36E77619B0020-0003026.pdf
PDF Posted
- Solicitation number
- 36E77619B0020
About this file
This document provides details for a federal contract solicitation to expand an existing patient parking garage at the Cleveland VA Medical Center. The solicitation will be issued as an Invitation for Bid for a firm-fixed-price design-bid-build contract to add 132 parking spaces on the fourth deck of the garage, extend vertical transportation and stairs, and improve lighting and façade work including a suicide prevention barrier. The solicitation will be set aside for Service-Disabled Veteran-Owned Small Businesses and issued on October 18, 2019 with all bids due on the date specified. The period of performance is approximately 280 calendar days from notice to proceed. The estimated value is between $2-5 million. All questions must be submitted in writing by the specified due date.
36E77619B0020 0003 S-305_-_CONCRETE_BEAM_SCHEDULE___DETAILS.pdf
View the file
Other files
Show 40 more
Latest 50 of 66 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
HIGH POINTOF BEAM TENDONS
SET TO ALLOW SLAB TENDONS
TO PASS ON TOP
BEAM TENDONS
C O
V E
R
M
IN
C O
N C
SLAB TENDONS AND
TOP REINF IN SAME
PLANE OVER BEAMS
SEE BEAM SCHEDULE FOR
BEAM REINFORCEMENT
SEE COL SCHEDULE AND
REINF DETAIL FOR
MORE INFO
ROUGHEN
CONSTRUCTION
JOINT, TYP
T
UNIFORM
TENDONS IN SLAB
COL, SEE PLAN
PT TENDONS
STIRRUPS, SEE
BEAM SCHEDULE
STD HOOKS @
MILD REINF
CENTROID OF ANCHORAGES
AS NOTED ON BEAM
ELEVATIONS
ROUGHEN JOINT
T/DECK LEVEL EL
VARIES, SEE PLAN
4' - 0" WASH
LA
P
S P
L I C
E
C
LA
S S
B T
E N
S
IO
N
W A
S H
CL
ROUGHEN JOINT
SLAB TENDONS AND TOP
REINFORCMENT IN SAME
PLANE OVER BEAMS
MIN 2 TENDONS
ALONG SLAB EDGE
T
CONCRETE BEAM SCHEDULE
BM3 24"
BM2
12"BM1*
SIZE
24"
BM5 18"
BM4
24"
MARK
WIDTH DEPTH
1/2" DIA
CABLE
UNO
CABLE DRAPE
DIM 'A' DIM 'B' ELONGATION CONT LEFT END RIGHT END CONT MIDSPAN SIZE
TOP REINF BOT REINF SHEAR REINF
36"
50"
36"
36"
36"
(3) #8
(4) #8
(4) #8
(4) #8
(3) #8
#4
#4
(3) #8
(4) #8
(4) #8
(4) #8
(3) #8
SPACING (EAST END)
#4
#4
#4
(1) @ 3", 8 @ 12", R @ 18"
(1) @ 3", 18 @ 11", R @ 16"
NOTES:
1.) (*) UPTURN BEAM, DEPTH INCLUDES THE SLAB THICKNESS
(1) @ 3", 30 @ 6", R @ 16"
(1) @ 3", 30 @ 6", R @ 16"
(1) @ 3", 12 @ 12", R @ 16"
TYPE
S4
D1
D1
D1
S4-
- -SEE BEAM ELEVATIONS
SEE BEAM ELEVATIONS
SEE BEAM ELEVATIONS
SEE BEAM ELEVATIONS
SEE BEAM ELEVATIONS
TOP REINFORCING
STIRRUPS
BOTTOM REINFORCING
BEAM WIDTH
B E
A M
D E
P T
H CENTROID OF PT
TENDONS
V A
R
IE
S
SLAB PT TENDONS
SLAB MILD REINF
TENDON SUPPORT BAR
FIRST POUR SECOND POUR
FULL WIDTH KEYWAY
#6@12"O.C. FOR WIDTH OF BEAM, 3 MINIMUM
NOTE: JOINT SHALL BE WITHIN MIDDLE THIRD OF SPAN.
ALL REINFORCING CONTINUOUS
ADDITIONAL STIRRUPS. SIZE AND TYPE
TO MATCH SCHEDULED BEAM STIRRUPS
4" 4" 4" 4" 4" 4"
3' - 0" TYP.
"H
D E
P T
H
"H
"H
"H
1 1/2"
S1
D1
S2
D2
S3
D3
135° HOOK TYP
NOTES:
1. STIRRUP TYPE DESIGNATIONS:
"S" SINGLE TIE (W/CAP IF APPLIES)
"D" DOUBLE TIE (W/CAP IF APPLIES)
2. ALL 90° AND 135° HOOKS SHALL BE STANDARD BAR BENDS UNLESS DETAILED OTHERWISE.
3. CAP BARS SHALL HAVE 135° HOOKS ON ONE END AND 90° HOOKS ON THE OTHER END.
CAP BARS SHALL BE PLACED WITH HOOKS AS SHOWN AT DISCONTINUOUS EDGE CONDITIONS.
S4
135 DEG HOOKS
ON EACH SIDE
135° HOOK AT FREE
EDGE
ALTERNATE 135°
END OPPOSITE
SIDES OF BEAM
ALTERNATE 135°
END OPPOSITE
SIDES OF BEAM
6. LAP 25% OF BOTTOM BARS, 2 BARS MIN WITH A CLASS B TENSION SPLICE CENTERED ON THE SUPPORT, UNO. IF THE DEPTH OF THE CONTINUOUS LINE OF BEAMS CHANGES
AT A SUPPORT THE BOTTOM REINFORCEMENT IN THE DEEPER MEMBER SHALL BE TERMINATED WITH A STANDARD HOOK AND BOTTOM REINFORCEMENT IN THE SHALLOWER
MEMBER SHALL BE EXTENDED THE TENSION DEVELOPMENT LENGTH INTO THE DEEPER MEMBER
7. WHERE SIDE FACE REINFORCEMENT IS REQUIRED, IT SHALL BE EVENLY SPACED BETWEEN INNERMOST LAYERS OF BEAM MAIN REINFORCEMENT
8. AT CANTILEVERED BEAMS EXTEND 100% OF SCHEDULED TOP, BOT & SIDE BARS TO END OF CANTILEVER, IF REINFORCEMENT IS NOT SCHEDULED EXTEND 100% OF THE TOP
SCHEDULED FOR ADJACENT BEAM, TERMINATE BARS WITH STANDARD HOOK.
9. ALL MILD REINFORCEMENT LOCATED IN BEAMS SHALL BE EPOXY COATED.
#4 @ 8" MIN STIRRUPS IN CANT
BEAM, UNOEXTEND TOP BARS WHERE SLAB
IS CONTINUOUS BEYOND
SUPPORT IN LIEU OF STD HOOK
HOOK 2 BOTTOM BARS
MINIMUM AT COLUMN IF
CANTILEVER < 48 BAR
DIAMETERS
STANDARD
90 DEG HOOK
STANDARD HOOK
NOTES:
1. Ln IS THE GREATER OF ADJACENT CLEAR SPANS Ln1 AND Ln2
2. ld = TENSION DEVELOPMENT LENGTH
3. TOP REINFORCEMENT OVER A SUPPORT COMMON TO TWO SPANS IS THE GREATER OF THE TYPICAL (SHORT)
TOP BARS SCHEDULED FOR THE APPLICABLE ENDS OF THE ADJACENT BEAMS PLUS THE GREATER OF THE FULL
LENGTH TOP BARS SCHEDULED.
4. IF NOT SPECIFIED IN THE SCHEDULE, AT LEAST 33% OF THE TOP BARS SHALL BE FULL LENGTH, 2 BARS MINIMUM
5. FULL LENGTH TOP BARS SHALL BE CONTINUOUS OR SPLICED AT MIDSPAN WITH CLASS B TENSION LAP
TOP LE BARS
SPAN L1
SPAN 1 BOTTOM BARS
TOP RE BARS
SPAN L1
TOP LE BARS
SPAN L2
TOP FL BARS
SEE NOTE 2
BOTTOM BARS
TOP RE BARS
SPAN L2
LAP 2 BOTTOM BARS MIN. AT COLUMN
W/TENSION SPLICE (SEE NOTE 4)
EXTEND 25% OF THE
BOT BARS (MIN 2 BARS)
& HOOK ENDS, UNO
2#5 IF NO TOP FL
BARS SCHEDULED
ld 2" CLR.
TENSION LAP
1/3 L1
TENSION LAP
1/3 Ln
TENSION LAP
1/3 L1 OR 1/3 L2 (GREATER)
TENSION LAP
1/3 L2 OR 1.0 L3 (GREATER)
CANTILEVER
CLEARSPAN L3
3" MAX.3" MAX.
CLEARSPAN L2
3" MAX.
3" MAX.
6" MIN.6" MIN.
CLEARSPAN L1
3" MAX. 3" MAX.
6" MIN.
S E
E N
O T
E
4" CLR MAX
1 1/2" CLR MIN
POST TENSION TENDONS, SEE
PROFILE FOR MORE INFO
L1 L2 L3
STRESSING END
CONTROL POINTS
AS SHOWN ON
PLAN
INFLECTION POINT
(a) @ L/10 a
LOW POINT IS @
L/2 UNLESS NOTED
OTHERWISE
HIGH POINT,
SEE PLAN
STAGGER TERMINATED
TENDONS AT 12" ANCHOR @
NEUTRAL AXIS
REVERSE PARABOLAS
NOTE: THE NEUTRAL AXIS (THE CENTER OF GRAVITY OF THE CONCRETE) IS AT MID DEPTH FOR UNIFORM SLABS b b - SEE SCHEDULE FOR DIMENSION b
ANCHORAGES PLACED
VERTICALLY
12" MIN STRESS TAIL, TYP
ROUGHEN JOINT
CL
A P
P R
O X
BEAM CGS B
E
A M
E
LE
V A
T
IO
N S
V A
R
IE
S
S E
E
T Y
P
(2) #4 BACK UP BARS
BEHIND EACH ANCHOR
EACH WAY, TYP
NOTE: ENSURE SMOOTH TRANSITION
FROM LAST SPECIFIED SUPPORT HEIGHT
TO ANCHORAGE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseArchitect/Engineer of Record StampConsultant
321 4 5 6 7 8 9 10
Sprinkler Status
PVE ENGINEERING, LLC.
Waterfront Corporate Park III, Suite 101
2000 Georgetowne Drive, Sewickley, PA 15143
Phone: 724-444-1100
Email: info@pve-llc.com
AE Works, LTD.
209 Sandusky Street
Pittsburgh, PA 15212
Phone: 412-287-7333 www.ae-works.com
S-305
CONCRETE BEAM SCHEDULE &
DETAILS
EXPAND PATIENT PARKING
GARAGE
10701 EAST BOULEVARD, CLEVELAND, OH 44106
161651
05/24/2019 Checker Author
100% BID SET
3/4" = 1'-0"
POST TENSION BEAM INTERSECTION @ INTERIOR COLUMN
3/4" = 1'-0"
POST TENSION BEAM INTERSECTION @ EXTERIOR COLUMN
N.T.S
TYPICAL POST TENSION CONCRETE BEAM SECTION
N.T.S
CONCRETE BEAM AND GIRDER CONSTRUCTION JOINT
N.T.S.
STIRRUP TYPES
N.T.S
TYPICAL CONCRETE BEAM REINFORCING DETAIL W/ POST TENSIONING REINF
N.T.S
CONCRETE BEAM MULTI-SPAN TENDON PROFILE
3/4" = 1'-0"
BEAM ELEVATION @ STRESSING END OF POST TENSION
# Revisions Date
1 Addendum for Solilcitation 11/22/2019
| Sheets |
| S-001 - GENERAL NOTES |
| S-100 - LEVEL4 FRAMING PLAN |
| S-101 - LEVEL 4 POST-TENSIONING PLAN |
| S-300 - CONCRETE DETAILS |
| S-301 - CONCRETE REPAIR DETAILS |
| S-302 - POST-TENSIONED DETAILS |
| S-305 - CONCRETE BEAM SCHEDULE & DETAILS |
File details come from the government source that posted it. Updated .