1'-O" so4
1 1/2"
COPE IF READ
�WCOR
MC SHAPE
SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS
0 BASE Y
PLATE
d d.
PLATE WELD
THICKNESS T SIZE "A"
WB 1
2
1 5/16" 1 1/4"
W10
2
O
Q N
a
3
I
/ OR BOLT DIA IF INDICATED ON PUNS.
a.
PLATE "T"
3. MIN. DISTANCE FROM @ OF TOP BOLT TO A COPE SHALL
d d
L
G
"A"
DISTANCE FROM TOP OF BEAM TO q OF TOP BOLT.
a.
d
4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES
PERPENDICULAR
c
AS REQUIRED.
(4) 1/2" DW ADHESIVE ANCHOR
WITH 3.3x3/B" PLATE WASHQi
VEXISTNG
GVERSIZE Hi
1'-2"
WITH STMDMD HOLES
IN BASE PU
n
SLAB
ELM[
SECTION
COLUMN BASE PLATE �1
1 1/2" = 1'-0" 504
3
SINGLE PLATE BEIM
CONNECTOI
NOTES
1. ALL BOLTS SHALL BE 3/4" DIA M25 -N UNLESS NOTED
OTHERWISE.
2. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS
REQUIRED.
3. COPE BEAM AS REQUIRED.
SINGLE PLATE BEAM
CONNECTION n
1 1/2" = 1'-O" so4
1 1/2"
COPE IF READ
�WCOR
MC SHAPE
SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS
NOMINAL BEAM
DEPTH "D"
NUMBER OF BOLT
ROWS "N'
PLATE WELD
THICKNESS T SIZE "A"
WB 1
2
1 5/16" 1 1/4"
W10
2
5/16" 1/4"
W12
3
5/16" 1/4"
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HER AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORIMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rxam SAS NOTED "°W'P'M" AM CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amDu ilACCESS PLATFORM FALL PROTECTION RENTON
IMPROVEMENTS
sEcarm 56T I now 05/20I5 PIFAsox O PMYFa w��e Planning/Building/Public Warks Dept.
NO. REVISION BY DATE MPR a I�TsoK ACCESS PLATFORM & FALL PROTECTION DETAILS
NOTES:
•N"
ROWS ®
® n o
1. ALL BOLTS SHALL BE 3/4" DIA A325 -N UNLESS NOTED
OTHERWISE.
3" OC
�u
�p
2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN
Z
AS THE TPICAL CONN. INCREASE NUMBER OF ROWS AND
/ OR BOLT DIA IF INDICATED ON PUNS.
�
f
PLATE "T"
3. MIN. DISTANCE FROM @ OF TOP BOLT TO A COPE SHALL
BE 1 1/2". WHERE DEEP COPES ME REOD, INCREASE
BEAM WEB OR
"A"
DISTANCE FROM TOP OF BEAM TO q OF TOP BOLT.
COLUMN FLANGE
OR WEB
4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES
PERPENDICULAR
CONNECTION
AS REQUIRED.
SINGLE PLATE
BEAM
CONNECTION
n
1 1/2"=1'-0"
-
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED BY OTHERS TO HER AND
CONTAINS ONLY THE LEVEL OF DETAIL AS
PROVIDED. THE INFORIMTION WAS NOT
INDEPENDENTLY FIELD VERIFIED OR CONFIRMED
AS BEING ACCURATE BY THE ENGINEER. NEITHER
HDR NOR THE CITY OF RENTON WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE INFORMATION SHOWN.
.rxam SAS NOTED "°W'P'M" AM CITY OF MAPLEWOOD WATER TREATMENT PLANT
L� is amDu ilACCESS PLATFORM FALL PROTECTION RENTON
IMPROVEMENTS
sEcarm 56T I now 05/20I5 PIFAsox O PMYFa w��e Planning/Building/Public Warks Dept.
NO. REVISION BY DATE MPR a I�TsoK ACCESS PLATFORM & FALL PROTECTION DETAILS