RFQ944600-01 1JD Roof Repair & Replacement - Drawings.pdf
PDF 4 MB Posted
- Attached to
- 1JD Roof Repair & Replacement
- Solicitation number
- RFQ944600-01
- Issued by
- Dubuque County, Des Moines City, Iowa
About this file
This architectural drawing set is prepared by Horizon Architecture for the Iowa Department of Administrative Services, First Judicial District, detailing roof repair and replacement work at the 1st District Residential Correctional Facility located at 1494 Elm Street, Dubuque, Iowa 52001. The project scope includes removal and replacement of standing seam metal roofing, underlayment, and flashing systems; installation of new roofing, crickets, and counterflashing; salvage and reinstallation of gutters, downspouts, heat trace, and snow guards; and replacement of damaged interior fiber ceiling panels. The drawings, issued for bidding on February 14, 2025, specify a 2" double lock standing seam metal roof system with continuous adhered underlayment, custom metal flashing details, and new roof curb flashing at existing equipment penetrations. The plans indicate the removal of approximately 640 square feet of damaged roof sheathing as a base bid item with unit cost provision for additional damaged materials. A unit cost item is included for replacement of damaged nail base plywood and insulation roof sheathing per 4'x8' sheet. The project is designed to comply with the 2015 International Energy Conservation Code and International Plumbing Code, with an ultimate wind speed design criteria of 115 MPH. An optional pre-quote meeting is scheduled for February 25, 2025, at the project site, with questions due by February 28, 2025, and quotes due March 6, 2025, at 2:00 PM CST through the Iowa IMPACS Procurement System.
The design criteria and construction details are based on FM 1-90 standards with exposure category B classification. The construction manager is DCI Group (Michael Steen, Project Manager), and the architect is Horizon Architecture (Michael Nolan, AIA). The project includes deduct alternate options for leaving existing roofing and tying in new work, as well as an alternate for providing and installing new snow guards. Temporary roof covering provisions must be made during construction to ensure watertight protection, or removals must be coordinated to allow same-work-period replacement and flashing to the existing system. The drawing set comprises seven sheets including cover sheet, roof demolition plan, roof new construction plan, enlarged plan and sections, cricket details, and comprehensive roof details addressing ridge, rake, pipe penetration flashing, roof curb flashing, fascia, and snow guard installation specifications.
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M
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PROJECT NO:
DRAWN BY:
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SHEET TITLE
C-101
COVER SHEET
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SHEET INDEX
ID
C-101
A-101
A-102
A-301
A-302
A-401
Name
COVER SHEET
ROOF DEMO PLAN
ROOF NEW CONSTRUCTION PL...
ENLARGED PLAN AND SECTIONS
CRICKET DETAILS
ROOF DETAILS
VERIFY SCALE
BAR IS ONE (1) INCH LONG ON
ORIGINAL DRAWING
IF BAR IS NOT ONE (1) INCH LONG,
ADJUST SCALE ACCORDINGLY
ABBREVIATIONS
A.D. AREA DRAIN
ABV. ABOVE
ADA ACCESSIBLE / AMERICANS
WITH DISABILITIES ACT
ADJ. ADJUSTABLE
A.o.R. AREA OF REFUGE
ALUM. ALUMINUM
ALT. ALTERNATE
A.F.F. ABOVE FINISHED FLOOR
AC. ACOUSTIC / ACOUSTICAL
A.F. ALUMINUM FACE
APPX. APPROXIMATE /
APPROXIMATELY
BD. BOARD
BLK. BLOCK / BLOCKING
BLDG. BUILDING
B.O. BOTTOM OF
B.O.S. BOTTOM OF STEEL
CAB. CABINET
C.C. CENTER-TO-CENTER
CLG. CEILING
CLOS. CLOSET
C.M. CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
C.J. CONTROL JOINT
CONC. CONCRETE
CORR. CORRIDOR
COL. COLUMN
CONT. CONTINUE / CONTINUOUS
CONTR. CONTRACTOR
DIA. DIAMETER
DTL. DETAIL
DN DOWN
DWG. DRAWING
DEPT. DEPARTMENT
DBL. DOUBLE
DIM. DIMENSION
DR. DOOR
EXIST. EXISTING
EQ. EQUAL
E.C. ELECTRICAL CONTRACTOR
EL. ELEVATION
ELEV. ELEVATOR
ELEC. ELECTRIC / ELECTRICAL
EXP. EXPANSION
EXT. EXTERIOR
EA. EACH
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER
CABINET
FIN. FINISH / FINISHED
FLR. FLOOR
F.O. FACE OF
FT. FEET / FOOT
FLUOR. FLUORESCENT
GYP. GYPSUM
GALV. GALVANIZED
GA. GAUGE
G.C. GENERAL CONTRACTOR
HR. HOUR
H.P. HIGH POINT
HVAC HEAT, VENTILATION, AIR-
CONDITIONING
HORIZ. HORIZONTAL
HT. HEIGHT
INSUL. INSULATION / INSULATING
I.D. INSIDE DIAMETER
INCAND. INCANDESCENT
JAN. JANITOR
JT. JOINT
LBS. POUNDS
LAV. LAVATORY
LAM. LAMINATE
L.P. LOW POINT
MAX. MAXIMUM
MFR. MANUFACTURER /
MANUFACTURED
MTL. METAL
MIN. MINIMUM
MIRR. MIRRORED
MTD. MOUNTED
M.O. MASONRY OPENING
MISC. MISCELLANEOUS
MECH. MECHANICAL
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPP. OPPOSITE
OPG. OPENING
P.C. PLUMBING CONTRACTOR
P.F. PANEL FACE
PR. PAIR
P.T. PRESSURE TREATED
PL. LAM PLASTIC LAMINATE
QTY. QUANTITY
R RISER
R.W.C. RAIN WATER CONDUCTOR
REINF. REINFORCING / REINFORCED
REQ. REQUIRED
R.O. ROUGH OPENING
REV. REVISED / REVISION
REFL. REFLECTED
REC. RECESSED
RAD. RADIUS
S.S. STAINLESS STEEL
ST. STREET
SIM. SIMILAR
STL. STEEL
SQ. SQUARE
SAN. SANITARY
SUSP. SUSPENDED
STD. STANDARD
SPEC. SPECIFICATION
TEL. TELEPHONE
T.O. TOP OF
T.O.S. TOP OF STEEL
T.O.W. TOP OF WALL
TOIL. TOILET
TYP. TYPICAL
THK. THICK
TMP. TEMPERED
T.S.G. TEMPERED SAFETY
GLASS
U.O.N. UNLESS OTHERWISE
NOTED
U.L. UNDERWRITERS
LABORATORIES
VEST. VESTIBULE
V.C.T. VINYL COMPOSITION
TILE
W/ WITH
W.C. WATER CLOSET
WD WOOD
& AND
@ AT
± PLUS OR MINUS
° DEGREE
� ANGLE
[ CHANNEL
# NUMBER
□ SQUARE
Ø ROUND / DIAMETER
� / C.L. CENTER LINE
� / PL. PLATE
∏ U-BAR
∟ LEG-BAR
6" TYPICAL, UNLESSOTHERWISE NOTED
OFFICE
1/A-201
D0 1.1
B2
C3
D4
A1
1.01.01
D01.1
S01
W01
GRAPHIC
SYMBOLS INDICATES SECTION
LOCATION ON SHEET
INDICATES SHEET
ON WHICH DRAWING
IS SHOWN
SECTION / DETAIL MARKER DETAIL / ENLARGED PLAN MARKER
INTERIOR ELEVATION MARKER
INDICATES ELEVATION
LOCATION ON SHEET
INDICATES SHEET
ON WHICH DRAWING
IS SHOWN
ELEVATION / SECTION MARKER
INDICATES ELEVATION
LOCATION ON SHEET
INDICATES SHEET
ON WHICH ELEVATION
IS SHOWN
XX
YY
XX
XX
YY
DETAIL / ENLARGED PLAN MARKER
INDICATES DETAIL
LOCATION ON SHEET
INDICATES SHEET
ON WHICH DETAIL
IS SHOWN
SPACE DESIGNATION
WINDOW MARKER
DOOR IDENTIFIERS
SPACE NAME
SPACE NUMBER
WALL TYPE MARKER 4C
SKYLIGHT MARKER
DOOR IDENTIFIER
(ELEVATIONS/SECTIONS)
ENLARGED PLAN REFERENCE
KEYNOTE IDENTIFIER
XX
YY
DOOR
IDENTIFIER
(PLANS)
KEYNOTE; SEE KEYNOTE LEGEND
ON DRAWING'S LAYOUT
ALTERNATE KEYNOTE;
SEE KEYNOTE LEGEND
ON DRAWING'S LAYOUT
1.01.01
N
AREA OF WORK
STREET PARKING AND ALLEY
POSSIBLE
LAYDOWN/DUMPSTERS.
COORDINATE WITH CITY OF
DUQUBUE FOR USE OF PUBLIC
WAYS.
LIMITED ONSITE
PARKING
AVAILABLE
PROVIDE OVERHEAD FALL
HAZARD WARNING OR
EXCLUSION ZONE. PROTECT
ENTRANCES/EXITS.
PROVIDE OVERHEAD FALL
HAZARD WARNING OR
EXCLUSION ZONE. PROTECT
ENTRANCES/EXITS.
9446.00 DUBUQUE RESIDENTIAL
FACILITY ROOF
REPAIR/REPLACEMENT
1494 Elm St, Dubuque, IA 52001
BUILDING INFORMATION
PROJECT DIRECTORY
CLIENT
DEPARTMENT OF ADMINISTRATIVE SERVICES
FIRST JUDICIAL DISTRICT
109 SE 13TH STREET
DES MOINES, IA 50319
CLIENT'S REPRESENTATIVE: JENNIFER KLEENE
PHONE:515.822.8197
EMAIL: jennifer.kleene@iowa.gov
CONSTRUCTION MANAGER
DCI GROUP
220 SE 6TH STREET SUITE 200
DES MOINES, IA 50309
PROJECT MANAGER: MICHAEL STEEN
PHONE: 515.975.8348
EMAIL: michaels@dcigroup-us.com
ARCHITECT
HORIZON ARCHITECTURE
3116 ALPINE COURT IOWA CITY IA 52245
PHONE: (563) 506-4965
CONTACT: MICHAEL NOLAN, AIA
EMAIL: MICHAEL@HORIZON-ARCHITECTURE.COM
APPLICABLE BUILDING CODE - 2015 IEBC AND IPC
CLASSIFICATION OF WORK - REPAIR
REPLACEMENT OF DAMAGED MATERIALS (ROOF FLASHING) FOR
THE PURPOSE OF MAINTAINING COMPONENTS IN SOUND
CONDITION WITH RESPECT TO EXISTING LOADS OR
PERFORMANCE REQUIREMENTS.
CONFORMANCE REQUIREMENT (601.2) - THE WORK SHALL NOT
MAKE THE BUILDING LESS CONFORMING THAT IT WAS BEFORE
THE REPAIR WAS UNDERTAKEN.
EXISTING GUTTER AND DOWNSPOUT SIZE VALIDATED PER IPC
DESIGN CRITERIA
ULTIMATE WIND SPEED (Vult) 115 MPH
EXPOSURE B
INTERNAL PRESSURE COEFFICIENT +/- 0.18
BASIS OF DESIGN FM 1-90
SITE ACCESS KEY PLAN
2/14/2025
C-101 THRU A-401
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ROOF DEMO
PLAN
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'-8
'-1
1"
95'-8"
51'-10"
6'-8" VIF
'-1
1/
4"
18'-8" VIF
20'-6" 50'-9" 24'-5"
4' -3
/4
2' -3
29'-10"
13'-5 1/2"
'-3
/4"
39'-5 1/4"
A-101
EXISTING ROOF
TO REMAIN
REMOVE EXHAUST
FAN AND INFILL
ROOF DECK
SALVAGE AND
REINSTALL HEAT TRACE
SALVAGE AND
REINSTALL SNOW
GUARDS IF COMPATIBLE
ADD ALTERNATE 2 -
PROVIDE AND INSTALL
NEW SNOWGUARDS
DEDUCT ALTERNATE -
LEAVE EXISTING ROOFING
AND TIE IN NEW
DEDUCT ALTERNATE -
LEAVE EXISTING ROOFING
AND TIE IN NEW
REMOVE AND DISPOSE OF
STANDING SEAM METAL
ROOF AND CLEATS
REMOVE AND
DISPOSE OF VALLEY
FLASHING
REMOVE AND
DISPOSE OF
UNDERLAYMENT
EXISTING ROOF AND FASCIA TO REMAIN
ASSESS CONDITION OF UNDERLAYMENT.
IF UNSERVICEABLE REPLACE WITH NEW.
(UNIT COST 1)
SCALE: 1/8" = 1'-0"1 ROOF PLAN DEMO
0 4' 8' 16'
SCALE: 3" = 1'-0"2 ROOF ADDITION CONNECTION DEMO
0 3'' 6'' 9''
REMOVE METAL TRIM PIECE
REMOVE PORTION OF EXISTING ROOF FOR
CRICKET CONSTRUCTION
REMOVE METAL FLASHING FOR CRICKET
CONSTRUCTION
REMOVE KICKWALL TRIM AND REPLACE
REMOVE AND DISPOSE OF
STANDING SEAM METAL
ROOF AND CLEATS
REMOVE AND DISPOSE OF
STANDING SEAM METAL
ROOF AND CLEATS
REMOVE HEAT TRACE, COIL AND PROTECT
FOR REINSTALLATION OVER NEW ROOF
PROVIDE UNIT COST FOR DAMAGED NAIL BASE
PLYWOOD/INSULATION ROOF SHEATHING PER 4'X8' SHEET
INCLUDING REMOVAL AND REPLACEMENT. INCLUDE 640 S.F.
(20 SHEETS) IN BASE BID.
GENERAL DEMOLITION NOTE
- PROVIDE TEMPORARY ROOF COVERING TO
ENSURE WATERTIGHT PROTECTION DURING
CONSTRUCTION OR ONLY REMOVE AREA THAT
CAN BE REPLACED AND FLASHED TO EXISTING
SYSTEM DURING SAME WORK PERIOD.
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ROOF NEW
CONSTRUCTION
PLAN
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A-301 3
A-301
'-8
'-1
1"
95'-8"
51'-10"
6'-8" VIF
'-1
1/
4"
18'-8" VIF
20'-6" 50'-9" 24'-5"
4' -3
/4
2' -3
29'-10"
13'-5 1/2"
'-3
/4"
39'-5 1/4"
A-301 xA-301 xA-302
A-301
A-401
A-401
A-401
A-401
A-401
A-401
EXISTING ROOF
TO REMAIN
DEDUCT ALTERNATE -
LEAVE EXISTING ROOFING
AND TIE IN NEW
DEDUCT ALTERNATE -
LEAVE EXISTING ROOFING
AND TIE IN NEW
OH
SIM
TYP
TYP
TYP
TYP
TYP
TYP
TYP
A-401
SCALE: 1/8" = 1'-0"1 ROOF PLAN NEW
0 4' 8' 16'
SCALE: 1/4" = 1'-0"2 REFLECTED CEILING PLAN
0 2' 4' 8'
REPLACE DAMAGED 12"X12" FIBER
CEILING PANELS AS NEEDED
A-102
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A-301
ENLARGED
PLAN AND
SECTIONS
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A-302
±0" 1 Main Level
±0" 1 Main Level
+5'-4" 2 Upper Level
+5'-4" 2 Upper Level
+8'-8" 3 Roof
+8'-8" 3 Roof
A-301
±0" 1 Main Level
±0" 1 Main Level
+5'-4" 2 Upper Level
+5'-4" 2 Upper Level
+8'-8" 3 Roof
+8'-8" 3 Roof1
A-302
NEW VALLEY/SIDEWALL FLASHING
NEW COUNTERFLASHING
NEW CRICKET AT ROOF TO SIDEWALL
A-302
NEW SIDEWALL/VALLEY FLASHING - EXTEND
VERTICAL FLASHING OVER NEW CRICKET TO
INTERSECT EAVE AT GUTTER
EXISTING UPPER ROOF/DRIP EDGE TO REMAIN
NEW CRICKET - EXTEND LINE OF
VALLEY TO TERMINATE AT EAVE.
OVERBUILD EXISTING SHEATING
AND CLAD IN CUSTOM BRAKE
METAL AND FLASHING PER
DETAILS.
NEW COUNTERFLASHING - KERF
INTO EXISTING BRICK MORTAR
JOINT
SALVAGE AND REINSTALL
GUTTER/DOWNSPOUTS
SALVAGE AND REINSTALL SNOW
GUARD
SALVAGE AND REINSTALL HEAT
TRACE
A-302
A-302
SCALE: 1/4" = 1'-0"2 SECTION 3 NEW
0 2' 4' 8' SCALE: 1/4" = 1'-0"1 SECTION 4 NEW
0 2' 4' 8'
NOT TO SCALE
3 CRICKET PERSPECTIVE VIEW
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CRICKET
DETAILS
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BACKER ROD & SEALANT
STANDING SEAM METAL ROOF
CONTINOUS VERTICAL FLASHING, VALLEY
AND STANDING SEAM PANEL CLEAT
CONTINUOUS ICE & WATER SHIELD
CUSTOM METAL CRICKET CAP
METAL COUNTER-FLASHING
METAL FLASHING
WOOD FRAMING
KERF NEW COUNTERFLASHING INTO
EXISTING MORTAR JOINT AND SEAL
WITH CAULK
STANDING SEAM METAL ROOF
METAL TRIM CONNECTION
CONTINUOUS ICE & WATER SHIELD
BACKER ROD & SEALANT
STANDING SEAM METAL ROOF
CONTINUOUS VERTICAL FLASHING, VALLEY
AND STANDING SEAM PANEL CLEAT
CUSTOM METAL CRICKET CAP
METAL J-TRIM
METAL FASCIA FINISH
CONTINUOUS ICE & WATER SHIELD
1/2" PLYWOOD SHEATING
WOOD FRAMING
METAL DRIP EDGE
METAL DRIP EDGE
METAL FLASHING
SALVAGE AND REINSTALL GUTTER
SCALE: 3" = 1'-0"2 CRICKET SECTION DETAIL ALONG VALLEY
0 3'' 6'' 9''SCALE: 3" = 1'-0"1 ROOF ADDITION CONNECTION
0 3'' 6'' 9'' SCALE: 3" = 1'-0"3 CRICKET SECTION DETAIL
0 3'' 6'' 9''
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ROOF DETAILS
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EXISTING ROOF DECK AND INSULATION
CONTINUOUS ADHERED UNDERLAYMENT
2" DOUBLE LOCK STANDING SEAM ROOF
NEW RIDGE CAP AND GASKET EXISTING STANDING
SEAM ROOF TO
REMAIN (OPPOSITE
SLOPE)
6" M
AT
C
H E
XS
TEXST ROOF EDGE AND
SIDING TO REMAIN
CONTINUOUS ADHERED UNDERLAYMENT
NEW ROOF EDGE FASCIA AND BLOCKING
2" DOUBLE LOCK STANDING SEAM ROOF
NEW PIPE PENETRATION FLASHING BOOT
NEW HURRICANE COLLAR
EXISTING PIPE PENETRATION - SIZE VARIES
EXISTING ROOF DECK AND INSULATION
CONTINUOUS ADHERED UNDERLAYMENT
2" DOUBLE LOCK STANDING SEAM ROOF
EXISTING ROOF DECK AND INSULATION
CONTINUOUS ADHERED UNDERLAYMENT
2" DOUBLE LOCK STANDING SEAM ROOF
NEW ROOF CURB FLASHING - DOWNSLOPE
NEW ROOF CURB FLASHING - UPSLOPE
EXISTING EQUIPMENT CURB
EXISTING ROOF DECK AND INSULATION
CONTINUOUS ADHERED UNDERLAYMENT
2" DOUBLE LOCK STANDING SEAM ROOF
NEW ROOF CURB FLASHING - RAKE
EXISTING EQUIPMENT CURB
6"
6" (M
AT
C
H E
XS
T)
EXST ROOF EDGE AND
SIDING TO REMAIN
CONTINUOUS ADHERED UNDERLAYMENT
NEW ROOF EDGE FASCIA AND BLOCKING
2" DOUBLE LOCK STANDING SEAM ROOF
EXISTING ROOF DECK AND INSULATION
CONTINUOUS ADHERED UNDERLAYMENT
2" DOUBLE LOCK STANDING SEAM ROOF
MECHANICALLY FASTENED SNOW GUARD
(EXISTING SIMILAR)
SCALE: 3" = 1'-0"1 RIDGE DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"2 RAKE DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"3 PIPE PENETRATION FLASHING DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"4 ROOF CURB FLASHING SLOPE DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"5 ROOF CURB RAKE DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"6 TOP SLOPE FASCIA DETAIL
0 3'' 6'' 9''
SCALE: 3" = 1'-0"7 SNOW GUARD INSTALLATION DETAIL
0 3'' 6'' 9''
File details come from the government source that posted it. Updated .