RFB953500-01 - Drawings.pdf
PDF 3 MB Posted
- Attached to
- WRC Linden Court Bay Window Replacement
- Solicitation number
- RFB953500-01
- Issued by
- Dallas County, Iowa
About this file
This file contains project drawings for the WRC Linden Court Bay Window Replacement project administered by the State of Iowa. The project involves replacing existing bay windows at the Linden Court Buildings A, B, C, and D at the Woodward Resource Center located at 1251 334th Street, Woodward, Iowa 50276. An optional Pre-Bid meeting is scheduled for Wednesday, August 5, 2026 at 10:00 am at the Story CP2.0 trailers at the Woodward Resource Center. The meeting is not mandatory but is highly recommended for prospective bidders. The complete Project Manual is available on IMPACS for review by interested parties.
The drawings document provides the technical specifications and visual representations necessary for bidders to accurately prepare proposals for the bay window replacement work. This file serves as a critical component of the bid package, enabling contractors to assess the scope of work, material requirements, and installation specifications across the four buildings at the facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFB953500-01 - Addendum #2.pdf | ||
| RFB953500-01 - Notice to Bidders.pdf | ||
| RFB953500-01 - Bid Form.pdf | ||
| RFB953500-01 - Addendum #1.pdf | ||
| Section 00 1113 Notice to Bidders.html | HTML file | |
| 1417762-event.pdf | ||
| Section 00 3113 Preliminary Schedule.html | HTML file | |
| Section 01 1200 Contract Summary.html | HTML file |
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
SITE NOTES:
1. CONTRACTOR'S PERSONNEL TO FOLLOW ALL RULES FOR CONSTRUCTION WORKERS & ATTEND
CONTRACTOR'S ORIENTATION. SEE SPECIFICATION FOR REQUIREMENTS.
2. CONTRACTOR TO COORDINATE PROPOSED DAILY WORK SCHEDULE WITH WRC STAFF AND
CONSTRUCTION MANAGER. IDENTIFY THE AREA OF WORK FOR EACH DAY AND PLANNED SEQUENCE
FOR ALL SECTIONS.
3. ALL WORK AREAS ARE TO BE CLEANED UP AT THE END OF EACH DAY.
4. SEE SPECIFICATION FOR WORK HOURS. COORDINATE ANY PROPOSED EXTENDED WORK HOURS
INCLUDING WEEKENDS.
5. PROTECT SIDEWALKS AND LAWN FROM EQUIPMENT AND LIFT DAMAGE. OWNER WILL REPAIR LAWN
DAMAGE. CONTRACTOR IS RESPONSIBLE FOR ANY OTHER ADJACENT DAMAGED AREAS INCLUDING
LANDSCAPING.
6. PORTABLE TOILETS WILL BE BY THE CONSTRUCTION MANAGER AT STAGING AREA & AT JOB TRAILER.
7. ABATEMENT CONTRACTOR IS TO PROVIDE A SECURE HAZMAT DUMPSTER. NON-HAZARDOUS WASTE
FROM WINDOW CONTRACTOR CAN BE PLACED IN A DUMPSTER THAT WILL BE PROVIDED BY THE
OWNER AND SHARED WITH A SEPARATE ONGOING PROJECT.
A
S
H
A
V
E
C
E
D
R
T
R
E
E
T
X
X
X X
X X
X X
X X
X X
X
X X X X X X X X
X
X
PORT.
TLT.
X
X
X
X
X X
X X
X X
X X
X X
X
LINDEN
BUILDING
S
AREA O
F WORK
A
B
C
D
STORY CONSTR.
JOB TRAILER
MEETING LOCATION
CONTRACTOR
STAGING &
DUMPSTER IN
PARKING LOT
SHEET CONTENTS
SHEET NUMBER
ISSUE DATE
PROJECT TITLE
07-17-2026
REVISIONS
9535.00
DAS PROJECT NO.
NOTE DATE
OF: 11
GENESIS PROJECT NO.
O
FF
IC
E
PA
R
K R
O
AD
SU
IT
E
W
ES
T D
ES
M
O
IN
ES
, I
A
TE
L:
-4
-1
FA
X:
-4
-1
ENGINEER
ARCHITECT
W
RC
L
IN
DE
N
CO
UR
T
BA
Y W
IN
DO
W R
EP
LA
CE
M
EN
T
W
OO
DW
AR
D, IA
ST
AG
IN
G
SI
TE
M
AP
A0.1
ENLARGED WRC MAP SHOWING SCOPE OF WORK
NORTH
AERIAL MAP
L
I
N
D
E
N
NTSNTS
L
I
N
D
B
L
I
N
D
C
L
I
N
D
D
CONTRACTOR
STAGING &
DUMPSTER
ABATEMENT CONTRACTOR
DUMPSTER
ABATEMENT CONTRACTOR
DUMPSTER
EXISTING 3" DIA. STRUCTURAL
COLUMN
EXISTING 3" DIA. STRUCTURAL
COLUMN
EXISTING 3" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 3" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
SHEET CONTENTS
SHEET NUMBER
ISSUE DATE
PROJECT TITLE
07-17-2026
REVISIONS
9535.00
DAS PROJECT NO.
NOTE DATE
OF: 11
GENESIS PROJECT NO.
O
FF
IC
E
PA
R
K R
O
AD
SU
IT
E
W
ES
T D
ES
M
O
IN
ES
, I
A
TE
L:
-4
-1
FA
X:
-4
-1
ENGINEER
ARCHITECT
W
RC
L
IN
DE
N
CO
UR
T
BA
Y W
IN
DO
W R
EP
LA
CE
M
EN
T
W
OO
DW
AR
D, IA
BU
IL
D
IN
G
EL
EV
AT
IO
N
S
A2.0
SCALE: 1/8" = 1'-0"
ELEVATION - A & B NORTH
A2.0
SCALE: 1/8" = 1'-0"
A2.0
A2.0
A2.0
A2.0
AA
AA
BC
D
E
D
E
KEY PLAN, N.T.S.
A B
NORTH
C D
ELEVATION -COURTYARD A- SOUTH
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD A- WEST
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD B- SOUTH
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD B- EAST
AA
AA
AA
AA
AA
AA
E
E
AA
B
BC
AA
B
B C
A A
B
B C
A A
B
EXISTING 3" DIA. STRUCTURAL
COLUMN
EXISTING 3" DIA. STRUCTURAL
COLUMN
EXISTING 3" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
EXISTING 3" DIA.
STRUCTURAL COLUMN
EXISTING 4" DIA.
STRUCTURAL COLUMN
SHEET CONTENTS
SHEET NUMBER
ISSUE DATE
PROJECT TITLE
07-17-2026
REVISIONS
9535.00
DAS PROJECT NO.
NOTE DATE
OF: 11
GENESIS PROJECT NO.
O
FF
IC
E
PA
R
K R
O
AD
SU
IT
E
W
ES
T D
ES
M
O
IN
ES
, I
A
TE
L:
-4
-1
FA
X:
-4
-1
ENGINEER
ARCHITECT
W
RC
L
IN
DE
N
CO
UR
T
BA
Y W
IN
DO
W R
EP
LA
CE
M
EN
T
W
OO
DW
AR
D, IA
BU
IL
D
IN
G
EL
EV
AT
IO
N
S
A2.1
SCALE: 1/8" = 1'-0"
A2.1
A2.1
A2.1
A2.1
A2.1
KEY PLAN, N.T.S.
A B
NORTH
C D
ELEVATION - C & D NORTH
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD C- SOUTH
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD C- WEST
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD D- SOUTH
SCALE: 1/8" = 1'-0"
ELEVATION -COURTYARD D- EAST
AA
AA
AA
AA
AA
AA
AA
AA
BC
AA
B
BC
AA
B
D
E E
B C
A A
B
B C
A A
B
D
EE
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
INDICATES
OPERABLE
HOPPER
A4.0
14'-5" R.O. VER.
41 3/4"
2"
41 3/4"41 3/4"41 3/4"
2"2"
EXISTING MASONRY WALL
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
DEMO EXISTING WINDOWS
& FRAMES
A3.0
7'-2
" C.L. OF COL. VER. 7'-2
" C.L. OF COL. VER.
14'-5" R.O. VER.
DEMO EXISTING WINDOWS & FRAMES. CONTRACTOR TO FIELD VERIFY
ALL EXISTING ROUGH OPENINGS & EXISTING WINDOW DIMENSIONS
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
A4.0
A4.0
A4.0
7'-2
" C.L. OF COL. VER. 7'-2
" C.L. OF COL. VER.
INDICATES OPERABLE HOPPER
14'-5" R.O. VER.
EXISTING 3" DIA. COL.
EXISTING MASONRY WALL
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
4 1/2"
FRAME
7'-0
" R.O. VER. 7'-0
" R.O. VER.
4"
A3.0
AAA A
7'-2
" C.L. OF COL. VER. 7'-2
" C.L. OF COL. VER.
14'-5" VER.
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
4"
7'-0
" R.O. VER.
A
A4.0
A4.0
A4.0
A4.0
A4.0
3'-6"
A
3'-6"3'-6"
3'-6"
A A
1/2" VER.1/2" VER.
7'-0
" R.O. VER.
A4.0
A4.0
A4.0
A4.0
7'-2
" C.L. OF COL. VER. 7'-2
" C.L. OF COL. VER.
18'-7"
41 1/2"
2"
5 1/2"
42" 2" 42" 2" 42" 2"
42"
EXISTING MASONRY WALL
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
7'-5" C.L. OF COL. VER.
3'-8" C.L. OF
COL. VER.
7'-3" C.L. OF COL. VER.
A3.0
18'-7"
DEMO EXISTING WINDOWS & FRAMES. CONTRACTOR TO FIELD VERIFY
ALL EXISTING ROUGH OPENINGS & EXISTING WINDOW DIMENSIONS
3 3
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL
COLUMN TO REMAIN
7'-5" C.L. OF COL. VER.
3'-8" C.L. OF
COL. VER.
7'-3" C.L. OF COL. VER.
INDICATES OPERABLE HOPPER
EXISTING
MASONRY
WALL
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
F R A M E
7 3/4"
7'-5" C.L. OF COL. VER.
3'-8" C.L.
OF COL. VER.
7'-3" C.L. OF COL. VER.
A3.0
6'-11
" R.O. VER.
4"
3'-4" R.O. VER.
4"
7'-1" R.O. VER.
AACBB
18'-8"
7 3/4"
7'-5" C.L. OF COL. VER.
3'-8" C.L.
OF COL. VER.
7'-3" C.L. OF COL. VER.
6'-11
" R.O. VER.
4" 3'-4" R.O. VER. 4" 7'-1" R.O. VER.
A
A4.0
A4.0
A4.0
A4.0
A4.0
A
3'-6"3'-6"
1" VER.
3'-4"
3'-5
"3'-5
" 1" VER.
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
CBB
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
EXISTING DOOR
& DOOR FRAME
TO REMAIN.
NO WORK
A3.0
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-8
R.O. VER.
7 3/4"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
A3.0
D
6'-6
" C.L. OF COL. VER.
7 3/4"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
D
2'-8
R.O. VER.
A4.0
A4.0
A4.0
A4.0
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-10"2"
5 1/2"
3'-4"
A3.0
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
3'-4" 2"
INDICATES OPERABLE HOPPER
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
A3.0
7 3/4"
6'-2
" R.O. VER.
EE
6'-6
" C.L. OF COL. VER.
7 3/4"
6'-2
" R.O. VER.
3'-0
"3'-0
" 1" VER.
E
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
E
SHEET CONTENTS
SHEET NUMBER
ISSUE DATE
PROJECT TITLE
07-17-2026
REVISIONS
9535.00
DAS PROJECT NO.
NOTE DATE
OF: 11
GENESIS PROJECT NO.
O
FF
IC
E
PA
R
K R
O
AD
SU
IT
E
W
ES
T D
ES
M
O
IN
ES
, I
A
TE
L:
-4
-1
FA
X:
-4
-1
ENGINEER
ARCHITECT
W
RC
L
IN
DE
N
CO
UR
T
BA
Y W
IN
DO
W R
EP
LA
CE
M
EN
T
W
OO
DW
AR
D, IA
W
IN
D O
W P
LA
N
S
EL
EV
AT
IO
N S
A3.0
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "A"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
EXISTING ELEVATION FOR WINDOW "A"
PLAN FOR NEW WINDOW "A"
ELEVATION FOR NEW WINDOW "A"
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "A, B & C"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
EXISTING ELEVATION FOR WINDOW "A, B & C"
PLAN FOR NEW WINDOW "A, B & C"
ELEVATION FOR NEW WINDOW "A, B & C"
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "D"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
EXISTING ELEVATION FOR WINDOW "D"
PLAN FOR NEW WINDOW "D"
ELEVATION FOR NEW WINDOW "D"
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "E"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
SCALE: 3/8" = 1'-0"
A3.0
EXISTING ELEVATION FOR WINDOW "E"
PLAN FOR NEW WINDOW "E"
ELEVATION FOR NEW WINDOW "E"
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
INDICATES
OPERABLE
HOPPER
A4.0
18'-7"
41 1/2"
2"
5 1/2"
42"2"42"2"42"2"
42"
EXISTING MASONRY WALL
3 3
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
7'-5" C.L. OF COL. VER.
3'-8" C.L. OF
COL. VER.
7'-3" C.L. OF COL. VER.
A3.1
18'-7"
DEMO EXISTING WINDOWS & FRAMES. CONTRACTOR TO FIELD VERIFY
ALL EXISTING ROUGH OPENINGS & EXISTING WINDOW DIMENSIONS
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL
COLUMN TO REMAIN
7'-5" C.L. OF COL. VER.
3'-8" C.L. OF
COL. VER.
7'-3" C.L. OF COL. VER.
INDICATES OPERABLE HOPPER
EXISTING
MASONRY
WALL
3 3
EXISTING 3" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
F R A M E
7 3/4"
7'-5" C.L. OF COL. VER.
3'-8" C.L.
OF COL. VER.
7'-3" C.L. OF COL. VER.
A3.1
6'-11
" R.O. VER.
4"
3'-4" R.O. VER.
4"
7'-1" R.O. VER.
A A C B B
3 3
18'-8"
7 3/4"
7'-5" C.L. OF COL. VER.
3'-8" C.L.
OF COL. VER.
7'-3" C.L. OF COL. VER.
6'-11
" R.O. VER.
4"3'-4" R.O. VER.4"7'-1" R.O. VER.
A
A4.0
A4.0
A4.0
A4.0
A4.0
A
3'-6" 3'-6"
1" VER.
3'-4"
3'-5
" 3'-5
"1" VER.
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
C B B
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
EXISTING DOOR
& DOOR FRAME
TO REMAIN.
NO WORK
A3.1
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-8
R.O. VER.
7 3/4"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
A3.1
D
6'-6
" C.L. OF COL. VER.
7 3/4"
EXISTING TRANSOM,
DOOR &
DOOR FRAME
TO REMAIN.
NO WORK
D
2'-8
R.O. VER.
A4.0
A4.0
A4.0
A4.0
DEMO EXISTING WINDOWS,
ALUM. STORM WINDOWS,
FRAMES & MTL. COL.
ENCLOSURE
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
2'-10" 2"
5 1/2"
3'-4"
A3.1
6'-6
" C.L. OF COL. VER.
2'-10"
5 1/2"
3'-4"2"
INDICATES OPERABLE HOPPER
EXISTING 4" DIA. STRUCTURAL COLUMN TO REMAIN
EXISTING
MASONRY WALL
6'-6
" C.L. OF COL. VER.
A3.1
7 3/4"
6'-2
" R.O. VER.
E E
6'-6
" C.L. OF COL. VER.
7 3/4"
6'-2
" R.O. VER.
3'-0
" 3'-0
"1" VER.
E
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
A4.0
E
3'-6" R.O. VER.
R O
V E R
A
FIXED
FIXED
E Q
E Q
B
FIXED
FIXED
E Q
E Q
3'-5
" R.O. VER.
C
FIXED
FIXED
E Q
E Q
3'-4" R.O. VER.
D
E Q
E Q
2'-8
R.O. VER.
FIXED
FIXED
E
E Q
E Q
3'-0
" R.O. VER.
FIXED
FIXED
R O
V E R
R O
V E R
R O
V E R
R O
V E R
NOTE: SHOWN DIMENSION SIZES AS ROUGH OPENING. ACTUAL SIZES MAY VARIES FROM MANUFACTURERS (VERIFY).
EXISTING WINDOWS:
-INDUSTRIAL STEEL AWNING WINDOWS. (FIXED & HOPPER)
-SINGLE GLAZED INDIVIDUAL MULLIONS WITH ASBESTOS GLAZING.
-PERIMETER FINISHED RECESSED INTO MASONRY WALL.
NEW WINDOWS:
-ALUMINUM CLAD WOOD WINDOWS
-FIXED, TEMPERED, LOW E INSULATED GLASS
COLORS AND FINISHES:
-EXTERIOR WHITE POWDER COATED ALUMINUM
-INTERIOR: WOOD WINDOW JAMBS & WOOD TRIM, PAINTED WHITE
WINDOW NOTES:
· CONTRACTOR TO FIELD VERIFY, ROUGH OPENING SIZES FOR ALL SINGLE AND DOUBLE UNITS (IF SHIPPING AS
DOUBLES) AFTER COLUMNS HAVE BEEN FRAMED AND TRIMMED WITH WOOD BLOCKING AND PLYWOOD.
· IF WINDOWS ARE NOT SHIPPED AS DOUBLES FROM THE MANUFACTURER, CONTRACTOR IS RESPONSIBLE TO FIELD
INSTALL STIFFENER BARS OR PLATES AS REQUIRED BY THE MANUFACTURER TO MEET WIND PRESSURES (BOTH
POSITIVE AND NEGATIVE) FOR THE PERFORMANCE REQUIREMENTS OF WINDOW CLASS AND GRADE SPECIFIED.
· CONTRACTOR TO VERIFY JAMB ATTACHMENT CONDITIONS AT COLUMN BUILD-OUTS WITH MANUFACTURER.
· ALL EXTERIOR FRAME EXTENSIONS (EXCEPT COLUMN ENCLOSURES) ARE TO BE MANUFACTURER SUPPLIED SNAPPED-IN
COVERS IN MATCHING ALUMINUM METAL AND FINISH.
· HORIZONTAL MULLIONS ARE MANUFACTURER'S STANDARD MULLION SEPARATING INDIVIDUAL GLAZED SASHES.
SHEET CONTENTS
SHEET NUMBER
ISSUE DATE
PROJECT TITLE
07-17-2026
REVISIONS
9535.00
DAS PROJECT NO.
NOTE DATE
OF: 11
GENESIS PROJECT NO.
O
FF
IC
E
PA
R
K R
O
AD
SU
IT
E
W
ES
T D
ES
M
O
IN
ES
, I
A
TE
L:
-4
-1
FA
X:
-4
-1
ENGINEER
ARCHITECT
W
RC
L
IN
DE
N
CO
UR
T
BA
Y W
IN
DO
W R
EP
LA
CE
M
EN
T
W
OO
DW
AR
D, IA
W
IN
D O
W P
LA
N
S, EL
EV
AT
IO
N
S, SC
H
ED
U
LE
A3.1
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "A, B & C"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
EXISTING ELEVATION FOR WINDOW "A, B & C"
PLAN FOR NEW WINDOW "A, B & C"
ELEVATION FOR NEW WINDOW "A, B & C"
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "D"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
EXISTING ELEVATION FOR WINDOW "D"
PLAN FOR NEW WINDOW "D"
ELEVATION FOR NEW WINDOW "D"
SCALE: 3/8" = 1'-0"
EXISTING PLAN FOR WINDOW "E"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
SCALE: 3/8" = 1'-0"
A3.1
EXISTING ELEVATION FOR WINDOW "E"
PLAN FOR NEW WINDOW "E"
ELEVATION FOR NEW WINDOW "E"
NO.
OPENING TYPE
W I N D O W S C H E D U L E
GLAZING
I N S U L A T I N G
G L A
T
M P E R E D
G L A
SIZE & FRAME
SEE ELEVATION 4/A3.0
M A S O N R Y
O P E N I N G
A L U M
C L A D
W D
EX.
B
A
C
D
E
WINDOW OPENING
WALL TYPE
E X I S T I N G
M A S O N R Y
EX.
EX.
EX.
EX.
M A P E S
P A N E L
SEE ELEVATION 8/A3.0 & 4/A3.1
84 TOTAL
L I N T E L
Q U A N T I T Y
SEE ELEVATION 8/A3.0 & 4/A3.1
SEE ELEVATION 12/A3.0 & 8/A3.1
SEE ELEVATION 16/A3.0 & 12/A3.1 8
REMARKS
A R E A
S F
E A
21.4
21.1
20.4
16.7
18.8
1,745.2 SF TOTAL
SCALE: 3/8" = 1'-0"
NEW WINDOW TYPES
(MIRRORED CONDITION)(MIRRORED CONDITION)(MIRRORED CONDITION)
(MIRRORED CONDITION) (MIRRORED CONDITION) (MIRRORED CONDITION)
(MIRRORED CONDITION)
(MIRRORED CONDITION)
(MIRRORED CONDITION)
(MIRRORED CONDITION)
(MIRRORED CONDITION)
(MIRRORED CONDITION)
(FIELD VERIFY WITH ALL FINISHED ROUGH OPENINGS)
| 2605 WRC LINDENS WINDOWS 070126-Cover |
| 2605 WRC LINDENS WINDOWS 070126-0.1 |
| 2605 WRC LINDENS WINDOWS 070126-A1.0 |
| 2605 WRC LINDENS WINDOWS 070126-A1.1 |
| 2605 WRC LINDENS WINDOWS 070126-A1.2 |
| 2605 WRC LINDENS WINDOWS 070126-A1.3 |
| 2605 WRC LINDENS WINDOWS 070126-A2.0 |
| 2605 WRC LINDENS WINDOWS 070126-A2.1 |
| 2605 WRC LINDENS WINDOWS 070126-A3.0 |
| 2605 WRC LINDENS WINDOWS 070126-A3.1 |
| 2605 WRC LINDENS WINDOWS 070126-A4.0 |
| 2026-07-21T12:41:07-0500 | |
| Edward L. Matt |
File details come from the government source that posted it. Updated .