Plans - 492M51 - Maquoketa Garage - 15 Stall.pdf
PDF 364 KB Posted
- Solicitation number
- 645-RFB-2156-2026
- Issued by
- Jasper County, Maharishi Vedic City, Iowa
About this file
This is a set of architectural plan drawings for the Iowa Department of Transportation's Maquoketa Maintenance Garage roof replacement project (BG-1M51 (010)--80-49), located at 2893 Highway 61, Maquoketa, Iowa 52060. The project involves complete removal and replacement of the existing EPDM roof system, including demolition of the current membrane, ballast, insulation, and vapor barrier down to the roof deck, followed by installation of a new 60-mil EPDM membrane with expanded polyisocyanurate insulation rated to a minimum R-30, a new vapor barrier, and 10 pounds per square foot of washed 3/4" to 1" river rock ballast. The drawings include five sheets: a cover sheet, general notes and abbreviations, demolition roof plan and details, construction roof plan and details, and detailed cross-sections. The project requires installation of six new collector heads and downspouts, new prefinished metal coping, precast concrete pavers at specified perimeter locations, and flashing work in accordance with SMACNA standards. All work must be performed by manufacturer-certified installers, with completion required by May 30, 2026, following a project start after contract award. Pre-bid site visits are scheduled for October 8 and October 9, 2025.
The contractor must verify all field dimensions, roof slopes, and existing equipment locations prior to beginning work and notify the project manager of any discrepancies. Existing roof penetrations and equipment, including a 4-inch soil pipe and wall-mounted antenna mount with cable, are to remain in place. The contractor is responsible for all debris removal to an EPA-compliant waste management facility, structural repairs and notifications, and securing adequate temporary utilities. The contract specifies that the General Conditions of AIA Document A201 (latest edition) will apply, and contractors must be registered with the Iowa Division of Labor. Monthly payments will cover 97 percent of performed work value, including acceptable materials stored on-site. A performance and payment bond may be required if the contract exceeds $25,000. Davis-Bacon wages do not apply to this project. Bidders should note that the Iowa DOT is a tax-exempt agency with specific administrative requirements for contractors.
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Other files
| File | Type | Posted |
|---|---|---|
| Project Manual - Maquoketa Maintenance Garage Ballasted EPDM Roof Replacement.pdf | ||
| A101_2017 sample.pdf | ||
| 1342285-event.pdf |
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Text version
LOCATION:
PROJECT:
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
5/
/2
1:
:3
PM
MAQUOKETA GARAGE ROOF REPL
BG-1M51 (010)--80-49
2893 HWY 61 MAQUOKETA, IA 52060
INDEX OF DRAWINGS
NO.: SHEET NAME:
A01 COVER
A02 GENERAL NOTES, LEGEND, ABBREVIATIONS
A03 DEMO ROOF PLAN AND DETAILS
A04 CONSTRUCTION ROOF PLAN AND DETAILS
A05 DETAILS
SH
EE
T
SI
ZE
: 2 x
SYMBOLS LEGEND:
NORTH ARROW
A101
SIM
SECTION
SHEET NUMBER
A101
1Ref
1 R ef 1 R ef
1Ref
EXTERIOR ELEVATION
ELEVATION
SHEET NUMBER
A101
Ref View Name
R ef
Vi ew
N am e
1 Ref View Name
R ef
Vi ew
N am e
INTERIOR ELEVATION
ELEVATION
SHEET NUMBER
A101
SIM DETAIL
SHEET NUMBER
Name Elevation
SPOT ELEVATION
1i WALL PARTITION TYPE
101 DOOR OPENING NUMBER
1t WINDOW TYPE
WINDOW OPENING NUMBER
Room name
ROOM NAME
ROOM NUMBER
MATERIALS LEGEND:
ASPHALT
SOIL
GRAVEL
SAND GRAVEL
BRICK
CONCRETE
CMU
WOOD STUD
METAL STUD
BATT INSULATION
RIGID
PLYWOOD
GYPSUM
ABBREVIATIONS:
A
A ASTRAGAL
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
ALUM ALUMINUM
& AND
APPROX APPROXIMATE
ARCH ARCHITECT
B
B BASE
BLDG BUILDING
BLKG BLOCKING
BO BY OTHERS
BOT BOTTOM
BRD BOARD
BRK BRICK
BSMT BASEMENT
BUR BUILT-UP ROOFING
C
C CARPET, CORNICE
CB CATCH BASIN
CFMF COLD FORMED METAL FRAMING
CH CEILING HEIGHT
CI CAST IRON
CJ CONTROL JOINT
CL CENTER LINE, CLOSET
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CP CEILING PAINT
CT CERAMIC TILE
CVB COVED VINYL BASE
D
D DOOR, DRYER
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIAG DIAGONOL
DIAM DIAMETER
DIM DIMENSION
DISP DISPOSAL
DTL DETAIL
DW DISHWASHER
DWG DRAWING
E
EA EACH
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATOIN
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXT EXTERIOR
F
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FF FINISHED FLOOR, FACTORY FINISH
FIN FINISH
FL FLOOR
FOW FACE OF WALL
FT FOOT
FTG FOOTING
G
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLASS/GLAZING
GWB GYPSUM WALL BOARD
GYP GYPSUM
GYP BD GYPSUM BOARD
H
HB HOSE BIB
HDW HARDWARE
HDWD HARDWOOD
HM HOLLOW METAL
HOR HORIZONTAL
HT HEIGHT
HVAC HEATING, VENTILATION, AIR CONDITIONING
I
ID INSIDE DIAMETER
INS INSULATE (D)
INT INTERIOR
IJ ISOLATION JOINT
J
JAN JANITOR
JT JOINT
K
KIT KITCHEN
L
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LT LIGHT
LT GA LIGHT GAUGE
LVR LOUVER
M
M MIRROR
MANUF MANUFACTURER FINISH
MAX MAXIMUM
MB MARBLE
MC MECHANICAL CONTRACTOR
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MOLDING
MTD MOUNTED
MTL METAL
N
NATF NATURAL FINISH
NIC NOT IN CONTRACT
NOM NOMINAL
NS NO SILL
NSF NET SQUARE FOOTAGE
NTS NOT TO SCALE
NUM NUMBER
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OPPOSITE HAND
OHD OVERHEAD DOOR
OPG OPENING
OPP OPPOSITE
P
P PAINT, PANEL MOLDING
PL PLASTIC LAMINATE
PLC POLYCARBONATE
PLYWD PLYWOOD
PNL PANEL
PR PAIR
PT POINT
PTD PAINTED
PTN PARTITION
PVC POLYVINYL CHLORIDE
Q
QT QUARRY TILE
R
R RISER, CHAIR RAIL, RADIUS
RD ROOF DRAIN
RE REFER TO
REF REFERENCE, REFRIDGERATOR
REINF REINFORCED
RESIL RESILIENT
RO ROUGH OPENING
REQ REQUIRED
REV REVISION
RM ROOM
S
SC SOLID CORE, SKIM COAT
SECT SECTION
SF SQUARE FEET
SH SHELVES
SHR SHOWER
SIM SIMILAR
SLR SEALER
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL, SERVICE SINK
ST STONE
STL STEEL
STN STAINED
STOR STORAGE
STRUC STRUCTURAL
T
T TREAD, DOOR OPENING, OR WINDOW TRIM
TEL TELEPHONE
TEMP TEMPERED
TF TRANSPARENT FINISH
THK THICKNESS
TOC TOP OF CONCRETE
TOW TOP OF WALL
-X TYPE X
TYP TYPICAL
U
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VT VINYL TILE
VTR VENT THROUGH ROOF
W
W WASHER
W/ WITH
WC WATER CLOSET, WALL COVERING
WD WOOD
WF WOOD FLOORING
W/O WITHOUT
WP WATERPROOF
WR WATER RESISTANT
WT WEIGHT
GENERAL NOTES:
1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA
DOCUMENT A201 LATEST EDITION) WILL APPLY TO THIS CONTRACT
2. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION
3. THE CONTRACTOR SHALL REVIEW PLANS AND THE AREA OF
CONSTRUCTION CAREFULLY TO ENSURE FULL UNDERSTANDING OF EXACT
SCOPE OF WORK
4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE PROJECT
MANAGER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK.
NO CHANGES SHALL BE MADE TO ANY PLAN WITHOUT PRIOR COMMENT OF
THE DESIGNER
5. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS,
HEAT AND WATER THROUGHOUT THE SPACE UNDER CONSTRUCTION IF
REQUIRED
6. THE CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND
WASTE MATERIALS FOR WORK
7. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY AND
WHAT IS CALLED FOR BY ONE WILL BE BINDING AS IF CALLED BY ALL
8. THE CONTRACTOR SHALL OBTAIN FULL KNOWLEDGE BY PERSONAL AND
CAREFUL EXAMINATION OF ALL EXISTING CONDTIONS AT THE SITE AND OF
ALL REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS. THE
CONTRACTOR HEREBY ACCEPTS ALL SUCH CONDITIONS AND
REQUIREMENTS AND HEREBY ASSUME ALL RESPONSIBILITY AND COSTS
RESULTING FROM THE CONTRACTORS FAILURE TO OBTAIN KNOWLEDGE OF
THEM
9. WHERE THE TERM "OR EQUAL" IS USED IN SPECIFICATIONS, IT SHALL BE
UNDERSTOOD THAT THE REFERENCES IS MADE TO THE RULING AND
JUDGEMENT OF THE OWNER AND SHALL BE SUBMITTED TO THE
PURCHASING AGENT FOR REVIEW PRIOR TO BID LETTING
10. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS. IF
THERE ARE DISCREPANCIES, CONTACT THE PROJECT MANAGER BEFORE
PROCEEDING.
SHEET
DATE:
x
Sh ee t I ow a D
O T
RE
VI
SI
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NS
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
5/
/2
1:
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PM
M
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R O
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AL
N O
TE
S, L
EG
EN
D
, A
BB
R
EV
IA
TI
O N
S28
H W
Y
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AQ
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TA
, I A
28 MAY 2025
A02
BG-1M51 (010)--80-49
JACKSON 6
N O
D
A T E:
BY
D E S
C R
IP
TI
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REMOVE METAL COPING -
TYP
REMOVE FLASHINGS,
COLLECTOR HEADS AND
DOWNSPOUTS
REMOVE BALLAST, EPDM
MEMBRANE, INSULATION,
AND VAPOR BARRIER TO
ROOF DECK
4" SOIL PIPE TO REMAIN
WALL MOUNTED
ANTENNA MOUNT
AND CABLE TO
REMAIN
REMOVE BALLAST, EPDM
MEMBRANE, INSULATION,
AND VAPOR BARRIER TO
ROOF DECK
WIND UPLIFT DIAGRAM:
SHEET
DATE:
x
Sh ee t I ow a D
O T
RE
VI
SI
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NS
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
5/
/2
1:
:3
PM
M
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R O
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O R
O O
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PL
AN
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N D
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28 MAY 2025
A03
BG-1M51 (010)--80-49
JACKSON 6
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ROOF
SLOPES AND LOCATIONS OF ROOF SYSTEMS
2. EXISTING ROOF EQUIPMENT TO REMAIN. ALL EQUIPMENT
SHOWN IS APPROXIMATE IN SIZE AND LOCATION, VERIFY ALL
EXISTING PENETRATIONS PRIOR TO INSTALLATION
3. SECURE AND EXTEND ALL ROOF PVC PLUMBING VENTS TO A
MINIMUM OF 2"-6" ABOVE THE ROOF WITH SIMILAR MATERIALS
TO EXISTING
4. ROOF HEIGHT 25' TYPICAL
5. STRIP ROOF TO ROOF DECK. STAGGER ALL JOINTS.
6. REMOVE ALL TRASH AND DEBRIS TO A WASTE MANAGEMENT
FACILITY PER EPA REQUIREMENTS
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL
ADDITIONAL DEBRIS AND DISPOSAL OFF SITE
8. STRUCTURAL ISSUES AND REPAIRS ARE NOT INCLUDED IN
THIS PROPOSAL. CONTRACTOR TO NOTIFY OWNER
IMMEDIATELY OF THESE ISSUES
9. CONTRACTOR TO FIX, PATCH, REINFORCE AND REPAIR
EXISTING ROOF (AFTER NOTICING OWNER) PRIOR TO
INSTALLATION OF EPDM ROOFING SYSTEM
DEMO NOTES:
1/8" = 1'-0"1 EXISTING / DEMO ROOF
N O
D
A T E:
BY
D E S
C R
IP
TI
O
SL
O
PE
M
IN
/4 " P
ER
2"
SL
O
PE
M
IN
/4 " P
ER
2"
SL
O
PE
M
IN
/4 " P
ER
2"
SLOPE
MIN 1/4" PER 12"
SLOPE
MIN 1/4" PER 12"
SLOPE
MIN 1/4" PER 12"
NEW ROOF SURFACE TO BE BALLASTED 60 MIL EPDM MEMBRANE OVER
EXPANDED POLYISOCYANURATE INSULATION OVER VAPOR BARRIER.
PROVIDE MINIMUM LTTR OF R-30.
A05
A05
44' - 0" 101' - 0"
145' - 0"
7'
6"
4' - 0" 35' - 0"
8' - 0" 35' - 0"
A05
A05
A05
A05
6'
9"
40' - 0" 101' - 0"
A05
A05
PROVIDE NEW COLLECTOR HEAD AND
DOWNSPOUTS (6) SIX TOTAL
4" SOIL PIPE
COPING WIDTH VARIES
- VERIFY
COPING WIDTH VARIES -
VERIFY
COPING JOINTS AND
WIDTHS VARY - VERIFY
COPING JOINTS AND
WIDTHS VARY - VERIFY
PROVIDE 16" X 16" X 2"
PRECAST CONCRETE PAVERS
TO 8' FROM EDGE OF CORNERS
AND WITHIN 2' OF EDGE ALONG
PERIMETER @ 3'-0" O.C.
MAINTAIN MIN. 6" FROM
PARAPET EDGE.
WALL MOUNTED
ANTENNA
MOUNT
SHEET
DATE:
x
Sh ee t I ow a D
O T
RE
VI
SI
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NS
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
5/
/2
1:
:3
PM
M
AQ
U O
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TA
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R O
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ST
R U
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R O
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PL
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D D
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28 MAY 2025
A04
BG-1M51 (010)--80-49
JACKSON 6
1/8" = 1'-0"1 ROOF PLAN
CONSTRUCTION NOTES:
1. FURNISH AND INSTALL EPDM MEMBRANE ROOF SYSTEMS.
2. PROVIDE NEW INSULATION THROUGHOUT FOR TOTAL
LATTER OF R-30 MIN
3. COAT FLASHINGS AND CURBS AS RECOMMENDED BY EPDM
MEMBRANE ROOF MANUFACTURER.
4 VENT CURBS FOR ADDITIONAL INSULATION AS NECESSARY.
5. PROVIDE NEW FLASHING.
6. CONTINUE ROOF MEMBRANE OVER PARAPET WALLS AND
SECURE UNDER METAL COPING.
7. LOAD PRODUCT ONTO THE ROOF AND STAGE AS NEEDED.
8. WORK TO BE COMPLETED BY INSTALLERS CERTIFIED BY
MANUFACTURER OF ROOFING SYSTEM. CONTRACTOR TO
PROVIDE CERTIFICATION FROM MANUFACTURER PRIOR TO
INSTALLATION.
9. REMOVE ALL TRASH AND DEBRIS TO A WASTE MANAGEMENT
FACILITY PER EPA REQUIREMENTS.
11 CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL
ADDITIONAL DEBRIS AND DISPOSAL OFF SITE.
12. STRUCTURAL ISSUES AND REPAIRS ARE NOT INCLUDED IN
THIS PROPOSAL. CONTRACTOR TO NOTIFY OWNER
IMMEDIATELY OF THESE ISSUES.
13. WALL THICKNESS VARIES - CONTRACTOR TO VERIFY
WIDTHS OF COOPING.
14. ROOF DECK IS STRUCTURALLY SLOPED TOWARDS
SCUPPERS, MAINTAIN CRICKETS AND TAPER INSULATION AT
SCUPPERS
15. FOLLOW SMACNA STANDARDS FOR COPING AND DETAILING
SCUPPER AND DOWNSPOUTS.
N O
D
A T E:
BY
D E S
C R
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TI
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NEW PREFINISHED
METAL COPING
EXISTING PRECAST
CONC."T"
ROOF PANEL
EXISTING TRTD
PARAPET
NEW 60 MIL EPDM
MEMBRANE
EXISTING 5/8
PLYWD SHEATHING
EXISTING PRECAST
CONC. WALL
EXISTING TRTD
LUMBER
WRAP EPDM OVER
PARAPET
MIN. R-30 LTTR
POLYISOCYANURATE
ROOF INSULATION
10 LBS/SF WASHED
3/4"-1" RIVER ROCK
BALLAST
SBS 40 MIL SHEET
SELF ADHERING
POLYETHYLENE
RUBBERIZED
BITUMEN MEMBRANE
1/4" PRIMED BOARD
PRECAST CONCRETE
PAVER OVER FABRIC
PROTECTIVE MAT - TYP 6"
NEW PREFINISHED
METAL COPING
VARIED SLOPES TO PROVIDE
POSITIVE DRAINAGE TO
SCUPPERS. TAPER INSUL. AS
NEEDED FOR COPING
CLEARANCE.
EXISTING PRECAST CONC. "T"
ROOF PANEL
EXISTING TRTD
PARAPET
NEW 60 MIL EPDM MEMBRANE
EXISTING
PRECAST CONC.
WALL
EXISTING TRTD
LUMBER
WRAP EPDM
MEMBRANE OVER
PARAPET
MIN. R-30 LTTR
POLYISOCYANURATE ROOF
INSULATION MAINTAIN CRICKET
EXISTING PLYWOOD
SBS 40 MIL SHEET SELF
ADHERING POLYETHYLENE
RUBBERIZED BITUMEN
MEMBRANE
10 LBS/SF WASHED 3/4"-1"
RIVER ROCK BALLAST10
LBS/SF WASHED 3/4"-1" RIVER
ROCK BALLAST
1/4" PRIMED BD
PRECAST CONCRETE PAVER
OVER FABRIC PROTECTIVE
MAT - TYP
6"
NEW METAL COPING OVER
SCUPPER OPENING
PROVIDE THRU-WALL METAL
FLASHING. ADHERE MEMBRANE
TO INSIDE WALL OF PARAPET
AND THRU SCUPPER OPENING
WITH BONDING ADHESIVE
TAPER NEW INSUL. TO
EXISTING SCUPPER -
MIN. - R-30
POLYISOCYANURATE
LTTR
EXISTING PRECAST
CONC. "T" ROOF
PANEL
EXISTING TREATED
PARAPET ABOVE
SCUPPER
60 MIL EPDM
MEMBRANE
PROVIDE NEW
PREFINISHED METAL
COLLECTOR HEAD AND
DOWNSPOUTS TYP.
EXISTING PRECAST
WALL
SBS 40 MIL SHEET
SELF ADHERING
POLYETHYLENE
RUBBERIZED
BITUMEN MEMBRANE
WRAP JAMBS WITH PREFINISHED
METAL AND OVERLAP WITH
MEMBRANE FLASHING
3/4"-1" WASHED
RIVER ROCK BALLAST
@ 10 LBS/SF
PERFORATED GRAVEL
STOP FASTENED TO
NEW WOOD BLOCKING
PRECAST CONCRETE
PAVER OVER FABRIC
PROTECTIVE MAT - TYP
6"
POLYISOCYANUTE
ROOF INSULATION -
TAPER TO FORM
CRICKET - MIN. R30
LTTR
MIN. R-30 LTTR
POLYISO ROOF
INSULATION
EXISTING PRECAST
CONCRETE "T" PANEL
60 MIL EPDM
FULLY ADHERED VAPOR
BARRIER BASE SHEET
PER EPDM MANUF.
EXISTING PRECAST WALL
SBS 40 MIL SHEET SELF
ADHERING POLYETHYLENE
RUBBERIZED BITUMEN
MEMBRANE REFER TO SPEC
EXISTING TREATED WOOD
BLOCKING
3/4" -1" WASHED RIVER ROCK
BALLAST @ 10 LBS / SF
SHEET
DATE:
x
Sh ee t I ow a D
O T
RE
VI
SI
O
NS
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
5/
/2
1:
:3
PM
M
AQ
U O
KE
TA
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R O
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AQ
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28 MAY 2025
A05
BG-1M51 (010)--80-49
JACKSON 6
N O
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BY
D E S
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1 1/2" = 1'-0"1 END WALL PARAPET
1 1/2" = 1'-0"2 PARAPET AT CRICKET
1 1/2" = 1'-0"3 PARAPET AT SCUPPER
1 1/2" = 1'-0"4 CRICKET AT ROOF JUNCTION
| Sheets |
| A01 - COVER |
| A02 - GENERAL NOTES, LEGEND, ABBREVIATIONS |
| A03 - DEMO ROOF PLAN AND DETAILS |
| A04 - CONSTRUCTION ROOF PLAN AND DETAILS |
| A05 - DETAILS |
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