B09 - Amendment5Attachment30_S201_0005.pdf
PDF 297 KB Posted
- Attached to
- Remove and Install a New HVAC unit. Federal contract opportunity
- Solicitation number
- 140P6220B0002
About this file
This document contains technical construction drawings and details for a project at Fort Smith National Historic Site. The drawings depict concrete foundation details including footings, slabs and stoops. Additional details include concrete joints, masonry lintels, wall reinforcement, and utilities penetrating footings. Stair, railing and mechanical platform sections are also included. Related mechanical, electrical and plumbing specifications are likely included in accompanying documents not provided.
The related federal contract opportunity is a solicitation to remove and replace the HVAC system at a visitor center. Work includes disconnecting an existing geothermal piping loop and replacing it with a new fluid cooler and natural gas boiler near a maintenance building. Existing piping inside the visitor center will also be replaced. Heat pumps and an attic ductless split system will be removed and replaced with new units. Energy recovery ventilators will be added. The soliciting agency is the National Park Service Midwest Region within the Department of the Interior. Response and award dates are not provided.
View the file
Other files for this federal contract opportunity
Show all 37
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FIN. FLOOR
EL = SEE PLAN
EL. = SEE PLAN
FIN. FLOOR
EL. = SEE PLAN
T.O.F.
FIN. FLOOR
EL = VERIFY
OPTION 'A': LEAN CONCRETE FILL OPTION 'B': STRUCTURAL SLAB
CONC. FOOTING -
SEE PLAN & SCHED.
FOR SIZE & REINF.
1/2" EXPANSION JOINT
6" CONC. W/ #4
@ 12" O.C. E.W.
LEAN CONCRETE FILL
SEE PLANS FOR
REQUIRED WIDTH
OF EACH STOOP
1/2" EXPANSION JOINT
SEE PLAN
S L O
P E
V O
ID
SEE PLAN
S L O
P E
CONC. FOOTING -
SEE PLAN & SCHED.
FOR SIZE & REINF.
1/2" EXPANSION JOINT 4 1/2" CONC. W/ #4 @ 12" O.C.
E.W. OVER 1 1/2", 'C', 20 GA.
GALV. (G90) METAL DECKING
(6" TOTAL THICKNESS)
EXTERIOR PAVING
(SEE CIVIL)
1/2" EXPANSION JOINT
#4 BENTS @ 1'-0"
O.C. ALL SIDES TYP.
18"
8"
8" X 3'-4" CONC. FTG. W/
(2) #5 TOP & BOTTOM &
#4 VERT. @ 24" O.C.
T
T /4
3/16".
TYPICAL CONTROL JOINT (C.J.)
TYPICAL KEYED CONSTRUCTION JOINT
SAWCUT JOINT & SEAL
SPECIFIED SLAB
REINFORCEMENT
- SEE PLAN
5/8" DIA. DOWELS
@ 12" O.C. X 1'-6"
SEALANT
NOTES:
1. ALL FLOOR SLABS SHALL BE PLACED IN PAVING LANE PATTERN. A MAXIMUM
JOINT SPACING OF 12'-0" U.N.O. AND A MAXIMUM SLAB PANEL ASPECT RATIO
(LENGTH/WIDTH) OF 1.5 SHALL BE OBSERVED.
2. ALL JOINTS TERMINATING A POUR SHALL BE KEYED CONSTRUCTION JOINTS.
3. TIME SAW CUTTING OPERATION TO PRECLUDE SHRINKAGE, CRACKING AND
DISLODGING OF AGGREGATE.
T /3
VERTICAL REINF. TO
MATCH AND LAP VERT.
WALL REINF.
GROUT FULL DEPTH
OF LINTEL, USE OPEN
END UNITS
REINF. PER
SCHEDULE
"P E
R S
C H
E D
L
IN
T E
L D
E P
T H
TYPICAL CMU LINTEL
2' - 0".
C.J.
TOP OF MASONRY
WALL SUPPORT
VERT. REINF. IN
GROUTED CELLS
FULLY GROUTED
BLOCK UNDER BRG.
6'-0" LENGTH OF
HORIZ. JOINT REINF.
IN FIRST COURSE
LINE BELOW LINTEL
16 OZ. COPPER
SHEET CUT BACK 1/2"
FROM FACES OF
BLOCK (AT C.J. ONLY)
C.J.
MASONRY OR
STEEL LINTEL
BOND BEAM ABOVE
STEEL LINTELS ONLY
BEARING LENGTH
SPAN
NOTE:
SEE LINTEL SCHEDULE FOR
REQUIRED BEARING LENGTH.
DOOR, WINDOW, OR
OTHER OPNG. PER
ARCH. DRAWINGS
SINGLE BAR
DOUBLE BAR
< MAX. SPACING
E Q
E
Q
FULLY GROUTED CELLS
END OF WALL,
CORNER OF WALL,
OR CONTROL JOINT
NOTE:
SPLICE VERTICAL
BARS A MIN. 48 BAR
DIAMETERS
D
D
< MAX. SPACING
STAGGER SPLICES 24
BAR DIAMETERS IN 8"
NOMINAL WALLS
FULLY GROUTED CELLS
END OF WALL,
CORNER OF WALL,
OR CONTROL JOINT
NOMINAL WALL
THICKNESS
D (INCHES)
ALLOWABLE
TOLERANCE
8" 5.25 +/- 1/2"
10" 7.25 +/- 1/2"
12" 9.00 +/- 3/4"
BAR SIZE & SPACING
PER NOTES
BAR SIZE & SPACING
PER NOTES
(APPROX.)
1/2 WALL HT. CONTROL JOINT
LOCATION - REF.
ARCH. PLANS
OVERLAPPING COURSES
SPECIFIED JOINT REINF.
@ 16" O.C. VERT.
FILL W/ GROUT
SPECIFIED JOINT REINF.
@ 16" O.C. VERT.
NON-OVERLAPPING COURSES
NOTE:
ALSO APPLICABLE TO
WALL CORNERS
DETAILS I, II, OR III
AT CONTRACTOR'S
OPTION
STEEL STRAP 1/4"X1"X
@ 32" O.C.
3" 24"
3"
I
II
III
M
A X
M
IN
MIN.
6"
M
IN
PIPE
CONDITION NO. 1
CONDITION NO. 3
PIPE SLEEVE AS SPECIFIED
CONDITION NO. 2
LEAN CONCRETE TO BE PLACED
BEFORE FOOTING - MAKE SAME
WIDTH AS FOOTING AND FULL
WIDTH OF PIPE TRENCH
WHERE PIPE IS LAID
BELOW THE 2:1 SLOPE
LINE, FILL PIPE TRENCH
W/ LEAN CONCRETE TO
SLOPE LINE
NOTES:
THIS DETAIL COVERS THREE POSSIBLE CONDITIONS THAT MAY OCCUR
AND ARE DESCRIBED AS FOLLOWS:
CONDITION NO. 1: PIPE PASSING THROUGH FOOTING.
CONDITION NO. 2: PIPE PASSING PERPENDICULAR BENEATH FOOTING.
CONDITION NO. 3: PIPE RUNNING PARALLEL TO FOOTINGS.
> 4"
> 4"
CONCENTRATED
LOAD
L4X4X1/4
HANGER ROD
ADD L2X2X1/4 TO JOIST
WHERE LOAD OCCURS
MORE THAN 4" FROM
JOIST PANEL POINT
NOTE:
CONTRACTOR TO REMOVE AND
REPLACE CEILING AS REQUIRED.
NOTE:
RAILING NOT SHOWN FOR
CLARITY - SEE ARCH.
CONC. SLAB - SEE PLAN
CONT. L3X3X1/4
STEEL BAR
GRATING - SEE PLAN
1/4 2-12STEEL BEAM - SEE PLAN
STEEL BEAM - SEE PLAN
L3X3X1/4 X 6"
(TYPICAL)
1/4
(3) SIDES
TYPICAL
SEE
FOR TYP. BASE PLATE
CONNECTION
EXISTNG WALL
1/2" EXPANSION JOINT
CONC. SLAB ON
GRADE - SEE PLAN
/10 S201
NOTE:
RAILING NOT SHOWN FOR
CLARITY - SEE ARCH.
EXIST. CONC. SLAB
BAR GRATING TREAD -
MATCH LANDING
L3X3X1/4 X 3"-LONG W/ 5/8"
DIA. HILTI HIT-HY 200 EPOXY
ANCHOR (2 3/4" EMBED.)
1/4
CONT. L3X3X1/4
STEEL BAR
GRATING - SEE PLAN
1/4
(3) SIDES,
TYP.
STEEL BEAM - SEE PLAN
STEEL BEAM - SEE PLAN
L2X2X1/4 X 6"
(TYPICAL)
1/4
(3) SIDES
TYPICAL
5/8" STEEL BASE PLATE W/ (2)
1/2"Ø HILTI HIT-HY 200 EPOXY
ANCHORS (2 3/4" EMBED.)
/2
1" TYP.
8"
1044 North 115th Street | Suite 300
Omaha, NE 68154
(402) 493-4800 www.schemmer.com
REVISED TITLE OF SHEET DRAWING NO.
SHEET
PMIS / PKG. NO.
OF
SUB SHEET NO.
ARCH/ENG PROJ #
DESIGNED
DRAWN
CHECKED
PREPARED
DATE
241749
00000
FORT SMITH NATIONAL HISTORIC SITE
301 PARKER AVE
FORT SMITH, AR 72901C
U s e rs \e h o ff \D o c u m e n ts
\R e v it te m p \0
-S T
R U
C
R
-F O
S M e h o ff s c h e m m e r.
c o m .r v t
ECH
ECH
KMW
01/03/2020
07310.007
S201
TYPICAL DETAILS
07310007FOSM- 3- S201 TYPICAL DETAILS
SCALE: 3/4" = 1'-0"
TYPICAL CONCRETE STOOP DETAILS
SCALE: 3/4" = 1'-0"
TYPICAL CONCRETE SLAB JOINT DETAILS
SCALE: 3/4" = 1'-0"
TYPICAL CMU LINTEL DETAIL
SCALE: 3/4" = 1'-0"
TYPICAL CMU LINTEL ELEVATION
SCALE: 3/4" = 1'-0"
TYPICAL CMU WALL END REINFORCING
SCALE: 3/4" = 1'-0"
TYPICAL CMU WALL INTERSECTION DETAILS
SCALE: 3/4" = 1'-0"
TYPICAL CONCRETE FOOTING AT ADJACENT UTILITIES
SCALE: 3/4" = 1'-0"
TYPICAL STEEL JOISTS CONCENTRATED LOAD DETAIL
DATE INITIAL
08/12/2020 ECH
SCALE: 3/4" = 1'-0"
STAIR SECTION
SCALE: 3/4" = 1'-0"
STAIR SECTION
| Sheets |
| S101 - PLANS & DETAILS |
| S201 - TYPICAL DETAILS |
File details come from the government source that posted it. Updated .