PLANS KNOXVILLE ROOF.pdf
PDF 2 MB Posted
- Solicitation number
- 645-RFB-2526-2026
- Issued by
- Lyon County, Iowa
About this file
This file comprises the architectural and engineering plans for the Knoxville Maintenance Garage EPDM Roof Replacement project under the Iowa Department of Transportation's Resources & Acquisitions Bureau. The project is located at 300 Weiler Drive, Knoxville, Iowa 50138, in Marion County, District 5, with project number BG-2K21 (011)--80-63. The scope of work involves the complete removal of the existing EPDM membrane roofing system, retention of existing rigid polyisocyanurate insulation layers, removal and salvage of ballast and pavers for reinstallation, and installation of a new EPDM membrane with 1.5 inches of additional polyisocyanurate insulation to achieve a minimum R-30 thermal rating for Climate Zone 5. The project includes removal of existing coping systems, flashing, and downspouts at scuppers; installation of new metal coping and flashing systems; and extension or reinstallation of roof-mounted equipment such as vents, antennas, and TV support structures. The roof area encompasses approximately 101 feet by 80 feet with varying panel configurations and slopes, requiring taper insulation and new build-up at sloped areas to ensure positive drainage. The plans indicate demolition and reconstruction details at multiple panel intersections and scupper locations, with specifications referencing wind uplift resistance requirements that the contractor must verify and document through submittal documentation.
The specification documents require that all work conform to the 2024 International Building Code, 2024 International Fire Code, 2012 International Energy Conservation Code, 2010 NFPA 101 Life Safety Code, 2021 International Mechanical Code, and other applicable Iowa administrative codes. The contractor must provide certification from the roofing system manufacturer that installation personnel are certified prior to work commencement and must submit wind load calculations for design verification. Existing conditions include precast concrete roof panels, concrete wall panels of varying thicknesses (9 to 12 inches), existing wood blocking, and fully adhered vapor barriers to be retained. The contractor is responsible for field verification of all dimensions, roof slopes, and system locations; coordinating debris removal to a waste management facility per EPA requirements; providing weather-proofing tarps during construction; and immediately notifying the project manager of any structural issues or damage to existing items not designated for removal. All salvaged materials, including ballast, pavers, and roof-mounted equipment, must be reinstalled upon completion, with the contractor responsible for acquiring and installing additional ballast and pavers as required to meet specified wind uplift resistance criteria. The plans were dated January 8, 2026, and issued by the Iowa Department of Transportation Resources & Acquisitions Bureau.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| PROJECT MANUAL KNOXVILLE ROOF.pdf | ||
| 1372175-event.pdf | ||
| A101_2017 sample.pdf | ||
| Pre-Bid Request for Approval of Products or Materials.pdf |
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Text version
BUILDING LOCATION
ON SITE
REGIONAL PLAN
4 5
MARION
OSCEOLALYON
DICKENSON
CRAWFORD
OBRIEN
CHEROKEE
SIOUX
EMMET
KOSSUTH
WINNEBAGO WORTH MITCHELL HOWARD
CLAY
MONONA
PLYMOUTH
BUENA VISTA POCAHONTAS
PALO ALTO
HUMBOLT WRIGHT FRANKLIN
FLOYD CHICKASAW
WINNESHIEK ALLAMAKEE
FAYETTE CLAYTON
BREMER
BUTLER
BLACK HAWK
CARROL
WOODBURY IDA SAC CALHOUN
HANCOCK CERRO GORDO
GREENE BOONE STORY MARSHALL
TAMA
GRUNDYHARDINHAMILTONWEBSTER
POWESHIEKJASPERPOLK
SCOTT
CLINTON
JACKSON
DUBUQUEDELAWAREBUCHANAN
JONES
CEDAR
LINN
BENTON
IOWA
JOHNSONHARRISON
POTTAWATTAMIE
MILLS
FREMONT
MADISON
DALLAS
GUTHRIEAUDUBON
SHELBY
CASS
ADAIR
UNIONADAMS
MONTGOMERY
PAGE TAYLOR RINGGOLD
WAREN MARION
LUCASCLARKE
DECATUR WAYNE
LEE
DES MOINES
LOUISA
MUSCATINE
WASHINGTONKEOKUKMAHASKA
HENRY
JEFFERSONWAPELLOMONROE
APPANOOSE DAVIS VAN BUREN
IOWA COUNTY AND DISTRICT KEY
INDEX OF DRAWINGS
NO SHEET NAME
A001 COVER
A002 GENERAL NOTES, LEGEND, ABBREVIATIONS
A101 DEMO PLAN
A102 DEMO DETAILS
A103 PLAN
A104 DETAILS
A105 DETAILS
PROJECT:
Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
/1
/2
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A
M
D5 KNOXVILLE MG ROOF REPLACEMENT
BG-2K21 (011)--80-63
300 Weiler Dr. Knoxville, IA 50138
ABBREVIATIONS:
A
ABV ABOVE
A, AST ASTRAGAL
ACT ACOUSTICAL TILE
ACP ACOUSTICAL PANEL
ADJ ADJUSTABLE
ADD, ADDL ADDITIONAL
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ALT ALTERNATE
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECT
AUTO AUTOMATIC
A/C AIR CONDITIONING
AVG AVERAGE
AWNG AWNING
B
B BASE
BD BOARD
BITUM BITUMINIOUS
BLDG BUILDING
BLK BOCK
BLKG BLOCKING
BLW BELOW
BLVD BOULEVARD
BO BY OTHERS
BOT BOTTOM
BRK BRICK
BSMT BASEMENT
BUR BUILT-UP ROOFING
BYND BEYOND
C
CAB CABINET
CALC CALCULATION
CB CATCH BASIN
CFMF COLD FORMED METAL FRAMING
CI CAST IRON
CIP CAST IN PLACE (CONCRETE)
CIR CIRCLE
CJ CONTROL JOINT
CL CENTER LINE, CLOSET
CLG, CLNG CEILING
CLNG HGT CEILING HEIGHT
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR, CORRIGATED
CPT CARPET
CT CERAMIC TILE
CUFT CUBIC FOOT
CUYD CUBIC YARD
CVB COVED VINYL BASE
D
D DRYER, NAIL SIZE
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DIAG DIAGONOL
DIA DIAMETER
DIM DIMENSION
DISP DISPOSAL
DN DOWN
DR DOOR
DS DOWN SPOUT
DT DRAIN TILE
DTL DETAIL
DW DISHWASHER
DWG DRAWING
E
E EAST
EA EACH
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EXHST EXHAUST
EXIST EXISTING
EXT EXTERIOR
F
FAC FACTORY
FBO FURNISHED BY OTHERS
FCTY FACTORY
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FIN. FLOOR, FIN. FACE, FTY. FIN.
FFE FINISHED FLOOR ELEVATION
FIN FINISH
FIXT FIXTURE
FLR FLOOR
FLOR FLUORESCENT
FLASH FLASHING
FT FEET, FOOT
FTG FOOTING
FND FOUNDATION
FTY FACTORY
FRM FRAME
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOW FACE OF WALL
FOS FACE OF STUD
FUR FURRING
G
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLASS/GLAZING
GLU LAM GLUE LAMINATED BEAM
GWB GYPSUM WALL BOARD
GYP GYPSUM
GYP BD GYPSUM BOARD
H
HB HOSE BIB
HC HOLLOW CORE
HDW, HDWR HARDWARE
HDWD HARDWOOD
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING, VENTILATION, AIR CONDITIONING
I
ID INSIDE DIAMETER
INCL INCLUDED
INSUL INSULATION
INT INTERIOR
IJ ISOLATION JOINT
IRGWD IMPACT RESISTANT GYP BD
J
JAN JANITOR
JT JOINT
K
KD KILN DRIED
KIT KITCHEN
L
L LENGTH
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LB(S) POUND(S)
LF LINEAL FEET
LL LIVE LOAD
LH LEFT HAND
LVL LAMINATED VENEER LUMBER
LT LIGHT
LT GA LIGHT GAUGE
LVR LOUVER
M
MAU MAKE-UP AIR UNIT
MAX MAXIMUM
MAX MAXIMUM
MBR MEMBER
MDF MEDIUM DENSITY FIBERBOARD
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFR, MFG MANUFACTURER
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MOD MODULE, MODIFY
MTD MOUNTED
MTL METAL
MLB MICRO LAMINATE BEAM
N
NIC NOT IN CONTRACT
NOM NOMINAL
NSF NET SQUARE FOOTAGE
NTS NOT TO SCALE
NO NUMBER
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OPPOSITE HAND
OVHD OVERHEAD DOOR
OPNG OPENING
OPP OPPOSITE
P
P, PT PAINT
PLAS PLASTER
PLAM PLASTIC LAMINATE
PLC POLYCARBONATE
PLYWD PLYWOOD
PNL PANEL
POLYISO POLYISOCYANURATE INSULATION
PR PAIR
PCF POUNDS PER CUBIC FOOT
PREFAB PREFABRICATED
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PTN PARTITION
PL PROPERTY LINE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
Q
QT QUARRY TILE
QTY QUANTITY
R
R RISER, RADIUS
RAD RADIUS
RD ROOF DRAIN
RE REFER TO
REF REFERENCE, REFRIGERATOR
REINF REINFORCED
RESIL RESILIENT
RO ROUGH OPENING
REQ REQUIRED
REV REVISION
RM ROOM
RTU ROOF TOP UNIT
S
SAP SOUND ABSORBING TILE
SC SOLID CORE, SKIM COAT, SEALED
CONCRETE
SCH SCHEDULE
SECT SECTION
SF SQUARE FEET
SH SHELVES
SHWR SHOWER
SIM SIMILAR
SLR SEALER
SKL SKYLIGHT
SPEC SPECIFICATION
SQ SQUARE
SQFT SQUARE FEET
SS STAINLESS STEEL, SERVICE SINK
STD STANDARD
STL STEEL
STN STAINED
STOR STORAGE
STRUCT STRUCTURAL
SYS SYSTEM
T
T TREAD
TEL TELEPHONE
TEMP TEMPERED
THK THICKNESS
TOC TOP OF CONCRETE
TOW TOP OF WALL
TOP TOP OF PANEL
TS TUBULAR STEEL
TYP TYPICAL
T&G TONGUE AND GROOVE
U
UL UNDERWRITERS LABORATORY
UNF UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
VB VAPOR BARRIER
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VT VINYL TILE
VTR VENT THROUGH ROOF
W
W WASHER
WDW WINDOW
WC WATER CLOSET, WALL COVERING
WD WOOD
WDFL WOOD FLOORING
WH WATER HEATER
WP WATER PROOF
WR WATER RESISTANT
WRGP WATER RESISTANT GYPSUM BOARD
WT WEIGHT
W/ WITH
W/O WITHOUT
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 CONDITIONS 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.
MATERIALS LEGEND:
SOIL
GRAVEL
SAND GRAVEL
BRICK
CONCRETE
CMU
WOOD STUD
METAL STUD
INSULATION, BATT
INSULATION, RIGID
PLYWOOD
GYPSUM
SYMBOLS LEGEND:
NORTH ARROW
A101
SIM
SECTION
SHEET NUMBER
A101
1Ref
1 R e f
1 R e f
1Ref
EXTERIOR ELEVATION
ELEVATION
SHEET NUMBER
A101
Ref View Name
R e f
V ie w N a m e
1 Ref View Name
R e f
V ie w N a m 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
SHEET
DATE:
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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A
M
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N O
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IL
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M G
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R E
P L A
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M E
N T
G E
N E
R A
L N
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L E
G E
N D
A
B B
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V
IA
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W e ile r D r.
K n o x v ill e
IA
08 JAN 2026
A002
BG-2K21 (011)--80-63
MARION 5
N O
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A T
E
B Y
D
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C R
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REFERENCE CODES, GUIDELINES AND ACTS
THE FOLLOWING CODES AND GUIDELINES, AS ADOPTED AND
AMENDED BY THE STATE OF IOWA AND THE IOWA DEPARTMENT
OF INSPECTIONS, APPEALS AND LICENSING ARE APPLICABLE TO
THIS PROJECT:
IOWA CODE: CHAPTER 103A - STATE BUILDING CODE
2024 INTERNATIONAL BUILDING CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS
661-201 AND 661-301
2024 INTERNATIONAL FIRE CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS
661-201
2012 INTERNATIONAL ENERGY CONSERVATION CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS
661-301
2012 NFPA 101 LIFE SAFETY CODE -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS
661-205
2010 AMERICANS WITH DISABILITIES ACT -
AS ADOPTED BY IOWA ADMINISTRATIVE RULE CHAPTERS
661-302
2021 INTERNATIONAL MECHANICAL CODE -
AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH
IOWA ADMIN RULE 641-61
2021 UNIFORM PLUMBING CODE -
AS ADOPTED BY IOWA DEPARTMENT OF PUBLIC HEALTH
IOWA ADMIN RULE 641-25
2020 NATIONAL ELECTRIC CODE -
AS ADOPTED BY THE STATE ELECTRICAL LICENSING BOARD
IOWA ADMIN RULE 661-504
STATE OF IOWA HAS ADOPTED THE CODES LISTED. IT IS
RECOMMENDED THAT APPLICANTS REVIEW THE IOWA
ADMINISTRATIVE CODE FOR ANY MODIFICATIONS OR
AMENDMENTS. THE ADMINISTRATIVE CODE CAN BE VIEWED AT:
WWW.LEGIS.IOWA.GOV
HTTPS://DIAL.IOWA.GOV/LICENSES/BUILDING/PLAN-REVIEW
ROOF NOTES:
1. REMOVE AND SAVE BALLAST FOR REUSE.
2. REMOVE EXISTING ADHERED EPDM
MEMBRANE, FASTENERS AND FIBER BOARD.
RETAIN EXISTING INSULATION.
REMOVE
PAVERS AND
SAVE FOR
REUSE, TYP.
EXIST. TV ANTENNA AND
SUPPORT TO BE REMOVED BY
THE ROOFING CONTRACTOR.
SALVAGE FOR REINSTALLATION
AFTER NEW ROOFING IN PLACE,
BY ROOFING CONTRACTOR.
ROOF NOTES:
1. REMOVE AND SAVE BALLAST
FOR REUSE.
2. REMOVE EXISTING ADHERED
EPDM MEMBRANE, FASTENERS
AND FIBER BOARD. RETAIN
EXISTING INSULATION.
REMOVE COPING SYSTEM
AT PERIMETER, TYP.
REMOVE FLASHING,
COLLECTOR HEADS AND
DOWNSPOUTS AT SCUPPERS.
REMOVE FLASHING,
COLLECTOR HEADS AND
DOWNSPOUTS AT SCUPPERS.
A102
A102
A102
A102
A102
49' - 9" 38' - 0" 41' - 9"
80' - 0"
4' - 0"
A102
A102
A102
A102
SIM.
SIM.
A102
A102
A102
SIM.
A102
SIM.
REMOVE FLASHING,
COLLECTOR HEADS AND
DOWNSPOUTS AT SCUPPERS.
WALL MOUNTED ANTENNA
AND CABLE TO REMAIN
EXISTING VENT TO REMAIN
WALL MOUNTED ANTENNA
AND CABLE TO REMAIN
E X
IS
T
IN
G
V E
N T
T O
R E
M A
IN
EXISTING BUILT UP SLOPE
TO REMAIN, TYP.
EXISTING BUILT UP SLOPE
TO REMAIN, TYP.
EXISTING BUILT UP SLOPE
TO REMAIN, TYP.
EXISTING BUILT UP SLOPE
TO REMAIN, TYP.
REMOVE FLASHING,
COLLECTOR HEADS AND
DOWNSPOUTS AT SCUPPERS.
A102
1/8" = 1'-0"A101
1 DEMO PLAN
SHEET
DATE:
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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W e ile r D r.
K n o x v ill e
IA
08 JAN 2026
A101
BG-2K21 (011)--80-63
MARION 5
1. PRINT ALL PAGES IN COLOR.
2. ROOF CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ROOF SLOPES AND LOCATIONS OF ROOF
SYSTEMS (V.I.F. = VERIFY IN FIELD).
3. SECURE AND EXTEND ALL ROOF PVC PLUMBING VENTS TO A MINIMUM OF 2'-6" ABOVE THE ROOF WITH SIMILAR MATERIALS TO EXISTING. AT PIPE CONDUIT PENETRATIONS INSTALL ATTACHMENT
STABILIZATION COLLAR AROUND PIPE AND FIRMLY ATTACH TO METAL SUBSTRATE.
4. EPDM ROOF HEIGHT LOWER 15'-0", UPPER 21'-0".
5. ROOF CONTRACTOR TO FIX, PATCH, REINFORCE, AND REPAIR EXISTING ROOF PRIOR TO
INSTALLATION OF EPDM ROOFING SYSTEM.
6. STRIP MEMBRANE AND FIBER BOARD, RETAIN EXISTING INSULATION, PAVERS AND BALLAST. USE A
CHUTE DURING TEAR OFF TO ELIMINATE DAMAGE AND MARRING OF EXTERIOR WALLS, ETC.
LOCATION TO BE COORDINATED WITH IA DOT PROJECT MANAGER.
7. ROOF CONTRACTOR TO PROVIDE A TARP FOR WEATHER-PROOFING ROOF DURING CONSTRUCTION.
8. ROOF CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS TO A WASTE MANAGEMENT FACILITY
PER EPA REQUIREMENTS.
9. ROOF CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FOR DISPOSAL OFF SITE.
10. STRUCTURAL ISSUES AND REPAIRS ARE NOT INCLUDED IN THIS PROPOSAL. CONTRACTOR TO
NOTIFY PROJECT MANAGER IMMEDIATELY OF THESE ISSUES.
11. ROOF CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING & NEWLY INSTALLED ITEMS NOT
NOTED FOR REMOVAL CONTACT PROJECT MANAGER IMMEDIATELY IF DAMAGE OCCURS.
12. REMOVE AND REINSTALL ROOF MOUNTED EQUIPMENT, VENTS ETC. AT CURBS TO COMPLETE
ROOFING DEMOLITION AND REPLACEMENT.
13. REMOVE SCUPPERS AND SALVAGE FOR REUSE
14. TEAR OFF ONLY WHAT CAN BE COVERED DURING WORK THAT DAY.
15. IF WET INSULATION BOARD DISCOVERED, NOTIFY PROJECT MANAGER IMMEDIATELY.
DEMOLITION NOTES:
N O
D
A T
E
B Y
D
E S
C R
IP
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EXISTING CONCRETE WALL PANEL
9" VERIFY
V A
R
IE
S
EXISTING RIGID INSULATION TO
REMAIN (2) LAYERS OF POLYISO.
PRECAST CONC. ROOF PANEL
REMOVE EXIST MEMBRANE
EXISTING 2X BLOCKING TO REMAIN
REMOVE EXIST BALLAST,
SALVAGE FOR REUSE
25' - 0"
TOP OF PRECAST
REMOVE EXISTING COPING SYSTEM
EXISTING FULLY ADHERED
VAPOR BARRIER
REMOVE EXISTING COPING SYSTEM
EXISTING RIGID INSULATION TO REMAIN
(2) LAYERS OF POLYISO.
EXISTING PRECAST CONC. ROOF PANEL
REMOVE EXIST MEMBRANE
EXISTING CONCRETE WALL PANEL
9" VERIFY
EXISTING 2X BLOCKING TO REMAIN
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSE
25' - 0"
TOP OF PRECAST
EXISTING FULLY ADHERED VAPOR
BARRIER TO REMAIN
EXISTING CONCRETE WALL PANEL
EXISTING 2X BLOCKING TO REMAIN
REMOVE EXISTING DOWNSPOUT
EXIST RIGID INSULATION TO REMAIN
(2) LAYERS OF POLYISO.
EXISTING FULLY ADHERED
VAPOR BARRIER TO REMAIN
REMOVE EXISTING MEMBRANE
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSE
REMOVE EXISTING COPING SYSTEM
3/4" TREATED PLYWOOD TO REMAIN
9" VERIFY
V E
R
IF
Y
REMOVE THRUWALL FLASHING
AROUND ENTIRE SCUPPER OPENING
2X4 FILLER WALL TO REMAIN
CONCRETE WALL BEYOND TO REMAIN
25' - 0"
TOP OF PRECAST
FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS
PRECAST CONC. ROOF PANEL
REMOVE EXISTING COPING SYSTEM
1' - 0" VERIFY
EXISTING RIGID INSULATION TO REMAIN
EXISTING FULLY ADHERED VAPOR
BARRIER TO REMAIN
REMOVE EXISTING MEMBRANE
V E
R
IF
Y
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSE
EXISTING 12" CONCRETE WALL PANEL
25' - 0"
TOP OF PRECAST
PRECAST CONC. ROOF PANEL
EXISTING CONCRETE WALL PANEL
10" VERIFY
V A
R
IE
S
EXISTING RIGID INSULATION TO
REMAIN (2) LAYERS OF POLYISO.
EXIST. PRECAST CONC. ROOF PANEL
REMOVE EXIST MEMBRANE
EXISTING 2X BLOCKING TO REMAIN
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSE
25' - 0"
TOP OF PRECAST
REMOVE EXISTING COPING SYSTEM
EXISTING FULLY ADHERED VAPOR
BARRIER TO REMAIN
EXISTING PRECAST CONC. ROOF PANEL
EXISTING INTERIOR PRECAST
CONCRETE WALL PANEL
EXIST RIGID INSULATION TO REMAIN
(2) LAYERS OF POLYISO.
REMOVE EXISTING MEMBRANE
EXISTING PRECAST
CONCRETE ROOF PANEL
EXIST RIGID INSULATION
TO REMAIN (2) LAYERS OF
POLYISO.
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSE
EXISTING WOOD BLOCKING TO REMAIN
EXISTING FULLY ADHERED VAPOR
BARRIER TO REMAIN
EXISTING FULLY ADHERED
VAPOR BARRIER TO REAMIN
REMOVE EXISTING BALLAST,
SALVAGE FOR REUSEREMOVE EXISTING MEMBRANE
SHEET
DATE:
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
/1
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W e ile r D r.
K n o x v ill e
IA
08 JAN 2026
A102
BG-2K21 (011)--80-63
MARION 5
1 1/2" = 1'-0"A102
2 DEMO DETAIL AT 10" PANEL (SLOPE SIDE) 2
1 1/2" = 1'-0"A102
3 DEMO DETAIL AT 9" PANEL (HIGH SIDE)
1 1/2" = 1'-0"A102
4 DEMO SCUPPER DETAIL 9" PANEL (LOW SIDE)
1 1/2" = 1'-0"A102
5 DEMO DETAIL AT 12" PANEL (SLOPE SIDE)
1 1/2" = 1'-0"A102
1 DEMO DETAIL AT 10" PANEL (SLOPE SIDE) 1
1 1/2" = 1'-0"A102
6 DEMO CRICKET AT ROOF JUNCTION-BALLASTED1
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49' - 9" 38' - 0" 41' - 9"
80' - 0"
2' - 0"
NEW BUILD UP AT SLOPED AREAS, TYP.
4" THICK BUILT UP INSULATION
ROOF NOTES:
1. REINSTALLED BALLAST AND PAVING.
CONTRACTOR TO PROVIDE ADDITIONAL
BALLAST AND PAVERS PER SPEC.
2. NEW EPDM MEMBRANE AND 1.5" POLYISO
INSUL. OVER EXISTING INSULATION. SEE SPEC.
3. PAVER BALLAST LOCATIONS FOR
ILLUSTRATIVE PURPOSES ONLY. PROVIDE SIZE
AND WEIGHT OF PAVERS TO BE PLACED AND
INSTALLED TO MEET WIND UPLIFT
REQUIREMENTS AS SPECIFIED. VERIFY FINAL
LOCATION AND PLACEMENT OF PAVER
BALLAST IN SUBMITTAL.
SALVAGED PAVERS REINSTALLED, TYP.
REINSTALLED
ANTENA
COPING SYSTEM AT
PERIMETER, TYP. SEE SPEC.
NEW FLASHING, COLLECTOR
HEADS AND DOWNSPOUTS
AT SCUPPERS.
A104
A104
A104
A104
A104
A104
TYP.
A104
SIM.
SIM.
A104
A104
SIM.
NEW BUILD UP AT
SLOPED AREAS, TYP.
TAPER INSULATION TO FLUSH
NEW FLASHING, COLLECTOR
HEADS AND DOWNSPOUTS
AT SCUPPERS.
NEW FLASHING, COLLECTOR
HEADS AND DOWNSPOUTS
AT SCUPPERS.
NEW FLASHING, COLLECTOR
HEADS AND DOWNSPOUTS
AT SCUPPERS.
NEW BUILD UP AT SLOPED AREAS, TYP.
A104
A105
TYP.
WIND UPLIFT DIAGRAM:
NOTE:
CONTRACTOR TO PROVIDE COMBINATION OF ROOF
SYSTEM AND BALLAST MEETING THESE UPLIFT RESISTANT
FORCES. SEE SPEC FOR SUBMITTALS REQUIREMENTS AND
DESIGN REQUIREMENTS.
EXAMPLE DIAGRAM: CONTRACTOR TO VERIFY ALL UPLIFT REQUIREMENTS.
SHEET
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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08 JAN 2026
A103
BG-2K21 (011)--80-63
MARION 5
1/8" = 1'-0"A103
1 PLAN
1. PRINT ALL PAGES IN COLOR
2. MAINTENANCE GARAGE LOCATED IN CLIMATE ZONE 5, PROVIDE NEW INSULATION THROUGHOUT
FOR TOTAL LTTR OF R-30, MIN.
3. CONTRACTOR TO PROVIDE WIND LOAD CALCULATIONS FOR THIS PROJECT.
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ROOF SLOPES AND LOCATIONS OF ROOF
SYSTEMS
5. COAT FLASHINGS AND CURBS AS RECOMMENDED BY EPDM MEMBRANE ROOF MFR.
6. RAISE VENT CURBS FOR ADDITIONAL INSULATION, AS NECESSARY.
7. PROVIDE NEW FLASHING AND PREFINISHED METAL COPING.
8. CONTINUE ROOF MEMBRANE OVER PARAPET WALLS AND SECURE UNDER METAL COPING.
9. LOAD PRODUCT ONTO THE ROOF AND STAGE AS NEEDED.
10. WORK TO BE COMPLETED BY INSTALLERS CERTIFIED BY MANUFACTURER OF ROOFING SYSTEM.
ROOF CONTRACTOR TO PROVIDE CERTIFICATION FROM MANUFACTURER PRIOR TO INSTALLATION.
11. EXTEND EXISTING VENTS AS NECESSARY. TOP OF VENT PIPE MIN. 2'-6" ABOVE THE NEW FINISHED
ROOF SYSTEM SURFACE.
12. REMOVE ALL TRASH AND DEBRIS TO A WASTE MANAGEMENT FACILITY PER EPA REQUIREMENTS.
13. ROOF CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL ADDITIONAL DEBRIS AND DISPOSAL
OFF SITE.
14. STRUCTURAL ISSUES AND REPAIRS ARE NOT INCLUDED IN THIS PROPOSAL CONTRACTOR TO
NOTIFY PROJECT MANAGER IMMEDIATELY OF THESE ISSUES.
15. AT PIPE, CONDUIT PENETRATIONS, INSTALL ATTACHMENTS/STABILIZATION COLLAR AROUND PIPE
AND FIRMLY ATTACH TO ROOF SUBSTRATE.
16. AT ALL ROOF PIPE PENETRATIONS. INSTALL VAPOR BARRIER TO SEAL AROUND PIPE AND EXTEND
UP PIPE 4 INCHES. INSTALL OVER ANCHORING.
17. FOLLOW SMACNA STANDARDS FOR COPING, GUTTERS, DOWNSPOUTS AND DETAILING.
18. CONTRACTOR TO VERIFY ALL EXISTING PRECAST CONCRETE PANEL SIZES.
CONSTRUCTION NOTES:
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1/4" = 1'-0"
WIND UPLIFT DIAGRAM
10" VERIFY
V A
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EXISTING PRECAST CONC.
ROOF PANEL
EXISTING 2X BLOCKING
25' - 0"
TOP OF PRECAST
COPING SYSTEM, SEE SPEC.
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
EXISTING RIGID INSULATION
EPDM MEMBRANE, SEE SPEC.
EXISTING BALLAST REINSTALLED
1.5" POLYISO INSUL. SEE SPEC.
EXISTING FULLY ADHERED
VAPOR BARRIER
EXISTING CONCRETE WALL PANEL
10" VERIFY
V A
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EXISTING 2X BLOCKING
25' - 0"
TOP OF PRECAST
COPING SYSTEM, SEE SPEC.
EXISTING RIGID INSULATION
EXISTING PRECAST CONC.
ROOF PANEL
EPDM MEMBRANE, SEE SPEC.
EXISTING BALLAST REINSTALLED
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
1.5" POLYISO INSUL. SEE SPEC.
EXISTING FULLY ADHERED
VAPOR BARRIER
COPING SYSTEM, SEE SPEC
EXISTING PRECAST CONC.
ROOF PANEL
EXISTING CONCRETE WALL PANEL
10" VERIFY
EXISTING 2X BLOCKING
25' - 0"
TOP OF PRECAST
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
EXISTING RIGID INSULATION
EPDM MEMBRANE, SEE SPEC.
EXISTING BALLAST REINSTALLED
1.5" POLYISO INSUL. SEE SPEC.
EXISTING FULLY ADHERED
VAPOR BARRIER
EXISTING CONCRETE WALL PANEL
EXISTING 2X BLOCKING
DOWNSPOUT SEE SPEC
EXISTING RIGID INSULATION
EXISTING PRECAST CONC.
ROOF PANEL
EPDM MEMBRANE, SEE SPEC
SALVAGED BALLAST REINSTALLED
9" VERIFY
V E
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THRUWALL FLASHING AROUND
ENTIRE SCUPPER OPENING
2X4 FILLER WALL TO REMAIN
CONCRETE WALL BEYOND
25' - 0"
TOP OF PRECAST
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
COPING SYSTEM, SEE SPEC.
1.5" POLYISO INSUL. SEE SPEC.
EXISTING FULLY ADHERED
VAPOR BARRIER
1' - 0" VERIFY
EXISTING FULLY ADHERED
VAPOR BARRIER
V E
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IF
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EXISTING 12" CONCRETE WALL PANEL
25' - 0"
TOP OF PRECAST
COPING SYSTEM, SEE SPEC
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
EXISTING RIGID INSULATION
EPDM MEMBRANE, SEE SPEC.
EXISTING BALLAST REINSTALLED
1.5" POLYISO INSUL. SEE SPEC.
EXISTING PRECAST CONC.
ROOF PANEL
EXISTING PRECAST CONC.
ROOF PANEL
EXISTING INTERIOR PRECAST
CONCRETE WALL PANEL
EXISTING RIGID INSULATION
EPDM MEMBRANE, SEE SPEC.
EXISTING BALLAST
REINSTALLED
1.5" POLYISO INSUL. SEE SPEC.
EXISTING PRECAST
CONCRETE ROOF PANEL
EXISTING RIGID INSULATION
1.5" POLYISO INSUL.
SEE SPEC.
EXISTING BALLAST
REINSTALLED
EPDM MEMBRANE,
SEE SPEC.
EXISTING WOOD
BLOCKING TO REMAIN EXISTING FULLY ADHERED
VAPOR BARRIER
SHEET
DATE:
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
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W e ile r D r.
K n o x v ill e
IA
08 JAN 2026
A104
BG-2K21 (011)--80-63
MARION 5
1 1/2" = 1'-0"A104
1 DETAIL AT 10" PANEL (SLOPE SIDE) 1
1 1/2" = 1'-0"A104
2 DETAIL AT 10" PANEL (SLOPE SIDE) 2
1 1/2" = 1'-0"A104
3 DETAIL AT (HIGH SIDE) 10" PANEL
1 1/2" = 1'-0"A104
4 SCUPPER DETAIL 9" PANEL (LOW SIDE)
1 1/2" = 1'-0"A104
5 DETAIL AT 12" PANEL (SLOPE SIDE)
1 1/2" = 1'-0"A104
6 CRICKET AT ROOF JUNCTION-BALLASTED
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EXISTING 2X BLOCKING
DOWNSPOUT SEE SPEC.
EXISTING RIGID INSULATION
EXISTING PRECAST CONC.
ROOF PANEL
EPDM MEMBRANE, SEE SPEC.
SALVAGED BALLAST REINSTALLED
9" VERIFY
V E
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IF
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2X4 FILLER WALL TO REMAIN
25' - 0"
TOP OF PRECAST
FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS
COPING SYSTEM, SEE SPEC.
1.5" POLYISO INSUL. SEE SPEC.
EXISTING FULLY ADHERED
VAPOR BARRIER
VARIED SLOPE TO PROVIDE
POSITIVE DRAINAGE TO SCUPPER.
TAPER INSULATION AS NEEDED
FOR COPING CLEARANCE
SHEET
DATE:
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S h e e t Io w a D
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Resources & Acquisitions Bureau 800 Lincoln Way Ames, Iowa 50010
(515) 239-1299
COUNTY: DISTRICT:
PROJECT NUMBER:
/1
/2
:3 :4
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N O
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P L A
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W e ile r D r.
K n o x v ill e
IA
08 JAN 2026
A105
BG-2K21 (011)--80-63
MARION 5
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1 1/2" = 1'-0"A105
1 SCUPPER DETAIL 9" PANEL (LOW SIDE)1
| Sheets |
| A001 - COVER |
| A002 - GENERAL NOTES, LEGEND, ABBREVIATIONS |
| A101 - DEMO PLAN |
| A102 - DEMO DETAILS |
| A103 - PLAN |
| A104 - DETAILS |
| A105 - DETAILS |
File details come from the government source that posted it. Updated .