HomeMy WebLinkAboutTHE RETREAT AT FORT COLLINS (FORMERLY REDWOOD STREET MULTI-FAMILY) - PDP - PDP180002 - SUBMITTAL DOCUMENTS - ROUND 1 - ELEVATIONSFRONT ELEVATION
THE BIRCHMORE
REAR ELEVATION
- SCALE: 1/4":1'-0" THE BIRCHMORE - SCALE: 1/4":1'-0"
RIGHT ELEVATION
THE BIRCHMORE - SCALE: 1/4":1'-0"
LEFT ELEVATION
THE BIRCHMORE - SCALE: 1/4":1'-0"
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:47:32 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
7
17163
#1 - BIRCHMORE
03/21/2018
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RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
FRONT ELEVATION
THE FAIRVIEW
REAR ELEVATION
- SCALE: 1/4":1'-0" THE FAIRVIEW - SCALE: 1/4":1'-0"
RIGHT ELEVATION
THE FAIRVIEW - SCALE: 1/4":1'-0"
LEFT ELEVATION
THE FAIRVIEW - SCALE: 1/4":1'-0"
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:47:44 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
10
17163
#2 - FAIRVIEW
03/21/2018
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RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
THE COURT YARD
FRONT ELEVATION - A & SCALE: B 1/4" = 1'-0"
12
14
12
14
12
14
12
14
12
4
12
4
MAIN GABLE AT 7 IN 12 SLOPE
MAIN GABLE AT 8 IN 12 SLOPE
REAR ELEVATION - A & B
THE COURT YARD
SCALE: 1/4" = 1'-0"
12
14
12
14
12
14
12
14
12
14
12
4
12
4
MAIN GABLE AT 7 IN 12 SLOPE
MAIN GABLE AT 8 IN 12 SLOPE
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:00 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
13
RIGHT ELEVATION - A & B
THE COURT YARD (COURTYARD SIDE)
SCALE: 1/4" = 1'-0"
THE COURT YARD (COURTYARD SIDE)
LEFT ELEVATION - A & B SCALE: 1/4" = 1'-0"
12
8
12
8
12
7
12
7
MAIN GABLE AT 5 IN 12 SLOPE
MAIN GABLE AT 5 IN 12 SLOPE
12
8
12
8
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:07 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
14
17163
#3 - COURTYARD
03/21/2018
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RIGHT & LEFT ELEVATION - A & B
THE COURT YARD (NON-COURTYARD SIDE)
SCALE: 1/4" = 1'-0"
12
7
12
8
MAIN GABLE AT 5 IN 12 SLOPE
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:15 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
15
17163
#3 - COURTYARD
03/21/2018
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RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
FRONT ELEV. A
LEFT ELEV. A RIGHT ELEV. A
REAR ELEV. A
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
1ST FLR.
8'-11
9'-1 8"
1
8"
1'-0"
1'-0"
6'-11"
HDR. 5/4x6 TRIM BD.
9'-1
1
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD. HDR.
5/4x4 TRIM
BOARD (TYP.)
1x4 FRIEZE (TYP.)
HORIZONTAL LAP
SIDING. EXPOSURE,
TYPE & COLOR AS
PER BUILDER (TYP.)
5/4x10 TRIM BOARD (TYP.)
5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD.
1x4 FRIEZE (TYP.)
HORIZONTAL LAP SIDING.
EXPOSURE, TYPE & COLOR
AS PER BUILDER (TYP.)
SHAKE SIDING
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
5/4x4 TRIM
BOARD (TYP.)
2x2 PICKETS
SCALE: 1/8" = 1'-0"
SIDE ELEVATION
THE CLOVERHURST SCALE: 1/8" = 1'-0"
THE CLOVERHURST
SIDE ELEVATION
FRONT ELEVATION
THE CLOVERHURST SCALE: 1/8" = 1'-0"
REAR ELEVATION
THE CLOVERHURST SCALE: 1/8" = 1'-0"
12
8
12
6
12
6
12
6
12
6
12
6
12
6
12
6
MAIN ROOF AT 6 IN 12 SLOPE
MAIN ROOF AT 6 IN 12 SLOPE
MAIN ROOF AT 6 IN 12 SLOPE
MAIN ROOF AT 6 IN 12 SLOPE
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:32 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
22
17163
#5 - CLOVERHURST
03/21/2018
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FRONT ELEVATION
THE MILLEDGE SCALE: 1/4" = 1'-0"
SIDE ELEVATION
THE MILLEDGE SCALE: 1/4" = 1'-0"
12
4
12
8
12
8
12
4
12
4
12
3
12
8
12
8
MAIN ROOF AT 4 IN 12 SLOPE MAIN ROOF AT 4 IN 12 SLOPE
MAIN ROOF AT 4 IN 12 SLOPE MAIN ROOF AT 4 IN 12 SLOPE
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:41 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
24
17163
#6 - MILLEDGE
03/21/2018
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REAR ELEVATION
THE MILLEDGE SCALE: 1/4" = 1'-0"
SIDE ELEVATION
THE MILLEDGE SCALE: 1/4" = 1'-0"
12
9
12
4
12
4
12
4
12
3
MAIN ROOF AT 4 IN 12 SLOPE
MAIN ROOF AT 4 IN 12 SLOPE
MAIN ROOF AT 4 IN 12 SLOPE
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:49 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
25
17163
#6 - MILLEDGE
03/21/2018
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REAR ELEVATION
THE LUMPKIN
SIDE ELEVATION
THE LUMPKIN SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0"
MAIN ROOF AT 4 IN 12 SLOPE
MAIN ROOF AT 4 IN 12 SLOPE MAIN ROOF AT 4 IN 12 SLOPE
3
12
FRONT ELEVATION
THE LUMPKIN SCALE: 3/16" = 1'-0"
SIDE ELEVATION
THE LUMPKIN SCALE: 3/16" = 1'-0"
12
8
12
8
12
8
12
8
MAIN ROOF AT 4 IN 12 SLOPE
3
12
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:00 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
30
17163
# 7 - LUMPKIN
03/21/2018
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5
4 X 10 PTD WOOD BAND, CONT.
AROUND STRUCTURE.
PARGED FINISH
LAP SIDING COMBINATION :
2 BANDS OF 6.25" PLANKS
1 BAND OF 12" PLANK
CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS
BOARD & BATTEN
LAP SIDING
5
4 X 10 PTD TRIM - TYP.
5
4 X 4 PTD TRIM - TYP.
WINDOW TRIM: 5
4 X 6 PTD
WOOD HEADER TRIM WITH 5
4
X 4 JAMB & BOTTOM TRIM
5
4 X 8 PTD WOOD COLUMN
DRESSING, W/ 5
4X6 CAPITAL
WOOD COLUMN, TYP.
BRICK COLUMNS, TYP.
SEE DETAILS 1/A-3.1
6X6 WOOD COLUMN, TYP.
PARGED FINISH
5
4 X 10 PTD WOOD BAND, CONT.
AROUND STRUCTURE.
SYNTHETIC STONE ON BUILDING
AND PORCH
CEMENTITIOUS SHAKE SIDING
STANDING SEAM METAL ROOF
1X6 PTD FASCIA
LAP SIDING COMBINATION :
2 BANDS OF 6.25" PLANKS
1 BAND OF 12" PLANK
CEMENTITIOUS BOARD & BATTEN
BRICK COLUMNS, TYP.
SEE DETAILS 1/A-3.1
5
4 X 4 PTD TRIM - TYP.
5
4 X 4 PTD TRIM - TYP BELOW
EAVES
LAP SIDING
1X6 PTD FASCIA
5
4 X 4 PTD TRIM - TYP BELOW
EAVES
LAP SIDING BEYOND
@ BUILDING LINE
WINDOW TRIM: 5
4 X 6 PTD
WOOD HEADER TRIM WITH 5
4
X 4 JAMB & BOTTOM TRIM
BRICK COLUMNS, TYP.
SEE DETAILS 1/A-3.1
RAILING DETAIL -
SEE 1/ B A-3.1
5
4 X 10 PTD WOOD BAND, CONT.
AROUND STRUCTURE.
PARGED FINISH
CEMENTITIOUS BOARD
& BATTEN
5
4 X 10 PTD TRIM - TYP.
5
4 X 4 PTD TRIM - TYP.
LAP SIDING COMBINATION :
2 BANDS OF 6.25" PLANKS
1 BAND OF 12" PLANK
CEMENTITIOUS
SHAKE SIDING LAP SIDING
5
4 X 4 PTD TRIM - TYP.
WINDOW TRIM: 5
4 X 6 PTD
WOOD HEADER TRIM WITH 5
4
X 4 JAMB & BOTTOM TRIM
6X6 WOOD COLUMN, TYP.
6X6 WOOD COLUMN, TYP.
PARGED FINISH
5
4 X 10 PTD WOOD BAND, CONT.
AROUND STRUCTURE.
PARGED FINISH
CEMENTITIOUS SHAKE SIDING
5
4 X 10 PTD TRIM - TYP.
1X6 PTD FASCIA
LAP SIDING COMBINATION :
2 BANDS OF 6.25" PLANKS
1 BAND OF 12" PLANK
5
4 X 4 PTD TRIM - TYP.
5
4 X 4 PTD TRIM - TYP BELOW
EAVES
PAINTED GABLE VENT WITH FAUX
ROOF LINE BEYOND BEAM 8' GABLE VENT BASE
WINDOW SHUTTERS
TRUSS MEMBERS BUILT OUT OF
6X6'S FINISHED PER OWNER
SET FLUSH WITH EAVES
CEMENTITIOUS BOARD
& BATTEN
PARGED FINISH CEMENTITIOUS BOARD
& BATTEN
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:23 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
8'-11
8"
6'-11"
3RD FLR.
3RD FLR. P.L.
HDR.
4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12
4:12 4:12 4:12 4:12
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
8'-11
8"
6'-11"
3RD FLR.
3RD FLR. P.L.
HDR.
4:12 4:12 4:12
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:34 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
8'-11
8"
6'-11"
3RD FLR.
3RD FLR. P.L.
HDR.
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
8'-11
8"
6'-11"
3RD FLR.
3RD FLR. P.L.
HDR.
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:45 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
37
17163
9'-11
8" 8'-1
1
8"
6'-11" 6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
8'-11
8"
7'-3"
3RD FLR. P.L.
3RD FLR.
12
SHINGLES AT
ALL ROOF AREAS
PER SPECS
12
5/4x10 TRIM BOARD
8:12
5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD.
FLASHING ON 1x CAP
& 3" BEDMOULD (TYP.)
JOINT
MOULD (TYP.)
1x10 BASE
CAP (TYP.)
8" PRE-FAB
COLUMN (TYP.),
5/4x10 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
1x6 RAKE (TYP.)
1x4
FRIEZE (TYP.)
6:12
5/4x10 TRIM BD.
12
12
12
12
5/4x6 TRIM BD.
5/4x12 TRIM BOARD (TYP.)
2x2 PICKETS
@ 4" O.C.
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
SHINGLE ROOF
RETURN @ 12:12
PITCH (TYP.)
5/4x4 TRIM
BOARD (TYP.)
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
3RD FLR.
3RD FLR. P.L.
1ST FLR.
HDR.
HDR. 12:12
8" PRE-FAB
COLUMN (TYP.)
1x4 FRIEZE (TYP.)
5/4x12 TRIM
BOARD (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16" O.C.
VERT. AND 32" O.C.
HORIZONTAL)
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
1x6 RAKE (TYP.)
1x4 FRIEZE (TYP.)
5/4x4 TRIM
BOARD (TYP.)
HORIZONTAL LAP
SIDING. EXPOSURE,
TYPE & COLOR AS PER
BUILDER (TYP.)
12
4
2x2 PICKETS
@ 4" O.C.
12
6
12
8
SHINGLES AT
ALL ROOF AREAS
PER SPECS
LINE OF ROOF
BEYOND
5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
24x30 LOUVERED
VENT
BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE
12
6
BRACKET
AS REQ'D.
8'-11
9'-1 8"
1
8" 8'-1
1
8"
6'-11" 6'-11"
2ND FLR. P.L.
2ND FLR.
1/A64
2/A62
1/A62
1/A63
LOBBY
9'-0" CLG. HT.
WOMEN.
9'-0" CLG. HT.
SAUNA
SAUNA
FOUNTAIN
MECH
MEN.
9'-0" CLG. HT.
STUDY
9'-0" CLG. HT.
STUDY
9'-0" CLG. HT.
COMPUTER
9'-0" CLG. HT.
WORK ROOM
9'-0" CLG. HT.
BREAK RM
LEASING
STG
BENCH BILLIARD BILLIARD
PORCH
OFFICE
9'-0" CLG. HT.
OFFICE
9'-0" CLG. HT.
OFFICE
9'-0" CLG. HT.
CYBER CAFE
9'-0" CLG. HT.
TAN
9'-0" CLG. HT.
TAN
9'-0" CLG. HT.
MECH
CATV
LOBBY
9'-0" CLG. HT.
SKI
SIMULATION
9'-0" CLG. HT.
FITNESS
9'-0" CLG. HT.
2483 SF
YOGA
STUDIO
9'-0" CLG. HT.
1009 SF
D.W.
SINK
REF.
M.W.
SHOWER
SHOWER
STORAGE &
A1
A3.10
A1
A3.10
A1
A3.10
A1
A3.10
A1
A3.10
A1
A3.10
A1
A3.10
A2-ANSI
A3.11A
A2-ANSI
A3.11A
A1
A3.10
A1
A3.10
A1
A3.10
5'-2"
14'-10 1/2"
19'-5 1/2"
9'-9"
6'-0 1/2"
GROSS
AREA (SF)
Residential
TOTAL
7.963
10.099
LEVEL 2
1/A64
2/A62
1/A62
1/A63
170'-2"
2'-4" 17'-1 1/2"
1'-1 1/2"
6'-10 1/2" 24'-8" 3'-4"
136'-7"
164'-3 1/2"
135'-7"
9'-7 1/2" 2'-4" 9'-7 1/2" 29'-6" 4'-2" 17'-1" 31'-3"
3'-0" 6'-0" 15'-7 1/2" 22'-4 1/2"
10'-4 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 19'-11" 2'-4" 9'-7 1/2" 2'-4" 8'-9 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 10'-11" 3'-1 1/2" 2'-1 1/2" 3'-7"
1'-11 1/2" 6'-0" 3'-1" 3'-0" 5'-0" 5'-0" 3'-0" 2'-3" 6'-0" 5'-8" 6'-0" 5'-0" 2'-10" 3'-10" 6'-0" 5'-0" 8'-0" 5'-0"
2'-5 1/2"
6'-0" 2'-5 1/2"
7'-0 1/2" 10'-9 1/2" 9" 2'-9 1/2" 6'-0" 1'-1 1/2" 2'-4" 9'-7 1/2" 1'-1 1/2" 50'-7 1/2" 10'-11"
5 1/2"
3'-0"
2'-4"
6'-0"
1'-1 1/2"
2'-9 1/2" 6'-0"
T.O.D. 112'-6 3/4"
T.O.P. 121'-7 3/4"
F.F. 100'-0"
T.O.D. 110'-6 3/4"
T.O.D. 112'-6 3/4"
T.O.P. 121'-7 3/4"
F.F. 100'-0"
T.O.D. 110'-6 3/4"
N
HUMPHREYS PARTNERS
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com
March 20, 2018
LOS ANGELES ,CA
LANDMARK PROPERTIES
SCALE: 1/8" = 1'-0"
0' 8' 16' 32'
(24"x36" SHEET)
CLUBHOUSE - FRONT ELEVATION
2 1/8" = 1'-0"
CLUBHOUSE - LEFT ELEVATION
1 1/8" = 1'-0"
T.O.D. 112'-6 3/4"
T.O.P. 121'-7 3/4"
F.F. 100'-0"
T.O.D. 110'-6 3/4"
N
HUMPHREYS PARTNERS
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com
March 20, 2018
LOS ANGELES ,CA
LANDMARK PROPERTIES
SCALE: 1/8" = 1'-0"
0' 8' 16' 32'
(24"x36" SHEET)
CLUBHOUSE - RIGHT ELEVATION
1 1/8" = 1'-0"
T.O.D. 112'-6 3/4"
T.O.P. 121'-7 3/4"
F.F. 100'-0"
T.O.D. 110'-6 3/4"
N
HUMPHREYS PARTNERS
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com
March 20, 2018
LOS ANGELES ,CA
LANDMARK PROPERTIES
SCALE: 1/8" = 1'-0"
0' 8' 16' 32'
(24"x36" SHEET)
CLUBHOUSE - REAR ELEVATION
1 1/8" = 1'-0"
(13) SPACES
(6) SPACES
(13) SPACES
(15) SPACES
(234) BIKE SPACES
(9) SPACES
UP
UP
ELEVATOR
TYP. H.C. SPACE
UP
42" HIGH CHAIN LINK
FENCE BARRIER (TYP.)
STORAGE AREA BELOW RAMP
(177) BIKE SPACES
(20) BIKE SPACES
(18) BIKE SPACES
DERO ROLLING RACK
(TYP.)
DERO ULTRA SPACE SAVER
SINGLE RACK (TYP.)
ELECTRIC VEHICLE
CHARGING STATION (DUAL)
DERO ULTRA SPACE SAVER
DOUBLE RACK (TYP.)
ELECTRIC VEHICLE SPACES (4)
SCALE 1" = 10' 5 10 20
X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163.dwg 3-20-18 11:14:25 AM jmcelroy
A
LL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
PARKING GARAGE -
1ST FLOOR PLAN
52
17163
FOR REVIEW ONLY
03/21/18
.
.
.
(13) SPACES
(13) SPACES
(19) COMPACT SPACES
(12) SPACES
(12) SPACES
UP
UP
ELEVATOR
UP
(20) COMPACT SPACES
42" HIGH CHAIN LINK
FENCE BARRIER (TYP.)
C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C
SCALE 1" = 10' 5 10 20
N
S
W E
X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163.dwg 3-20-18 11:14:29 AM jmcelroy
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
PARKING GARAGE -
2ND FLOOR PLAN
53
17163
FOR REVIEW ONLY
03/21/18
.
.
.
.
.
.
.
.
.
.
.
.
.
UP
UP
ELEVATOR
UP
(13) SPACES
(13) SPACES
(19) SPACES
(12) SPACES
(12) SPACES
(20) SPACES
42" HIGH CHAIN LINK
FENCE BARRIER (TYP.)
C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C
SCALE 1" = 10' 5 10 20
N
S
W E
X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163.dwg 3-20-18 11:14:33 AM jmcelroy
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
PARKING GARAGE -
3RD FLOOR PLAN
54
17163
FOR REVIEW ONLY
03/21/18
.
.
.
.
.
.
.
.
.
.
.
.
.
NORTH ELEVATION
N
S
W E
X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163.dwg 3-20-18 11:14:41 AM jmcelroy
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
PARKING GARAGE -
ELEVATIONS
55
17163
FOR REVIEW ONLY
03/21/18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT AT
FORT COLLINS
LARIMER COUNTY, COLORADO
DEVELOPED AREA - 30.17 ACRES
NORTH ELEVATION
N
S
W E
X:\Projects\17163\Design\Preliminary Development Plan\PDP - 17163.dwg 3-20-18 11:27:21 AM jmcelroy
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
PARKING GARAGE -
ELEVATIONS
55
17163
FOR REVIEW ONLY
03/21/18
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT AT
FORT COLLINS
LARIMER COUNTY, COLORADO
DEVELOPED AREA - 30.17 ACRES
5'-0"
MIN.
12'-6"
13'-6"
14'-0"
30'-3"
29'-0"
5'-0"
6'-6"
11'-6"
28'-11
2"
ADA TRASH RECEPTACLES
ADA SIGNAGE
1'-0" (TYP.) 12'-6" 13'-6"
5'-10" 42" MIN
2'-10"
28'-0" O.C.
4'-0"
30'-3" 6'-6" 5'-0"
2'-10"
11'-8"
9'-6"
11'-6"
11'-8"
14'-0" 16'-3"
9'-4"
4'-9"
9'-6"
9'-4"
2'-10"
29'-51
2"
0'-3"
0'-2"
0'-2" 0'-2"
0'-3"
0'-3"
5'-6"
9'-6"
28'-51
2"
9'-0"
28'-11
2"
BACK SIDE DUMPSTER ELEVATION SHORT SIDE DUMPSTER ELEVATION
FRONT SIDE DUMPSTER ELEVATION LONG SIDE DUMPSTER ELEVATION
N
S
W E
X:\Projects\17163\Design\Rendering\Unit Elevations\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 11:25:18 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
56
17163
TRASH/RECYCLING
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
PLAN - DUMPSTER
A
DUMPSTER ELEVATIONS
B
DUMPSTER PERSPECTIVE
C
.
.
.
RETREAT AT
FORT COLLINS
LARIMER COUNTY, COLORADO
DEVELOPED AREA - 30.17 ACRES
.
.
.
RETREAT AT
FORT COLLINS
LARIMER COUNTY, COLORADO
DEVELOPED AREA - 30.17 ACRES
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT AT
FORT COLLINS
LARIMER COUNTY, COLORADO
DEVELOPED AREA - 30.17 ACRES
9'-11"
8'-0" 2'-3" 3'-0" 2'-3" 3'-0" 3'-0"1'-1 1/2"
10'-11" 12'-9 1/2" 12'-8" 20'-0" 6'-10 1/2" 38'-0 1/2" 50'-7 1/2" 10'-11" 1'-6"
2'-5 1/2" 6'-0" 2'-5 1/2" 4'-4" 4'-0" 4'-4"
N
HUMPHREYS PARTNERS
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com
March 20, 2018
LOS ANGELES ,CA
LANDMARK PROPERTIES
SCALE: 1/8" = 1'-0"
0' 8' 16' 32'
(24"x36" SHEET)
CLUBHOUSE - FIRST FLOOR PLAN (NOTES)
1 1/8" = 1'-0"
SYMBOL LEGEND - BLDG PLANS
1 PARTITION WALL TAG
EXTERIOR ELEVATION TAG
WALL SECTION TAG
DETAIL SECTION TAG
X/AX.XX
X/AX.XX FEC
SURFACE MOUNTED FIRE EXTINGUISHER
(WOOD FRAME WALLS), CABINETS MAX.
5'-0" A.F.F. TO TOP OF CABINET, MAX. 75
FT. TRAVEL DISTANCE- LEADING EDGE
MUST BE BELOW 27"
20"X 30" ATTIC ACCESS
PANEL- 1 HOUR RATED-
LOCAKABLE
X/AX.XX
1 HR FIRE PARTITION
NOTE:
1. RISER AND TELECOM ROOMS ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFER
TO CIVIL AND ELECTRICAL PLANS FOR THE EXACT LOCATION OF ROOMS.
2. UNIT INTERIOR WALL TYPES ARE: 3B (TYPICAL); 3C AT PLUMBING WALLS; 3A AROUND UTILITY ROOMS.
3. STONE IS SHOWN FOR REFERENCE ONLY. THERE IS A 1 1/2" X 2" BRICK LEDGE. REFERENCE STRUCTURAL.
4. ALL DIMENSIONS ARE DRAWN TO STUD, REFER TO STRUCTURAL FOR ALL FOUNDATION DIMENSIONS.
WARP CONCRETE FLUSH WITH
FINISH FLOOR - NOT TO
EXCEED 2% IN ANY DIRECTION
REF. STRUCTURAL
23 DOOR TAG, REF. A1.08
TRAY CEILING - 9'-0" CEILINGS
1 1/2" X 2" LEDGE- MANUF.
STONE LOCATIONS
2 HR FIRE PARTITION
GENERAL CLUBHOUSE NOTES
1. REF. TO MEP DWGS FOR LOCATION OF SMOKE & FIRE DETECTORS.
2. REF. SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.
3. REF. SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.
4. REF. TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.
5. REF. TO BUILDING PLANS FOR WALL TYPES.
6. REF. SHEET A8.01 FOR DOOR SCHEDULE & DETAILS.
7. REF. SHEET A8.01 FOR WINDOW SCHEDULE & DETAILS.
8. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING.
9. ALL ANGLES ARE 45 DEG. TO HORIZONTAL & VERTICAL DIRECTIONS, UNLESS OTHERWISE NOTED.
10. SOUND INSULATE WALLS AROUND ALL HVAC CLOSETS, RESTROOMS, AND OTHER WALLS AS INDICATED ON PLANS.
11. ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.
12. FOR DIMENSIONING PURPOSES, TYPICAL STUD WALLS ARE DIMENSIONED AS 5 1/2" AND 3 1/2" THICK.
13. PAINT UNDERSIDE OF ALL EXPOSED SHELVING.
14. ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZING STANDARDS.
15. REFER TO A1.04 FOR ALL INTERIOR ICC/ANSI 117.1-2003 AND ADA ACCESSIBILITY REQUIREMENTS.
16. INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS. PROVIDE
FILLERS AS REQUIRED. REFER TO CABINET SHOP DRAWINGS.
17. A SIGN STATING THE MAXIMUM OCCUPANCY OF THE CLUBROOM MUST BE POSTED IN A CONSPICUOUS LOCATION IN THE
CLUBROOM.
18. PROVIDE 36" ACCESSIBLE ROUTE TO EACH PIECE OF EQUIPMENT INSTALLED IN FITNESS ROOM.
19. CONTRACTOR TO VERIFY THE QUANTITY AND LOCATION OF FIRE EXTINGUISHER CABINETS WITH THE FIRE DEPARTMENT
PIOR TO INSTALLATION.
20. INSULATE WALLS AND CEILING OF SAUNA AND STEAM ROOM.
21. ALL EXTERIOR SLABS TO SLOPE 1
8"/ FT TO EDGE OF SLAB. -LIGHT BROOM FINISH AT SLOPED SURFACES.
22. REFER TO STRUCTURAL DRAWINGS FOR ANY SPECIAL STUD THICKNESSES.
23. REF. TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES.
24. REF. TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES AND FINISHES.
25. REFER TO ID FOR FLOOR FINISHES. TOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT
SURFACE THAT EXTENDS UPWARD ONTO THE WALLS 6" MIN.
26. REFER TO ID DRAWINGS FOR INTERIOR WALL FINISHES. WALLS WITHIN 2' OF URINALS AND WATER CLOSETS SHALL HAVE A
SMOOTH, HARD, NON-ABSORBENT SURFACE, TO A HEIGHT OF 4' MIN. AFF, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE
MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES
SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE
INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE.
WASH /DRY
9'-0" CLG. HT.
GAME COVE
9'-0" CLG. HT.
KITCHEN
SKYTECH SPORT
PRESIDENT
FOOTPRINT
15'-0"
POOL
EQUIP.
141 SF
NET AREA
(SF)
COFFEE
FITNESS
499
1.009
LEVEL 1
TOTAL 13.367
YOGA STUDIO
2.483
CLUBHOUSE 9.218
COFFEE
9'-0" CLG. HT.
499 SF
162'-11 1/2"
10" 25'-0" 3'-2" 9'-9" 2'-8" 1'-0"
136'-7"
163'-1 1/2"
135'-6"
9'-3 1/2" 2'-8" 19'-8" 2'-8" 19'-1 1/2" 5'-0" 18'-5" 2'-8" 9'-3 1/2" 2'-8" 9'-3 1/2" 2'-8" 17'-1 1/2"
3'-2" 6'-0" 5'-8 1/2" 6'-0" 4'-1 1/2" 3'-1 1/2" 3'-0" 3'-2" 3'-2" 3'-0" 13'-6" 6'-10 1/2" 6'-0" 5'-6 1/2" 1'-7 1/2" 6'-0" 1'-8" 1'-8" 6'-0" 1'-7 1/2" 5'-6 1/2" 6'-0" 5'-6 1/2"
9'-11 1/2" 2'-4" 12'-9'-5 1/7 2" 1/2" 2'-4" 9'-7 1/2" 2'-4" 19'-11" 2'-4" 9'-7 1/2" 2'-4" 8'-9 1/2" 2'-4" 9'-7 1/2" 2'-4" 9'-7 1/2" 2'-4" 11'-1" 3'-11 1/2"1'-4" 3'-7"
2'-1 1/2" 6'-0" 1'-11 1/2"
2'-11"
1'-11 1/2" 1'-10" 6'-0" 1'-10" 1'-1 1/2" 6'-0" 5'-8" 6'-0" 1'-1 1/2" 1'-9 1/2" 6'-0" 1'-9 1/2" 1'-5" 6'-0" 1'-5" 6'-3 1/2" 3'-4" 3'-4" 6'-3 1/2" 2'-5 1/2" 6'-0" 2'-7 1/2"
6'-5 1/2" 6'-11 1/2" 8'-3 1/2" 5'-8 1/2" 4'-2 1/2" 2'-8" 9'-3 1/2" 2'-8" 49'-1" 11'-3"
N
HUMPHREYS PARTNERS
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com
March 20, 2018
LOS ANGELES ,CA
LANDMARK PROPERTIES
SCALE: 1/8" = 1'-0"
0' 8' 16' 32'
(24"x36" SHEET)
CLUBHOUSE - FIRST FLOOR PLAN (NOTES)
1 1/8" = 1'-0"
SYMBOL LEGEND - BLDG PLANS
1 PARTITION WALL TAG
EXTERIOR ELEVATION TAG
WALL SECTION TAG
DETAIL SECTION TAG
X/AX.XX
X/AX.XX FEC
SURFACE MOUNTED FIRE EXTINGUISHER
(WOOD FRAME WALLS), CABINETS MAX.
5'-0" A.F.F. TO TOP OF CABINET, MAX. 75
FT. TRAVEL DISTANCE- LEADING EDGE
MUST BE BELOW 27"
20"X 30" ATTIC ACCESS
PANEL- 1 HOUR RATED-
LOCAKABLE
X/AX.XX
1 HR FIRE PARTITION
NOTE:
1. RISER AND TELECOM ROOMS ARE LOCATED ON THE BUILDING PLANS FOR REFERENCE ONLY. REFER
TO CIVIL AND ELECTRICAL PLANS FOR THE EXACT LOCATION OF ROOMS.
2. UNIT INTERIOR WALL TYPES ARE: 3B (TYPICAL); 3C AT PLUMBING WALLS; 3A AROUND UTILITY ROOMS.
3. STONE IS SHOWN FOR REFERENCE ONLY. THERE IS A 1 1/2" X 2" BRICK LEDGE. REFERENCE STRUCTURAL.
4. ALL DIMENSIONS ARE DRAWN TO STUD, REFER TO STRUCTURAL FOR ALL FOUNDATION DIMENSIONS.
WARP CONCRETE FLUSH WITH
FINISH FLOOR - NOT TO
EXCEED 2% IN ANY DIRECTION
REF. STRUCTURAL
23 DOOR TAG, REF. A1.08
TRAY CEILING - 9'-0" CEILINGS
1 1/2" X 2" LEDGE- MANUF.
STONE LOCATIONS
2 HR FIRE PARTITION
GENERAL CLUBHOUSE NOTES
1. REF. TO MEP DWGS FOR LOCATION OF SMOKE & FIRE DETECTORS.
2. REF. SHEET A1.02 FOR TYPICAL INTERIOR ELEVATION PROFILES & NOTES.
3. REF. SHEET A1.02 FOR ABBREVIATIONS AND GENERAL PROJECT NOTES.
4. REF. TO SHEET A1.05 FOR TYPICAL WALL ASSEMBLIES.
5. REF. TO BUILDING PLANS FOR WALL TYPES.
6. REF. SHEET A8.01 FOR DOOR SCHEDULE & DETAILS.
7. REF. SHEET A8.01 FOR WINDOW SCHEDULE & DETAILS.
8. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER LINE OF OPENING.
9. ALL ANGLES ARE 45 DEG. TO HORIZONTAL & VERTICAL DIRECTIONS, UNLESS OTHERWISE NOTED.
10. SOUND INSULATE WALLS AROUND ALL HVAC CLOSETS, RESTROOMS, AND OTHER WALLS AS INDICATED ON PLANS.
11. ALL INTERIOR DOORS SHALL ALLOW 3/4" AIRFLOW FOR RETURN AIR AT BOTTOM OF DOOR.
12. FOR DIMENSIONING PURPOSES, TYPICAL STUD WALLS ARE DIMENSIONED AS 5 1/2" AND 3 1/2" THICK.
13. PAINT UNDERSIDE OF ALL EXPOSED SHELVING.
14. ALL EXTERIOR WINDOWS SHALL MEET ALL FEDERAL, STATE AND ANY LOCAL GLAZING STANDARDS.
15. REFER TO A1.04 FOR ALL INTERIOR ICC/ANSI 117.1-2003 AND ADA ACCESSIBILITY REQUIREMENTS.
16. INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY. CONTRACTOR TO VERIFY ALL DIMENSIONS. PROVIDE
FILLERS AS REQUIRED. REFER TO CABINET SHOP DRAWINGS.
17. A SIGN STATING THE MAXIMUM OCCUPANCY OF THE CLUBROOM MUST BE POSTED IN A CONSPICUOUS LOCATION IN THE
CLUBROOM.
18. PROVIDE 36" ACCESSIBLE ROUTE TO EACH PIECE OF EQUIPMENT INSTALLED IN FITNESS ROOM.
19. CONTRACTOR TO VERIFY THE QUANTITY AND LOCATION OF FIRE EXTINGUISHER CABINETS WITH THE FIRE DEPARTMENT
PIOR TO INSTALLATION.
20. INSULATE WALLS AND CEILING OF SAUNA AND STEAM ROOM.
21. ALL EXTERIOR SLABS TO SLOPE 1
8"/ FT TO EDGE OF SLAB. -LIGHT BROOM FINISH AT SLOPED SURFACES.
22. REFER TO STRUCTURAL DRAWINGS FOR ANY SPECIAL STUD THICKNESSES.
23. REF. TO INTERIOR DESIGNER FINISH SCHEDULE FOR FINISHES.
24. REF. TO INTERIOR DESIGNER DRAWINGS FOR EXACT MOLDING LOCATIONS, SIZES AND FINISHES.
25. REFER TO ID FOR FLOOR FINISHES. TOILET AND BATHING ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT
SURFACE THAT EXTENDS UPWARD ONTO THE WALLS 6" MIN.
26. REFER TO ID DRAWINGS FOR INTERIOR WALL FINISHES. WALLS WITHIN 2' OF URINALS AND WATER CLOSETS SHALL HAVE A
SMOOTH, HARD, NON-ABSORBENT SURFACE, TO A HEIGHT OF 4' MIN. AFF, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE
MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES
SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE
INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE.
1ST FLR. P.L.
3RD FLR.
3RD FLR. P.L.
1ST FLR.
HDR.
HDR.
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
8'-11
9'-1 8"
1
8" 8'-1
1
8"
3RD FLR.
3RD FLR. P.L.
6'-11" 6'-11"
1ST FLR.
HDR.
12:12 HDR.
8" PRE-FAB
COLUMN (TYP.)
1x4
FRIEZE (TYP.)
5/4x12 TRIM
BOARD (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16"
O.C. VERT. AND 32"
O.C. HORIZONTAL)
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL
(TYP.)
1x6 RAKE (TYP.)
1x4 FRIEZE (TYP.)
5/4x4 TRIM
BOARD (TYP.)
HORIZONTAL LAP
SIDING. EXPOSURE,
TYPE & COLOR AS
PER BUILDER (TYP.)
12
4
2x2 PICKETS
@ 4" O.C.
12
6
12
8
SHINGLES AT
ALL ROOF AREAS
PER SPECS
LINE OF
ROOF BEYOND
5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
24x30 LOUVERED
VENT
BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE
12
6
BRACKET AS
REQ'D.
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
3RD FLR.
3RD FLR. P.L.
1ST FLR.
HDR.
HDR.
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:50:07 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
42
17163
#10 - TILLMAN
03/21/2018
.
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.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
SCALE: 3/16" = 1'-0"
BUILDING LEFT ELEVATION
42
1
SCALE: 3/16" = 1'-0"
BUILDING RIGHT ELEVATION
42
2
5/4x4 TRIM
BOARD (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16"
O.C. VERT. AND 32"
O.C. HORIZONTAL)
5/4x4 CORNER
BOARD (TYP.)
1x6 FASCIA (TYP.)
1x4 FRIEZE (TYP.)
HORIZONTAL LAP SIDING.
EXPOSURE, TYPE & COLOR
AS PER BUILDER (TYP.)
SHAKE SIDING, TYPICAL
WHERE SHOWN
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
BOARD & BATTEN-
1x3 @ 16" O.C. (TYP.)
5/4x10 TRIM BOARD
2ND FLR.
2ND FLR. P.L.
5/4x6 T.B.
5/4x6 T.B.
5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD.
5/4x10 TRIM BOARD
5/4x24 TRIM BOARD
SHINGLE ROOF
RETURN @ 12:12
PITCH (TYP.)
5/4x4 TRIM
BOARD (TYP.)
5/4x4 TRIM
BOARD (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16"
O.C. VERT. AND 32"
O.C. HORIZONTAL)
5/4x4 CORNER
BOARD (TYP.)
1x6 FASCIA (TYP.)
1x4 FRIEZE (TYP.)
SHAKE SIDING, TYPICAL
WHERE SHOWN
HORIZONTAL LAP SIDING.
EXPOSURE, TYPE & COLOR
AS PER BUILDER (TYP.)
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
BOARD & BATTEN-
1x3 @ 16" O.C. (TYP.)
2x2 PICKETS
@ 4" O.C.
(2) 24"x24"
PANELED
SHUTTERS
24"x24" PANELED
SHUTTER (TYP.)
SHINGLES AT
ALL ROOF AREAS
PER SPECS
8:12
3:12
5/4 MAT'L.
1x6 RAKE (TYP.)
1x4
FRIEZE (TYP.)
12
10
12
10
12
10
FLASHING ON 1x CAP
& 3" BEDMOULD (TYP.)
JOINT
MOULD (TYP.)
1x10 BASE
CAP (TYP.)
8" PRE-FAB
COLUMN (TYP.),
BRICK ROWLOCK
SILL (TYP.)
5/4x10 TRIM BOARD 5/4x10 TRIM BOARD
DORMER
HDR.
2ND FLR. P.L.
5/4x6 T.B.
6'-11" 6'-11"
8'-11
9'-1 8"
1
8" 8'-1
1
8"
6'-11"
1ST FLR.
1ST FLR. P.L.
2ND FLR.
2ND FLR. P.L.
HDR.
HDR.
3RD FLR. P.L.
3RD FLR.
HDR.
HDR.
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
1ST FLR.
1x6 FASCIA (TYP.)
1x4 FRIEZE (TYP.)
4:12
SHINGLES AT
ALL ROOF AREAS
PER SPECS
5/4x6 TRIM BD.
HORIZONTAL LAP
SIDING.
EXPOSURE, TYPE
& COLOR AS PER
BUILDER (TYP.)
5/4x4 TRIM
BOARD (TYP.)
3RD FLR.
3RD FLR. P.L.
HDR.
5/4x6 TRIM BD. 5/4x6 T.B. 5/4x6 T.B.
5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x6 TRIM BD.
5/4x6 TRIM BD. 5/4x6 TRIM BD.
5/4x10 TRIM BOARD
BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE
6:12 6:12
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:57 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
41
17163
#10 - TILLMAN
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
SCALE: 3/16" = 1'-0"
BUILDING FRONT ELEVATION
41
1
SCALE: 3/16" = 1'-0"
BUILDING REAR ELEVATION
41
2
#9 - BALDWIN
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
SCALE: 1/4" = 1'-0"
BUILDING LEFT ELEVATION
37
1
SCALE: 1/4" = 1'-0"
BUILDING RIGHT ELEVATION
37
2
ELEVATIONS
36
17163
#9 - BALDWIN
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
SCALE: 1/4" = 1'-0"
BUILDING FRONT ELEVATION
36
1
SCALE: 1/4" = 1'-0"
BUILDING REAR ELEVATION
36
2
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
33
17163
#8 - SYCAMORE
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
1 1/4" = 1'-0"
LEFT ELEVATION
2 1/4" = 1'-0"
REAR ELEVATION
BEAM PER ENGINEER - DRESS
OUT WITH 5X4 X 8 TRIM
TRUSS MEMBERS BUILT OUT OF
6X6'S FINISHED PER OWNER
TRUSS MEMBERS BUILT OUT OF
6X6'S FINISHED PER OWNER
5
4 X 8 PTD WOOD COLUMN
DRESSING, W/ 5
4X6 CAPITAL
WOOD COLUMN, TYP. 6X6 WOOD COLUMN, TYP.
PARGED FINISH
BEYOND
BRICK WATER TABLE, TYP.
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:49:11 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
32
17163
#8 - SYCAMORE
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
1 1/4" = 1'-0"
FRONT ELEVATION
2 1/4" = 1'-0"
RIGHT ELEVATION
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
.
RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
.
.
.
.
.
.
RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
@ 4" O.C.
BRICK VENEER (W/
GALV. TIES @ 16"
O.C. VERT. AND 32"
O.C. HORIZONTAL)
BOARD & BATTEN-
1x4 @ 18" O.C. (TYP.) 5/4x6 TRIM BD.
1x6 FASCIA (TYP.)
1x6 RAKE (TYP.)
1x4
FRIEZE (TYP.)
6:12
6:12 6:12
8
12
SHINGLES AT
ALL ROOF AREAS
PER SPECS
3'-6"
(TYP.)
FLASHING ON 1x CAP
& 3" BEDMOULD (TYP.)
JOINT
MOULD (TYP.)
1x10 BASE
CAP (TYP.)
6" PRE-FAB
COLUMN (TYP.),
BRICK ROWLOCK
SILL (TYP.)
5/4x4 TRIM
BOARD (TYP.)
3'-6"
6
12
5/4x10 TRIM
BOARD (TYP.)
6" PRE-FAB
COLUMN (TYP.)
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16" O.C.
VERT. AND 32" O.C.
HORIZONTAL)
2x2 PICKETS
@ 4" O.C.
1x4 FRIEZE (TYP.)
24x30 LOUVERED
VENT
3'-0"
HORIZONTAL LAP SIDING.
EXPOSURE, TYPE & COLOR
AS PER BUILDER (TYP.)
1x6 RAKE (TYP.)
1x4 FRIEZE (TYP.)
1'-0"
1'-0"
5/4x6 TRIM BD.
3'-6"
8:12
6
12
6
12
5/4x10 TRIM
BOARD (TYP.)
6" PRE-FAB
COLUMN (TYP.)
BRICK ROWLOCK -
SET 6" ABOVE
WINDOW SILL (TYP.)
BRICK VENEER (W/
GALV. TIES @ 16" O.C.
VERT. AND 32" O.C.
HORIZONTAL)
2x2 PICKETS
@ 4" O.C.
1x4 FRIEZE (TYP.)
24x30 LOUVERED
VENT
3'-0"
SHINGLES AT
ALL ROOF AREAS
PER SPECS
1x6 RAKE (TYP.)
1x4 FRIEZE (TYP.)
SHINGLES AT
ALL ROOF AREAS
PER SPECS
6:12
5/4x6 TRIM BD. 5/4x6 TRIM BD.
1x6 FASCIA (TYP.)
5/4x4 TRIM
BOARD (TYP.)
5/4x4 TRIM
BOARD (TYP.)
(2) 24"x24" PANELED
SHUTTERS
5/4x4 TRIM
BOARD (TYP.)
6
12
8:12
6
12
SHINGLES AT
ALL ROOF AREAS
12 PER SPECS
6
1'-81
4"
5/4x4 TRIM
BOARD (TYP.)
5/4x10 TRIM BOARD
5/4x4 TRIM
BOARD (TYP.)
6:12 6:12
12
6
3'-6"
BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE
BRICK VENEER ON SIDE/REAR
ELEVATIONS BELOW SLAB LINE
12
6
BRACKET
AS REQ'D.
3'-6"
8'-11
9'-1 8"
1
8"
6'-11"
2ND FLR. P.L.
2ND FLR.
1ST FLR. P.L.
1ST FLR.
HDR.
HORIZONTAL LAP
SIDING. EXPOSURE,
TYPE & COLOR AS
PER BUILDER (TYP.)
BRACKET AS
REQ'D.
C:\Users\jperloff\appdata\local\temp\AcPublish_6004\Dimensioned-Labeled B&W Elevations on W&A Block - 17163.dwg 3-20-18 10:48:24 AM jperloff
ALL DRAWINGS SHALL REMAIN THE PROPERTY OF W&A ENGINEERING.
THESE INSTRUMENTS OF SERVICE ARE TO BE USED SOLELY FOR THIS
SPECIFIC PROJECT. W&A ENGINEERING SHALL RETAIN ALL LEGAL
RIGHTS TO THE USE OF THE INSTRUMENTS OF SERVICE AND SHALL
RETAIN FULL PROTECTION UNDER UNITED STATES COPYRIGHT LAW.
REVISIONS
DATE:
DATE COMMENT
A
4 6 8 10 12 14 16 18 20 22 24 26 28 30 32
B
C
D
E
F
G
H
I
J
K
L
2
ELEVATIONS
19
17163
#4 - OAKVIEW
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
CITY OF FORT COLLINS, COLORADO
+/- 30.17 ACRES
.
.
.
RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES
17163
#3 - COURTYARD
03/21/2018
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
RETREAT at
FORT COLLINS
FORT COLLINS, COLORADO
+/- 30.17 ACRES