6-JF27-014-IFB Hunter Softball Dugout Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- JF27-014-IFB
- Issued by
- Salt Lake County, Utah
About this file
This is a set of construction drawings for the Granite School District's invitation for bids (IFB) to remodel softball dugouts at Hunter High School in Utah. The project seeks bids from licensed General Contractors (B100 classification) to complete the dugout remodeling work according to the attached project manual, specifications, and drawings. A pre-bid meeting is required for all bidders, with details provided in the project manual. The IFB is anticipated to result in a single award to the lowest cost responsive and responsible vendor. The award recommendation will be presented to the Granite School District Board at the November 10, 2026 board meeting, with final award issuance contingent upon board approval.
The drawings document the technical specifications and design requirements for the softball dugout remodeling project. Pricing will be evaluated on a competitive basis with award going to the lowest responsive and responsible bid. The expenditure requires Granite School District Board approval before final contract award. No incumbent contractor information, set-asides, or renewal options are specified in the available documentation. Funding for the project is anticipated to come from the Granite School District's budget, pending board approval.
View the file
Other files
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
F
IL
E P
A T
H S
A d m in is tr a ti o n S e rv ic e
\A E
C
S e rv ic e s \C o n s tr u c ti o n P ro je c ts
\C A
D \G
S D
B o rd e r x
.d w g
P L
O T
D A
T E
/1 /2
O
T T
IM
E
:3
:5
A
M
R E
V
D E
S C
R
IP
T
IO
N B
Y D
A T
E A
P P
S O
U T
H
W
E S
T
W E
S T
V A
L L E
Y C
IT
Y
U
T
H U
N T
E R
H
IG
H S
C O
O L
S O
F T
B A
L L
D U
G O
U T
S
R E
L E
A S
E D
F O
R Q
U O
T E
S A
H R
N J
-1
-2
A
P L A
N A
N D
E L
E V
A T
IO
N
S
628-2026-04
A1
N
TRUE NORTH
SOFTBALL FIELD
KEY PLAN
DEMOLITION
1. THE OWNER WILL IDENTIFY AND ABATE ANY ASBESTOS-CONTAINING MATERIALS (ACMS) IN THE PROJECT
AREA BEFORE DEMOLITION. OWNER WILL PROVIDE CONTRACTOR WITH A REPORT ADVISING OF ANY
POTENTIAL ACM REMAINING. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY OWNER IF
ACM IS UNCOVERED DURING DEMOLITION.
2. IDENTIFY AND FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE SCOPE OF PROJECT WITH
ARCHITECT BEFORE STARTING ANY WORK. STOP WORK AND CONTACT ARCHITECT IMMEDIATELY IF
HIDDEN OR UNKNOWN ELEMENTS AND CONCERNS ARE REVEALED OR EXPOSED DURING DEMOLITION.
3. COORDINATE ALL DEMOLITION WORK WITH MECHANICAL, PLUMBING, AND ELECTRICAL TRADES, REQUIREMENTS, AND NOTES. PROVIDE PROPER BRACING AND SUPPORT OF EXISTING STRUCTURE WHERE
REQUIRED.
4. GENERAL SCOPE OF DEMOLITION WORK REQUIRED MUST BE COORDINATED WITH THE NEW
CONSTRUCTION DRAWINGS.
5. UNLESS NOTED OTHERWISE, INTERIOR PARTITIONS AND WALLS WHICH ARE TO BE DEMOLISHED SHALL BE
REMOVED COMPLETELY, FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE.
6. CONTRACTOR TO VERIFY THE CONDITION OF ITEMS SHOWN ON THE DRAWINGS TO BE REUSED AND/OR
RELOCATED AND REPAIR TO "LIKE-NEW" CONDITION AS NECESSARY. THESE ITEMS SHALL BE PROTECTED BY
THE CONTRACTOR FROM DAMAGE, THEFT, AND/OR ABUSE. SALVAGED ITEMS THAT ARE REFINISHED AND
REINSTALLED IN A NEW LOCATION SHALL BE PROTECTED FROM WORK ONGOING IN ADJACENT AREAS.
7. PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED WHENEVER BEARING WALLS, STRUCTURES, OR SUPPORTS ARE MODIFIED.
8. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS INDICATED
TO BE TURNED OVER TO THE OWNER OR REUSED IN NEW CONSTRUCTION AND SHALL BE LEGALLY
DISPOSED OF OFF-SITE.
CONCRETE
1. CONCRETE SHALL BE 4,000 PSI, 5% AIR ENTRAINED, 4” SLUMP, PER AWPA SPECIFICATION 32 13 13, WITH
LIGHT BROOM FINISH (TO MATCH EXISTING) AND TOOLED CONTROL JOINTS OVER 6-INCH COMPACTED
ROAD BASE.
2. INSTALL BACKER RODS (WHERE REQUIRED) AND ELASTOMERIC SEALANT IN ALL JOINTS.
1. THE INFORMATION IN THESE DRAWINGS IS INTENDED TO INDICATE THE GENERAL SCOPE OF WORK ONLY
AND IS NOT INTENDED TO BE ALL-INCLUSIVE OF THE WORK OR MATERIALS REQUIRED. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS BEFORE THE START OF CONSTRUCTION ACTIVITIES
AND FOR FURNISHING ALL MATERIAL, LABOR, AND EQUIPMENT FOR COMPLETE INSTALLATION, WHETHER
OR NOT SPECIFICALLY INDICATED.
2. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS.
REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT
IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS, OR OMISSIONS ARE
DISCOVERED, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS.
3. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER
THE PROJECT.
4. REMOVE CONSTRUCTION DEBRIS AND WASTE FROM DEMOLITION AND CONSTRUCTION ACTIVITY DAILY.
DISPOSE OF ALL DEBRIS AND WASTE IN A SAFE AND LEGAL MANNER OFF-SITE. CONSTRUCTION SITE SHALL
BE LEFT IN A BROOM-SWEPT CONDITION, DAILY. CONTRACTOR SHALL PROVIDE DUMPSTER(S) FOR
CONSTRUCTION DEBRIS AND SHALL COORDINATE LOCATION WITH THE DISTRICT.
5. AREAS OUTSIDE THE CONSTRUCTION LINE LIMIT SHALL BE CONSIDERED EXISTING TO REMAIN UNLESS
OTHERWISE NOTED.
6. ALL EXISTING ITEMS, INCLUDING BUT NOT LIMITED TO FURNITURE, EQUIPMENT, FIXTURES, ETC., INDICATED TO BE TURNED OVER TO THE GRANITE SCHOOL DISTRICT (GSD OR DISTRICT), OR NOT REUSED
IN CONSTRUCTION, SHALL BE REMOVED FROM SITE AND STORED IN A LOCATION AS DIRECTED BY THE
DISTRICT.
7. DO NOT SCALE DRAWINGS. IF DIMENSIONAL INFORMATION IS REQUIRED AND NOT FOUND, NOTIFY THE
ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION.
8. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRID LINES, TO FACE OF CONCRETE OR MASONRY, TO
CENTERLINE OF NEW STUD WALLS, OR TO FACE OF EXISTING WALL, UNLESS NOTED OTHERWISE.
9. UNLESS NOTED OTHERWISE, CLEAR DIMENSIONS INDICATE DIMENSIONS BETWEEN FINISHES.
10. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION
DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE
APPROVAL OF THE ARCHITECT/DISTRICT.
11. PROVIDE BLOCKING IN WALLS FOR SUPPORT OF WALL-MOUNTED SHELVING, FIXTURES, EQUIPMENT, ETC.
12. ALL WORK SHALL BE PERFORMED IN A FIRST-CLASS, WORKMANLIKE MANNER.
13. THE BASIC STRUCTURES OF THESE DUGOUTS ARE EXISTING. PLAN DIMENSIONS ARE APPROXIMATE. VERIFY
ALL DIMENSIONS ON SITE.
MASONRY
1) BRICK SHALL BE 16” X 4” X 4” (NOMINAL) NORMAN BRICK AS MANUFACTURED BY INTERSTATE BRICK.
BRICK SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR.
2) MATCH EXISITNG - INTERSTATE BRICK ATLAS EMPEROR RUNNING BOND, 85% ASH WITH 15% BLEND.
3) CONTRACTOR SHALL FURNISH ALL REINFORCING, MORTAR, GROUT, MORTAR MATS, AND OTHER
ACCESSORIES FOR A COMPLETE INSTALLATION.
4) CONTRACTOR SHALL PROVIDE HORIZONTAL JOINT REINFORCING AND TIES/ANCHORS AT 16” O.C.
VERTICALLY. REINFORCING AND TIE/ANCHOR PRODUCTS SHALL BE AS MANUFACTURED BY HOHMANN &
BARNARD, INC. OR EQUAL.
A. JOINT REINFORCING SHALL BE 120 TRUSS-MESH TRUSS-TYPE, GALVANIZED STEEL WITH 9 GA.
SIDE AND CROSS RODS. PROVIDE PREFABRICATED CORNERS OR FORM CORNERS IN FIELD. JOINT
REINFORCEMENT SHALL BE DISCONTINUOUS AT CONTROL JOINTS, EVERY OTHER COURSE.
B. MASONRY TIE/ANCHORS SHALL BE DW-10HS VENEER ANCHORS OR EQUAL. VENEER ANCHORS
SHALL BE FASTENED SECURELY TO STUDS.
5) CONTRACTOR SHALL FURNISH AND INSTALL ALL THRU-WALL FLASHINGS WITH WEEP HOLES AT 24” O.C.
THERMAL AND MOISTURE PROTECTION
1. CONTRACTOR SHALL FURNISH AND INSTALL METAL FLASHINGS AS INDICATED ON DRAWINGS. FLASHING
SHALL BE MINIMUM 24 GA., PRE-FINISHED GALVANIZED STEEL OR ALUMINUM. COLOR TO BE SELECTED BY
OWNER FROM STANDARD MANUFACTURER COLOR PALETTE.
2. CONTRACTOR TO FURNISH AND INSTALL ALL SEALANTS REQUIRED TO KEEP CONSTRUCTION WEATHER-
TIGHT.
FINISHES
1. PAINT SHALL BE THE PRODUCT OF ONE MANUFACTURER. ACCEPTABLE MANUFACTURERS INCLUDE:
A. SHERWIN-WILLIAMS
B. BENJAMIN MOORE
C. DULUX
D. KWAL PAINT
E. PPG ARCHITECTURAL FINISHES
2. COLOR TO BE SELECTED BY OWNER.
E P
A T
H S
A d m in is tr a ti o n S e rv ic e
\A E
C
S e rv ic e s \C o n s tr u c ti o n P ro je c ts
\C A
D \G
S D
B o rd e r x
.d
O T
D A
T E
/1 /2
O T
T
IM
E
:3
:5
V
D E
S C
R
IP
T
IO
N B
Y D
A T
E A
P P
S O
U T
H
W
E S
T
W E
S T
V A
L L E
Y C
IT
Y
U
T
H U
N T
E R
H
IG
H S
C O
O L
S O
F T
B A
L L
D U
G O
U T
S
R E
L E
A S
E D
F O
R Q
U O
T E
S A
H R
N J
-1
-2
A
P L A
N A
N D
E L
E V
A T
IO
N
S
628-2026-04
A2
NORTH DUGOUT
SEE A/A2
KEY PLAN
SOUTH DUGOUT
SEE B/A3
A
NORTH DUGOUT - FLOOR PLAN
SCALE: 1/4" = 1'-0"
A2
A2
TRUE NORTH
TRUE NORTH
BUILDING ELEVATION - WEST
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - EAST
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - SOUTH
SCALE: 1/4" = 1'-0"4
BUILDING ELEVATION - NORTH
SCALE: 1/4" = 1'-0"
A2
REMOVE EXISTING FENCE
EDGE OF EXISTING
CONCRETE
EXISTING CHAINLINK FENCE
AND GATE TO REMAIN
A2
NEW BRICK WALL 12"X4"X4" UTILITY BRICK -
RUNNING BOND. MATCH EXISTING
PRESSBOX BUILDING COLOR
EXISTING ROOF I-BEAM
ABOVE
EXISTING ROOF LINE
ABOVE
EXISTING COLUMNS TO
REMAIN
A2
A2
T.O. BRICK
106'-8"
T.O. SLAB
100'-0"
T.O. BRICK
106'-8"
T.O. FLOOR
100'-0"
A2
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
EXISTING CONCRETE
SLAB
T.O. BRICK
106'-8"
T.O. SLAB
100'-0"
T.O. BRICK
106'-8"
T.O. SLAB
100'-0"
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
BUILDING SECTION
SCALE: 1/4" = 1'-0"
TOP OF WALL DETAIL
SCALE: 1" = 1'-0"
PLAN DETAIL - WALL
SCALE: 1" = 1'-0"10
PLAN DETAIL - CORNER
SCALE: 1" = 1'-0"
TOP OF WALL DETAIL
SCALE: 1" = 1'-0"
9 3/8"
EXISTING ROOF
STRUCTURE
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
24 GA. 2-FLASHING
WRB, TYVEK OR EQ.
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
24 GA. 2-FLASHING
EXISTING ROOF
STRUCTURE
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING COLUMN
BEYOND
T.O. BRICK
106'-8"
T.O. SLAB
100'-0"
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
EXISTING COLUMN
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
EXISTING CHAIN LINK
FENCE
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
190 SERIES LP SMART
SIDE PANEL
EXISTING
STRUCTURAL
COLUMN
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING STRUCTURAL
COLUMN
EXISTING ROOF
STRUCTURE
CONT. SEALANT AND
BACKER ROD
EXISTING ROOF
STRUCTURE
A2
A28
A2
BOTTOM OF WALL DETAIL
SCALE: 1" = 1'-0"
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
12"X4"X4" UTILITY BRICK -
RUNNING BOND
#4 X 6" DOWEL @ 24" O.C. IN
GROUT FILL VOID
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
EXISTING CONCRETE
SLAB
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
A2
3- PARK WAREHOUSE 12' ALUMINUM
BENCH WITH BACKREST OR EQUAL
A2
3/8"3/8" 4
M
IN
M
IN
38 SERIES 'LP' SMARTSIDE
PANEL - PAINTED
WRB, TYVEK OR EQ.
38 SERIES 'LP' SMARTSIDE
PANEL - PAINTED
1 - COURSE OF 12"X4"X4"
UTILITY BRICK- RUNNING
BOND BASE
FILL VOID WITH GROUT
1" MIN
1" MIN
1" MIN
A2
/8
36'-0"
39'-8"
39'-8"
#4 X 12" DOWEL DRILL
& EPOXY EMBED 6" IN
EXITING SLAB 12" O.C.7"
6"
V.I.F.
(2) #4 BARS - CONT
7 3/8" 1'-1 3/8"
9'-4" 9'-8"
EXISTING CONCRETE
FLOOR
NEW CONCRETE
FLOOR AND FOOTING
INSTALL BUTYL TAPE
BETWEEN THE EXIST.
ALUM. COLUMN AND THE
NEW STL. STUDS - TYP.
V .I
.F .6"
EXISTING CONCRETE
SLAB
NEW CONCRETE SLAB
AND FOOTING
REMOVE EXISTING BENCH
NEW CONCRETE SLAB
AND FOOTING
RELOCATE
ELECTRICAL
NEW SWINGING GATE
5'-0"
WRB, TYVEK OR EQ.
GALV. THUR-WALL FLASHING.
INSTALL UNDER WRB
WEEP HOLES @ 32" O.C. TYP.
ABOVE BOT. COURSE
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
3- AAE DUGOUT
STORAGE STORAGE
RACK, DSR-6 OR EQUAL.
PAINTED BLUE
2- HIDEit 8 BAT /
UNIVERSAL BASEBALL
BAT MOUNT OR
EQUAL 5
2- HIDEit 8 BAT /
UNIVERSAL BASEBALL
BAT MOUNT OR
EQUAL
2'-0"
EQUALEQUAL
3- AAE DUGOUT STORAGE STORAGE
RACK, DSR-6 OR EQUAL. PAINTED BLUE
3- AAE DUGOUT
STORAGE STORAGE
RACK, DSR-6 OR EQUAL.
PAINTED BLUE
3- PARK WAREHOUSE 12' ALUMINUM
BENCH WITH BACKREST OR EQUAL
3- PARK WAREHOUSE
12' ALUMINUM BENCH
WITH BACKREST OR
EQUAL
E P
A T
H S
A d m in is tr a ti o n S e rv ic e
\A E
C
S e rv ic e s \C o n s tr u c ti o n P ro je c ts
\C A
D \G
S D
B o rd e r x
.d
O T
D A
T E
/1 /2
O
T T
IM
E
:3
:5
V
D E
S C
R
IP
T
IO
N B
Y D
A T
E A
P P
S O
U T
H
W
E S
T
W E
S T
V A
L L E
Y C
IT
Y
U
T
H U
N T
E R
H
IG
H S
C O
O L
S O
F T
B A
L L
D U
G O
U T
S
R E
L E
A S
E D
F O
R Q
U O
T E
S A
H R
N J
-1
-2
A
P L A
N A
N D
E L
E V
A T
IO
N
S
628-2026-04
A3
T.O. BRICK
106'-8"
T.O. SLAB
100'-0"
B
SOUTH DUGOUT - FLOOR PLAN
SCALE: 1/4" = 1'-0"
A3
A3
A3
TRUE NORTH
BUILDING ELEVATION - NORTH
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - SOUTH
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION - WEST
SCALE: 1/4" = 1'-0"4
BUILDING ELEVATION - EAST
SCALE: 1/4" = 1'-0"
A3
EXISTING CHAINLINK FENCE
AND GATE TO REMAIN
A3
NEW BRICK WALL 12"X4"X4" UTILITY BRICK -
RUNNING BOND. MATCH EXISTING
PRESSBOX BUILDING COLOR
EXISTING ROOF LINE
ABOVE
EXISTING COLUMNS TO
REMAIN
A3
A3
T.O. BRICK
106'-8"
A3
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
EXISTING CONCRETE
SLAB
T.O. BRICK
106'-8"
T.O. BRICK
106'-8"
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
NEW SMARTSIDE
PANEL - PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
BUILDING SECTION
SCALE: 1/4" = 1'-0"
TOP OF WALL DETAIL
SCALE: 1" = 1'-0"
PLAN DETAIL - WALL
SCALE: 1" = 1'-0"10
PLAN DETAIL - CORNER
SCALE: 1" = 1'-0"
TOP OF WALL DETAIL
SCALE: 1" = 1'-0"
9 3/8"
EXISTING ROOF
STRUCTURE
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
38 SERIES 'LP' SMARTSIDE
PANEL - PAINTED
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
EXISTING COLUMN
BEYOND
12"X4"X4" UTILITY BRICK -
RUNNING BOND
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
NEW BRICK WALL
12"X4"X4" UTILITY
BRICK - RUNNING
BOND. MATCH
EXISTING PRESSBOX
BUILDING COLOR
24 GA. 2-FLASHING
38 SERIES 'LP' SMARTSIDE
PANEL - PAINTED
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
24 GA. 2-FLASHING
EXISTING ROOF
STRUCTURE
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING COLUMN
BEYOND
T.O. BRICK
106'-8"
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING ROOF
STRUCTURE
EXISTING CONCRETE
SLAB
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING
STRUCTURAL
COLUMN
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
12"X4"X4" UTILITY BRICK -
RUNNING BOND
8" EXT. GRADE PLYWOOD
OR OSB SHEATHING
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
EXISTING STRUCTURAL
COLUMN
ROOF STRUCTURE
CONT. SEALANT AND
BACKER ROD
ROOF STRUCTURE
A3
A3
BOTTOM OF WALL DETAIL
SCALE: 1" = 1'-0"
NEW LP' SMARTSIDE
PANEL NICKEL GAP.
PAINTED
7"
6"
V.I.F.
(2) #4 BARS - CONT
#4 X 12" DOWEL DRILL
& EPOXY EMBED 6" IN
EXITING SLAB 12" O.C.
8" X 20 GA. GALV. STEEL
RUNNER CHANNEL
8" X 18 GA. GALV. STEEL
STUD @ 24" O.C.
3" 3"
1"
A3
A3
REMOVE EXISTING BENCH
3/8" 3/8"4
M
IN
WRB, TYVEK OR EQ.
M
IN
WRB, TYVEK OR EQ.
INSTALL BUTYL TAPE
BETWEEN THE EXIST.
ALUM. COLUMN AND THE
NEW STL. STUDS - TYP.
1" MIN
1" MIN
1 - COURSE OF 12"X4"X4"
UTILITY BRICK- RUNNING
BOND BASE
1" MIN
1" MIN
5'-0"
A3
V .I
.F
EXISTING ROOF I-BEAM
ABOVENORTH DUGOUT
SEE A/A2
KEY PLAN
SOUTH DUGOUT
SEE B/A3
TRUE NORTH
6"
40'-4"
36'-0"1'-6 3/4" 9 1/4"
40'-4"
9'-4"10'-0"
REMOVE EXISTING FENCE
EXISTING CONCRETE
FLOOR
NEW CONCRETE
FLOOR AND FOOTING
EXISTING CONCRETE
SLAB
NEW CONCRETE SLAB
AND FOOTING
NEW CONCRETE SLAB
AND FOOTING
RELOCATE
ELECTRICAL
NEW SWINGING GATE
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
T.O. SLAB
100'-0"
T.O. SLAB
100'-0"
T.O. SLAB
100'-0"
T.O. SLAB
100'-0"
T.O. SMARTSIDE PNL.
VARIES (V.I.F)
12"X4"X4" UTILITY BRICK -
RUNNING BOND
#4 X 6" DOWEL @ 24" O.C. IN
GROUT FILL VOID
GALV. STRAP ANCHOR @
24" O.C. HORZ. AND 16" O.C.
VERT.
FILL VOID WITH GROUT
WRB, TYVEK OR EQ.
GALV. THUR-WALL FLASHING.
INSTALL UNDER WRB
WEEP HOLES @ 32" O.C. TYP.
ABOVE BOT. COURSE
REMOVE EXISTING FENCE
3- AAE DUGOUT
STORAGE STORAGE
RACK, DSR-6 OR EQUAL.
PAINTED BLUE
2- HIDEit 8 BAT /
UNIVERSAL BASEBALL
BAT MOUNT OR
EQUAL
2- HIDEit 8 BAT /
UNIVERSAL BASEBALL
BAT MOUNT OR EQUAL
EQUALEQUAL
3- AAE DUGOUT
STORAGE STORAGE
RACK, DSR-6 OR EQUAL.
PAINTED BLUE
3- PARK WAREHOUSE 12' ALUMINUM
BENCH WITH BACKREST OR EQUAL
3- AAE DUGOUT STORAGE STORAGE
RACK, DSR-6 OR EQUAL. PAINTED BLUE
3- PARK WAREHOUSE 12' ALUMINUM
BENCH WITH BACKREST OR EQUAL
3- PARK WAREHOUSE
12' ALUMINUM BENCH
WITH BACKREST OR
EQUAL
2'-0"
2'-0"
File details come from the government source that posted it. Updated .