SW521 Rev 2.pdf
PDF 382 KB Posted
- Attached to
- Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
- Solicitation number
- n44255
About this file
This document contains plans and specifications for precast concrete haunched deck panels. The plans provide details for 44 deck panels of various sizes and reinforcement configurations to be used in the construction of a general purpose berthing pier and vessel maintenance facility. Panel dimensions, reinforcing bar sizes and spacing, prestressing strand counts and stresses are specified. A schedule lists properties for each panel mark including length, width, number of strands, bar projections, and effective prestress. The project is for the Department of the Navy Naval Facilities Engineering Command to support maritime force protection operations at the Bangor base in Washington state.
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Text version
A1
SW521
C4
SW521
B4
SW521
4 5
OFFSET
GRID 'CUT LENGTH' - SEE SCHEDULE
OFFSET
GRID
'NO
MIN
AL
WID
TH'
'UME''ME'
'A' 'B'
A4
SW521
C4
SW521
B4
SW521
A2
SW525
4 5
OFFSET
GRID 'CUT LENGTH' - SEE SCHEDULE
OFFSET
GRIDGRID GRID
VARIES 4" TO 1'-4"
3'-10"
9"
STIRRUP SETS - SEE SCHEDULE
TOP BAR ROUGHEN
PS STRAND
HEADED 'BOT BAR'
EMBED
7'-2" A4
SW521
BAR PROJ
'NOMINAL WIIDTH' - SEE SCHEDULE
1/8" 'ACTUAL WIDTH' - SEE SCHEDULE 1/8"
TOP BARS,
SEE SCHEDULE
PS STRANDS,
SEE SCHEDULE
BOTTOM BARS,
SEE SCHEDULEUN
O 1/
2"
CLR
2'- 0"
CL
R2"
NOTE:
FOR INFO NOT SHOWN SEE C4
SW521
'NOMINAL WIDTH' - SEE SCHEDULE
1/8" 'ACTUAL WIDTH' - SEE SCHEDULE 1/8"
TOP BARS,
SEE SCHEDULE
PS STRANDS,
SEE SCHEDULE
STIRRUP SET,
SEE SCHEDULE 6" PROJ, TYP
1'- 3"
1/
2"
PS
C3
SW525
TYP
1" CLR,
ALT
SEE
SCHEDULE
1. USE NORMAL WEIGHT CONCRETE HAVING THE FOLLOWING STRENGTHS:
AT STRESS TRANSFER, f'ci = 3600 PSI AT 28 DAYS, f'ci = 6000 PSI
MAXIMUM W/C RATIO LESS THAN 0.35
2. USE 0.6" DIAMETER LOW RELAXATION STRANDS HAVING AN ULTIMATE STRENGTH OF
270 KSI AND CROSS-SECTIONAL AREA OF 0.217 SQ IN.
3. PRESTRESS DESIGN IS BASED ON THE FOLLOWING STRESSES:
JACKING STRESS 203 KSI
AFTER ALL LOSSES 187 KSI
HAUNCHED DECK PANEL NOTES:
4. UNLESS OTHERWISE NOTED, CONCRETE COVER OVER TIES AND STIRRUPS = 2".
5. PANELS COVERED BY CIP TOPPING WILL HAVE A ROUGHENED (1/4" AMP) TOP FINISH. ALL
OTHER PANELS WILL HAVE A ROUGH BROOM TOP FINISH.
6. PROJ WALL REINF AS REQ'D AND AS INDICATED ON PLAN.
7. LEFT & RIGHT CORRESPOND TO VIEW LOOKING FROM 'UME' TOWARDS 'ME' (REF DWGS
SW121 TO SW123)
A1
SW521
C4
SW521
B4
SW521
4 5
OFFSET
GRID 'CUT LENGTH' - SEE SCHEDULE
OFFSET
GRID
'NO
MIN
AL
WID
TH'
GRID LINE @ MARKED END'ME' GRID LINE @ UNMARKED END 'UME'
A4
SW521
PR
OJ
3/
8"#5 @ 6"
WALL REINF
NOTE:
FOR INFO NOT SHOWN SEE
C4
SW521
1'-5"
3", CLR
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 31 JANUARY 2017
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
AS NOTED
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
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D. GIBSON/T. BOLING
B. NIXON
B. GALLOWAY
D. STARKEL
33301 9th Avenue South, Suite 300 Federal Way, WA 98003-2600
(206) 431-2300 Fax: (206) 431-2250
WSP USA Inc.
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MDFAMM JLR
SW521
1389895
123 269 16046465
MDF JLR
PRECAST HAUNCHED DECK PANEL SCHEDULE
MARK COUNT
# OF PS
STRANDS
NOMINAL
WIDTH
ACTUAL
WIDTH
CUT
LENGTH
'ME'
GRID
OFFSET
'UME' GRID
OFFSET
FINAL
EFFECTIVE
PRESTRESS
(KIPS)
MILD REINFORCEMENT
SHEAR KEY
(SEE NOTE 7)
TOP
BARS
BOT
BARS
STIRRUP
SETS
BAR
PROJ 'A' (ME) 'B' (UME) LEFT RIGHT
H1 1 16 6'-0" 5'-11 7/8" 25'-9" 1'-8" 3'-1 1/4" 651k #5@8" #10@12 #5@6 3'-6" 0'-5" 0'-7" Yes No H2 1 16 6'-0" 5'-11 3/4" 25'-9" 1'-8" 3'-1 1/4" 651k #5@8" #10@12 #5@6 3'-6" 0'-5" 0'-7" Yes Yes H3 2 14 5'-0" 4'-11 3/4" 25'-9" 1'-8" 3'-1 1/4" 567k #5@8" #10@12 #5@6 3'-6" 0'-5" 0'-7" Yes Yes H4 1 15 5'-3" 5'-2 7/8" 25'-10" 1'-8" 3'-0" 606k #5@8" #10@12 #5@6 3'-6" 0'-5" 0'-7" No Yes H5 2 16 6'-0" 5'-11 7/8" 24'-6" 3'-0" 3'-0 1/2" 649k #5@8" #10@12 #5@6 4'-3" 0'-5" 0'-7" Yes No H6 2 16 6'-0" 5'-11 3/4" 24'-6" 3'-0" 3'-0 1/2" 650k #5@8" #10@12 #5@6 4'-3" 0'-5" 0'-7" Yes Yes H7 4 14 5'-0" 4'-11 3/4" 24'-6" 3'-0" 3'-0 1/2" 566k #5@8" #10@12 #5@6 4'-3" 0'-5" 0'-7" Yes Yes H8 2 15 5'-3" 5'-2 7/8" 24'-6" 3'-0" 3'-0 1/2" 606k #5@8" #10@12 #5@6 4'-3" 0'-5" 0'-7" No Yes H9 1 16 6'-0" 5'-11 7/8" 24'-5" 3'-0" 1'-10" 650k #5@8" #10@12 #5@6 3'-9" 0'-5" 0'-7" Yes No H10 1 16 6'-0" 5'-11 3/4" 25'-5" 3'-0" 1'-10" 651k #5@8" #10@12 #5@6 3'-9" 0'-5" 0'-7" Yes Yes H11 1 14 5'-0" 4'-11 3/4" 26'-4" 3'-0" 1'-10" 567k #5@8" #10@12 #5@6 3'-9" 0'-5" 0'-7" Yes Yes H12 1 16 5'-0" 4'-11 3/4" 27'-4" 3'-0" 1'-10" 644k #5@8" #10@12 #5@6 3'-9" 0'-5" 0'-7" Yes Yes H14 44 14 5'-0" 4'-11 3/4" 23'-8" 1'-9" 1'-9" 565k #5@8" #10@12 #5@6 3'-0" 0'-5" 0'-7" Yes Yes H15 11 14 5'-0" 4'-11 7/8" 23'-8" 1'-9" 1'-9" 565k #5@8" #10@12 #5@6 3'-0" 0'-5" 0'-7" No Yes H16 44 14 6'-0" 5'-11 3/4" 23'-8" 1'-9" 1'-9" 565k #5@8" #10@12 #5@6 3'-0" 0'-5" 0'-7" Yes Yes H17 2 16 4'-6" 4'-5 7/8" 23'-8" 1'-9" 1'-9" 649k #5@8" #10@12 #5@6 3'-0" 0'-5" 0'-7" Yes No H18 4 12 4'-0" 3'-11 3/4" 23'-8" 1'-9" 1'-9" 486k #5@8" #10@12 #5@6 3'-0" 0'-5" 0'-7" Yes Yes
SCALE: 1/2" = 1'-0" SW121
PLAN - TYPICAL HAUNCHED DECK PANEL
(BOTTOM REINFORCEMENT)B1
SW122, SW123
SCALE: 1/2" = 1'-0" SW521
SECTION - TYPICAL HAUNCHED DECK
PANELA1
SCALE: 1" = 1'-0" SW521
SECTION - TYPICAL PANEL @ ENDB4
SCALE: 1" = 1'-0" SW521
SECTION - TYPICAL PANEL @ MIDSPANC4
SW525
SCALE:
1' 1'
1" = 1'-0"
2'2'
SCALE:
2' 2'
1/2" = 1'-0" 4'4'
SCALE: 1/2" = 1'-0" SW121
PLAN - TYPICAL HAUNCHED DECK PANEL
- (TOP REINFORCEMENT)C1
SW122, SW123
NOTE:
PRESTRESSED STRANDS
NOT SHOWN
SCALE: 1" = 1'-0" SW521
SECTION - H1, H5, & H9 HAUNCHED
PANELA4
PPI
9/ 16/
JLR
PPI
9/ 18/
JLR
| Sheets |
| SW521 - DECK PANEL - SECTIONS & DETAILS - SHEET 1 |
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