HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 10 - Supporting Documentation
Information Technology
Geographic Information Services
215 North Mason Street * P.O. Box 580 * Fort Collins, CO 80522-0580 * (970) 416-2483 * FAX (970) 221-6329 * fcgov.com/gis
Unit Level Addressing Form
This form is intended to aid in the development of unit level addresses. This data will be used by Poudre Fire Authority, USPS,
Fort Collins Utilities, and Building Services. If your project is commercial, industrial, or multifamily with three or more tenant
units, you will need to file this form with the GIS Department (gis@fcgov.com), which assigns addresses according to City
standards for emergency services.
Project Name:
Address: City: State: Zip:
Building Permit Number: Number of Tenant Spaces:
Owner/Contact Name:
Address: City: State: Zip:
Phone Number: E-Mail:
Please include copies of the floor plans or use the space below to illustrate the tenant layout of each floor.
Office Use:
Assigned Addresses:
Approved by: Date:
TYPE 1
BUILDING VARIATION LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
TYPE 7
TYPE 8
TYPE 9
TYPE 10
TYPE 11
TYPE 12
TYPE 13
TYPE 14
TYPE 15
TYPE 16
TYPE 2
TYPE 3
TYPE 4
TYPE 4
TYPE 11
TYPE 5
TYPE 6 TYPE 7
TYPE 7
TYPE 8
TYPE 9
TYPE 10
TYPE 4 TYPE 11
TYPE 11
TYPE 11
TYPE 11
TYPE 12
TYPE 12
TYPE 13
TYPE 13
TYPE 13
TYPE 13
TYPE 14
TYPE 14
TYPE 14
TYPE 3
TYPE 15
TYPE 15
TYPE 15
TYPE 15
TYPE 16
TYPE 16
TYPE 16
TYPE 16
TYPE 16
TYPE 16
TYPE 11
2
1
3 4 5 6
7
13
14151617
20 19 18
12
9
10
11
29
30
31
32
33
28
21
25
26
22 23
24
27
34
35
36
3739
38
40
8
TYPE 15
3 PLEX
3 PLEX
4 PLEX
4 PLEX
4 PLEX
4 PLEX
4 PLEX
4 PLEX
4 PLEX
4 PLEX
6 PLEX
6 PLEX
6 PLEX
8 PLEX
8 PLEX
8 PLEX
C.5
A.1
C.6
B.3
A.2
C.6
B.4
A.2
B.3
C.6
C.6
A.1
C.5
A.1
A.2
C.5
A.2
B.4 A.1 C.6 B.3
A.2
C.5 B.4 A.2 C.5
B.3 A.1 C.6
B.4
C.5
C.6
B.3
B.4
A.2
A.1
C.6
B.4
C.5
A.1
BUILDING VARIATION SUMMARY
NO. OF UNITS
PER BUILDING
98'-1" x 45'-0"
98'-1" x 45'-0"
98'-2" x 45'-0"
98'-2" x 45'-0"
100'-7" x 45'-0"
100'-7" x 45'-0"
100'-7" x 45'-0"
100'-7" x 45'-0"
108'-6" x 45'-0"
100'-7" x 45'-0"
133'-11" x 45'-0"
133'-11" x 45'-0"
133'-11" x 45'-0"
180'-6" x 45'-6"
180'-6" x 45'-6"
180'-6" x 45'-6"
3-PLEX TYPE 1
3-PLEX TYPE 2
4-PLEX TYPE 3
4-PLEX TYPE 4
4-PLEX TYPE 5
4-PLEX TYPE 6
4-PLEX TYPE 7
4-PLEX TYPE 8
4-PLEX TYPE 9
4-PLEX TYPE 10
6-PLEX TYPE 11
6-PLEX TYPE 12
6-PLEX TYPE 13
8-PLEX TYPE 14
8-PLEX TYPE 15
8-PLEX TYPE 16
3
3
4
4
4
4
4
4
4
4
6
6
6
8
8
8
1
1
2
3
1
1
2
1
1
1
6
2
4
3
5
6
HOUSING TYPE
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(f) 3-4 UNIT
MULTI-FAMILY DWELLINGS
(g) 5-7 UNIT
MULTI-FAMILY DWELLINGS
(g) 5-7 UNIT
MULTI-FAMILY DWELLINGS
(g) 5-7 UNIT
MULTI-FAMILY DWELLINGS
(h) GREATER THAN 7 UNIT
MULTI-FAMILY DWELLINGS
(h) GREATER THAN 7 UNIT
MULTI-FAMILY DWELLINGS
(h) GREATER THAN 7 UNIT
MULTI-FAMILY DWELLINGS
UNIT FEATURES/
ACCESSIBILITY TYPES EXTERIOR FINISH MATERIALSBUILDING
DIMENSIONS
NO. OF
BUILDINGS
BUILDING
NUMBERS
BUILDING
TYPE HEIGHT ROOF FORM BUILDING ARCHITECTURAL FEATURES
32
28
3, 10
11, 16, 24
14
22
23, 39
31
38
33
7, 12, 15, 19, 27, 37
5, 36
9, 13, 21, 40
1, 6, 26
2, 8, 20, 30, 35
4, 17, 18, 25, 29, 34
1 STORY, 23'-9"
1 STORY, 23'-9"
1 STORY, 23'-0"
1 STORY, 17'-4"
1 STORY, 23'-9"
1 STORY, 23'-0"
1 STORY, 23'-6"
1 STORY, 17'-6"
1 STORY, 23'-0"
1 STORY, 23'-0"
2 STORIES, 32'-6"
2 STORIES, 29'-6"
2 STORIES, 34'-0"
2 STORIES, 32'-0"
2 STORIES, 28'-7"
2 STORIES, 33'-2"
(2) 1 BD TYPE B + (1) 3 BD TYPE A, 1-SPACE
VAN ACCESSIBLE GARAGE - 504 SF
(2) 1 BD TYPE B + (1) 3 BD TYPE A, 1-SPACE
VAN ACCESSIBLE GARAGE - 481 SF
(4) 1 BD TYPE B, 1-SPACE
NON ACCESSIBLE GARAGE - 286 SF
(4) 1 BD TYPE B, 1-SPACE
NON ACCESSIBLE GARAGE - 286 SF
(3) 1 BD TYPE B + (1) 1 BD TYPE A, 1-SPACE
ACCESSIBLE GARAGE - 333 SF
(4) 1 BD TYPE B, 1-SPACE
ACCESSIBLE GARAGE - 333 SF
(4) 1 BD TYPE B, 1-SPACE
ACCESSIBLE GARAGE - 333 SF
(4) 1 BD TYPE B, 1-SPACE
ACCESSIBLE GARAGE - 333 SF
(3) 1 BD TYPE B + (1) 2 BD TYPE A, 1-SPACE
ACCESSIBLE GARAGE - 430 SF
(3) 1 BD TYPE B + (1) 1 BD TYPE A, 1-SPACE
ACCESSIBLE GARAGE - 333 SF
6:12 MAIN GABLE,
11:12 ACCENT GABLES & 3:12 SHEDS
6:12 MAIN GABLE,
11:12 ACCENT GABLES & 3:12 SHEDS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
MULTI-FACETED
4:12 HIP ROOFS
6:12 MAIN GABLE,
11:12 ACCENT GABLES & 3:12 SHEDS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
6:12 MAIN GABLE,
11:12 ACCENT GABLES & 3:12 SHEDS
MULTI-FACETED
4:12 HIP ROOFS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
4:12 HIP ROOF w/4:12 RIDGE DORMER
& 4:12 ACCENT DORMERS
6:12 MAIN GABLE,
11:12 ACCENT GABLES, 6:12 & 4:12 SHEDS
6:12 SIDE TO SIDE MAIN GABLE,
3:12 MONO-PITCH & SHED ROOFS
MULTI-FACETED
4:12 HIP ROOFS
6:12 MAIN GABLE,
11:12 ACCENT GABLES & 3:12 SHEDS
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
PRIMARY 8" REVEAL HORIZ. LAP SIDING
SECONDARY BRICK VENEER
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
PRIMARY 8" REVEAL HORIZ. LAP SIDING
SECONDARY BRICK VENEER
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
PRIMARY 8" REVEAL HORIZ. LAP SIDING
SECONDARY BRICK VENEER
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
PRIMARY SMOOTH CEMENT FIBER PANEL
SECONDARY 8" REVEAL LAP SIDING
TERTIARY LEDGESTONE VENEER
PRIMARY 8" REVEAL HORIZ. LAP SIDING
SECONDARY BRICK VENEER
PRIMARY VERTICAL BOARD & BATTEN,
SECONDARY 6" REVEAL LAP SIDING
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL.
COLOR/MATERIAL SCHEME 5 OR 6 PER SITE PLAN.
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL. COLOR/MATERIAL SCHEME 5
OR 6 PER SITE PLAN.
8" REVEAL LAP SIDING IS PRIMARY MATERIAL WITH MASONRY ACCENT ALONG BASE OF 1ST FLOOR. 4:12 HIP ROOF FEATURES TYPICAL WITH RAISED HEEL
AND ENCLOSED EAVE, w/EAVE CORNICE TRIM AS ACCENT. PORCHES FEATURE LAP SIDING WING WALL AND 6x6 WOOD POSTS. 'B' STYLE WINDOW FRAME
AND HEADER DETAIL. COLOR/METERAIL SCHEME 3 OR 4 PER SITE PLAN.
C
C
A
B
C
A
C
B
A
A
A
B
C
A
B
C
ELEVATION
DETAILS
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL.
COLOR/MATERIAL SCHEME 5 OR 6 PER SITE PLAN.
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL.
COLOR/MATERIAL SCHEME 5 OR 6 PER SITE PLAN.
8" REVEAL LAP SIDING IS PRIMARY MATERIAL WITH MASONRY ACCENT ALONG BASE OF 1ST FLOOR. 4:12 HIP ROOF FEATURES TYPICAL WITH RAISED HEEL
AND ENCLOSED EAVE, w/EAVE CORNICE TRIM AS ACCENT. PORCHES FEATURE LAP SIDING WING WALL AND 6x6 WOOD POSTS. 'B' STYLE WINDOW FRAME
AND HEADER DETAIL. COLOR/METERAIL SCHEME 3 OR 4 PER SITE PLAN.
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
CEMENT FIBER PANEL WITH CHANNEL IS PRIMARY MATERIAL WITH LEDGESTONE ACCENTS @ ENTRY PORCH COLUMNS AND WAINSCOT, WITH SOME 8"
REVEAL LAP SIDING. 3:12 MONO-PITCH AND SHED ROOF AT PORCHES & PITCH BREAK @ SECOND FLOOR ROOFS WITH 6:12 PITCH @ PRIMARY ROOF. 'A'
STYLE WINDOW FRAME AND SILL DETAIL. COLOR/MATERIAL SCHEME 1 OR 2 PER SITE PLAN.
8" REVEAL LAP SIDING IS PRIMARY MATERIAL WITH MASONRY ACCENT ALONG BASE OF 1ST FLOOR. 4:12 HIP ROOF FEATURES TYPICAL WITH RAISED HEEL
AND ENCLOSED EAVE, w/EAVE CORNICE TRIM AS ACCENT. PORCHES FEATURE LAP SIDING WING WALL AND 6x6 WOOD POSTS. 'B' STYLE WINDOW FRAME
AND HEADER DETAIL. COLOR/METERAIL SCHEME 3 OR 4 PER SITE PLAN.
8" REVEAL LAP SIDING IS PRIMARY MATERIAL WITH MASONRY ACCENT ALONG BASE OF 1ST FLOOR. 4:12 HIP ROOF FEATURES TYPICAL WITH RAISED HEEL
AND ENCLOSED EAVE, w/EAVE CORNICE TRIM AS ACCENT. PORCHES FEATURE LAP SIDING WING WALL AND 6x6 WOOD POSTS. 'B' STYLE WINDOW FRAME
AND HEADER DETAIL. COLOR/METERAIL SCHEME 3 OR 4 PER SITE PLAN.
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL.
COLOR/MATERIAL SCHEME 5 OR 6 PER SITE PLAN.
VERTICAL BOARD & BATTEN SIDING IS PRIMARY MATERIAL WITH 6" REVEAL LAP SIDING AS SECONDARY MATERIAL. 11:12 GABLE ACCENT ROOF FORMS
INTERSECT 6:12 MAIN GABLE ROOF. PORCHES FEATURE 6x6 WOOD POSTS. 'C' STYLE 4" WINDOW FRAME SURROUND DETAIL.
COLOR/MATERIAL SCHEME 5 OR 6 PER SITE PLAN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
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A
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A
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A
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A
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W
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CD CHECKSET
09/29/23
NMTJ NMTJ
BUILDING SITE PLAN
A004
22.077
98' - 1"
100'-0"
45
'
-
0
"
45
'
-
0
"
98' - 1"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
1 2 3 4 5
1A
1B
1C
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"35' - 0"14' - 0"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"2' - 5"
8' - 3"8' - 7"5' - 3"5' - 3 1/2"9' - 0 1/2"
2' - 2 1/2"
16' - 3"
2' - 2 1/2"
24
'
-
8
"
20
'
-
4
"
1'
-
0
"
4'
-
2
"
19
'
-
6
"
9'
-
9
1
/
2
"
10
'
-
6
1
/
2
"
24' - 7"24' - 6"35' - 0"14' - 0"
7' - 5"
10"
3' - 4"3' - 6"9' - 6"
3"
9' - 5"
3' - 7"
3' - 4"
8"
7' - 3"12' - 0"
11"
3' - 4"13' - 8"19' - 1"
4'
-
0
"
3'
-
0
"
1'
-
0
"
1'
-
0
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24
'
-
8
"
20
'
-
4
"
13
'
-
7
"
4'
-
0
1
/
2
"
2'
-
8
1
/
2
"
8"
5 1/2"
1'
-
0
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 5 1/2"22' - 6 1/2"
13
'
-
7
"
4"4"
A-003
A-005 A-006
A-002 A-001
E
E
E
P D D P
P P P
P B P
A P P
V
A
P
A3A-200
1
A3A-200
2
A3A-2004A3A-200 3
2
A3A-300
1
A3A-300
A-007
45
'
-
0
"
98' - 1"
45
'
-
0
"
98' - 1"
1 2 3 4 5
1A1A
1B1B
1C1C
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P4 3BR
VAN ACC GARAGE
TYPE A
24
'
-
8
"
20
'
-
4
"
24
'
-
8
"
20
'
-
4
"
24' - 7"24' - 6"35' - 0"14' - 0"
5'
-
7
"
19
'
-
1
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
1'
-
0
"
4'
-
2
"
29
'
-
3
1
/
2
"
10
'
-
6
1
/
2
"
2'
-
1
0
"
6'
-
1
1
1
/
2
"
3'
-
3
"
7'
-
3
1
/
2
"
24' - 7"24' - 6"35' - 0"14' - 0"
7' - 5"17' - 2"17' - 3"7' - 3"12' - 0"17' - 11"19' - 1"
3' - 9"3' - 8"2' - 6"7' - 2"3' - 6"4' - 0"4' - 6"3' - 0"4' - 6"2' - 6"6' - 3"2' - 9"2' - 9"3' - 8"4' - 0"3' - 6"7' - 3"2' - 6"3' - 8"3' - 7"
2' - 6 1/2"2' - 6 1/2"
2' - 5"8' - 3"8' - 7 1/4"5' - 2 3/4"5' - 3 1/4"9' - 0 3/4"2' - 2 1/2"16' - 3"2' - 2 1/2"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"
8' - 1 1/2"8' - 1 1/2"
8' - 0"3' - 0"3' - 0"
F F
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 1-SLAB & FLOOR PLAN
A3A-102
22.077
1/8" = 1'-0"1 3PLEX_A - TYPE 1 3BR - SLAB PLAN
1/8" = 1'-0"2 3PLEX_A - TYPE 1 3BR - LEVEL 1
P B P
P P
P
C
J
J
B
A
P D
P
E
E
E
PD
P
A3B-200
1
A3B-200
2
A3B-2004A3B-200 3
1
A3B-300
2
A3B-300
98' - 1"
45
'
-
0
"
98' - 1"
2A2A
2B2B
2C2C
6 7 8 9 10
24
'
-
8
"
20
'
-
4
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
24' - 7"24' - 6"35' - 0"14' - 0"
7' - 5"17' - 2"17' - 3"7' - 3"12' - 0"17' - 11"5' - 1"
3' - 8"3' - 9"2' - 6"7' - 2"3' - 6"4' - 0"4' - 0"3' - 6"7' - 3"2' - 6"3' - 8"3' - 7"6' - 0"6' - 0"2' - 6"6' - 5"2' - 9"2' - 9"3' - 6"
2' - 6 1/2"2' - 6 1/2"
4' - 7"2' - 9"2' - 9"3' - 11"
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P4 2BR
VAN ACC GARGE
TYPE A
24
'
-
8
"
20
'
-
4
"
1'
-
0
"
4'
-
2
"
19
'
-
6
"
8'
-
2
"
4'
-
0
"
8'
-
2
"
45
'
-
0
"
24' - 7"24' - 6"35' - 0"14' - 0"
2' - 5"8' - 3"8' - 7 1/4"5' - 2 3/4"5' - 3 1/4"9' - 0 3/4"2' - 2 1/2"16' - 3"2' - 2 1/2"
3' - 0"15' - 3"6' - 4"8' - 0"6' - 0"
11
'
-
3
"
9'
-
1
"
5'
-
7
"
19
'
-
1
"
8' - 1 1/2"8' - 1 1/2"
4' - 1 1/2"4' - 1 1/2"
B-003 B-002 B-001
B-007B-006B-004
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
F FB-005
100'-0"
98' - 1"
45
'
-
0
"
98' - 1"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
2A
2B
2C
6 7 8 9 10
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"35' - 0"14' - 0"
5' - 11"8' - 2"8' - 3"2' - 0 1/2"2 1/2"2' - 5"8' - 3"8' - 7"5' - 3"5' - 3"9' - 1"2' - 2 1/2"16' - 3"2' - 2 1/2"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
1'
-
0
"
4'
-
2
"
19
'
-
6
"
24' - 7"24' - 6"35' - 0"14' - 0"
7' - 5"
10"
3' - 4"3' - 5"9' - 7"9' - 1"4' - 2"3' - 4"7' - 11"13' - 3"3' - 4"13' - 4"5' - 1"
3'
-
0
"
1'
-
0
"
4'
-
0
"
1'
-
0
"
1'
-
0
"
8"5 1/2"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 5 1/2"22' - 6 1/2"
5
1
/
2
"
13
'
-
7
"
4'
-
0
"
2'
-
9
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
13
'
-
7
"
4"4"
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 2-SLAB & FLOOR PLAN
A3B-102
22.077
1/8" = 1'-0"2 3PLEX_B - TYPE 2 2BR - LEVEL 1
1/8" = 1'-0"1 3PLEX_B - TYPE 2 2BR - SLAB PLAN
100'-0"
98' - 2"
45
'
-
0
"
98' - 2"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
3A
3B
3C
11 12 13 14 15
5'
-
7
"
19
'
-
1
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"24' - 6"24' - 7"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 3"8' - 2"
2' - 5"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
24' - 7"24' - 6"24' - 6"24' - 7"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"8' - 1"8' - 1"3' - 4"3' - 9"9' - 4"8' - 3"3' - 4"3' - 9"9' - 3"
24
'
-
8
"
20
'
-
4
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
5
1
/
2
"
5 1/2"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
3"
4"4"
8"3"
PP
P
S
S
K
A4A-200
1
A4A-200
2
A4A-2004
A4A-200 3
98' - 2"
98' - 2"
45
'
-
0
"
PP
P
P P
S
K
P P
PP
3A
3B
3C
11 12 13 14 15
24
'
-
8
"
20
'
-
4
"
24' - 7"24' - 6"24' - 6"24' - 7"
2
A4A-101
3
A4A-101
9'
-
1
"
11
'
-
3
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
4' - 1 1/2"4' - 1 1/2"
24
'
-
8
"
20
'
-
4
"
2'
-
7
"
16
'
-
1
"
6'
-
0
"
8'
-
8
"
11
'
-
8
"
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P1
TYPE B
UNIT P1 END
TYPE B
5'
-
7
"
19
'
-
1
"
45
'
-
0
"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
24' - 7"24' - 6"24' - 6"24' - 7"
3' - 9"3' - 8"2' - 6"7' - 2"3' - 0"4' - 6"4' - 6"3' - 0"7' - 3"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"7' - 3"3' - 0"4' - 6"4' - 0"3' - 5"2' - 6"7' - 2"3' - 0"4' - 6"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 2 1/2"
J
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"
2' - 9"15' - 4"6' - 6"
C-004 C-003 C-002 C-001
C-010C-009C-008C-007C-006C-005
FF
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 3-SLAB & FLOOR PLAN
A4A-102
22.077
1/8" = 1'-0"1 4PLEX_A - TYPE 3 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_A - TYPE 3 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
98' - 2"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
98' - 2"
100'-0"100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
4A
4B
4C
16 17 19 2018
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"24' - 6"24' - 7"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 3"8' - 2"2' - 5"
45
'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
24
'
-
8
"
20
'
-
4
"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"
10"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"7' - 5"
10"
3' - 4"13' - 0"
24' - 7"24' - 6"24' - 6"24' - 7"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
3"
4"4"
8"
3"
K
S
S
S S S S S S
P P P
S S S S
P
S S
K
S
A4B-200
1
A4B-200
2
A4B-2004
A4B-200 3
2
A4B-300
1
A4B-300
98' - 2"
98' - 2"
45
'
-
0
"
J
4A
4B
4C
16 17 19 2018
24' - 7"24' - 6"24' - 6"24' - 7"
5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
8'
-
8
"
11
'
-
8
"
24
'
-
8
"
20
'
-
4
"
2'
-
7
"
16
'
-
1
"
6'
-
0
"
2' - 9"15' - 4"6' - 6"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
5'
-
7
"
19
'
-
1
"
7' - 5"7' - 11"9' - 3"
3' - 7"3' - 8"
17' - 3"7' - 3"
3' - 8"3' - 7"
7' - 3"
4' - 0"3' - 5"
7' - 5"17' - 3"
2' - 6"
6' - 6"
2' - 4"2' - 4"
3' - 6"
17' - 2"
UNIT P1
TYPE B
UNIT P1
TYPE B
UNIT P1 END
TYPE B
UNIT P1 END 2
TYPE B
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
3' - 0"15' - 3"6' - 4"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"
3' - 9"3' - 8"2' - 6"6' - 1"
2' - 4"2' - 4"
3' - 11"3' - 11"
2' - 4"2' - 4"
6' - 2"2' - 6"2' - 6"6' - 2"
2' - 4"2' - 4"
3' - 11"
2' - 5"
2' - 9 3/4"2' - 10 1/4"
2' - 5"
F F
D-001D-002D-003D-004
D-006 D-007 D-008 D-009 D-011D-010
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
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r
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s
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 4-SLAB & FLOOR PLAN
A4B-102
22.077
1/8" = 1'-0"1 4PLEX_B - TYPE 4 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_B - TYPE 4 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
100' - 7"
5'
-
7
"
18
'
-
7
1
/
2
"
5
1
/
2
"
20
'
-
4
"
100'-0"100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
5A
5B
5C
21 22 23 24 25
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24
'
-
8
"
20
'
-
4
"
1'
-
0
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"
1"2' - 4"
45
'
-
0
"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"
3"
9' - 1"3' - 9"3' - 4"
10"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"7' - 5"
10"
3' - 4"3' - 9"9' - 3"
98' - 2"
24' - 7"24' - 6"24' - 6"24' - 7"
3'
-
0
"
1'
-
0
"
4'
-
0
"
1'
-
0
"
4'
-
0
"
1'
-
0
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
3"
4"4"
8"3"
DP
P
S
S
K
PD
P
P D
P P
P B P
S
S
D
K
A4C-200
1
A4C-200
2
A4C-2004A4C-200 3
1
A4C-300
2
A4C-300
100' - 7"
98' - 2"
45
'
-
0
"
45
'
-
0
"
5A
5B
5C
21 22 23 24 25
24
'
-
8
"
20
'
-
4
"
24
'
-
8
"
20
'
-
4
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
UNIT P1 W/
ACC. GARAGE
TYPE B
UNIT P1
TYPE B
UNIT P1
TYPE B
UNIT P1 END 2
TYPE B
5'
-
7
"
19
'
-
1
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
1'
-
1
1
"
8'
-
3
"
8'
-
6
"
6'
-
0
"
11
'
-
2
"
9'
-
2
"
3' - 0"15' - 3"6' - 4"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
4' - 1 1/2"4' - 1 1/2"
2' - 9"16' - 10"5' - 0"
3' - 9"3' - 8"2' - 6"7' - 2"3' - 6"4' - 0"4' - 0"3' - 6"7' - 3"2' - 6"3' - 7"3' - 8"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
3' - 8"3' - 7"2' - 6"7' - 3"3' - 6"4' - 0"3' - 9"3' - 8"
2' - 6"
6' - 2"2' - 9"2' - 9"3' - 0"
J
F F
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
4' - 1 1/2"4' - 1 1/2"
E-001E-002E-003E-004
E-005 E-006 E-007 E-008 E-009 E-010
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
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EN
C
L
A
V
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A
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RE
D
W
O
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RE
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s
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 5-SLAB & FLOOR PLAN
A4C-102
22.077
1/8" = 1'-0"1 4PLEX_C - TYPE 5 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_C - TYPE 5 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
100' - 7"
100' - 7"
24
'
-
8
"
100'-0"100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
6A
6B
6C
26 27 28 29 30
45
'
-
0
"
45
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"8' - 3"8' - 8"5' - 3"5' - 3"
5 1/2"
8' - 5 1/2"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"
1"2' - 4"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24
'
-
8
"
20
'
-
4
"
5
1
/
2
"
18
'
-
7
1
/
2
"
5'
-
7
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"
10"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"8' - 3"
3' - 4"3' - 9"
9' - 3"
3'
-
0
"
1'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
3"
8"
4"4"
PP
P
S
S
K
P P
P P
P P
P
P P
S
K
A4D-200
1
A4D-200
2
A4D-2003A4D-200 4
1
A4D-300
2
A4D-300
100' - 7"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
45
'
-
0
"
39
'
-
5
"
5'
-
7
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
100' - 7"
45
'
-
0
"
6A
6B
6C
26 27 28 29 30
F F
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
2' - 9"16' - 10"5' - 0"
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
24
'
-
8
"
20
'
-
4
"
1'
-
1
1
"
16
'
-
9
"
6'
-
0
"
13
'
-
1
1
"
6'
-
5
"
J
24' - 7"24' - 6"24' - 6"24' - 7"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"2' - 5"
3' - 9"3' - 8"2' - 6"7' - 8"3' - 0"4' - 0"4' - 0"3' - 0"7' - 9"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"7' - 9"3' - 0"4' - 0"3' - 9"3' - 8"2' - 6"7' - 8"3' - 0"4' - 0"
UNIT P1 END
TYPE B
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P1
TYPE B
F-001F-002F-003F-004
F-005 F-006 F-007 F-008 F-009 F-010
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
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L
A
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A
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s
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 6-SLAB & FLOOR PLAN
A4D-102
22.077
1/8" = 1'-0"1 4PLEX_D - TYPE 6 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_D - TYPE 6 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
100' - 7"
100' - 7"
24
'
-
8
"
20
'
-
4
"
100'-0"100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
31 32 3433 35
7A
7B
7C
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
45
'
-
0
"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"1"
5
1
/
2
"
18
'
-
7
1
/
2
"
5'
-
7
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"
10"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"7' - 5"
10"
3' - 4"3' - 9"9' - 3"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
4"4"
8"
3"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
3"
P D P D
P
S
S
K
P P
D P
P
K
S
S
PBP
U
A4E-200
1
A4E-200
2
A4E-2004
A4E-200 3
1
A4E-300
2
A4E-300
100' - 7"
45
'
-
0
"
20
'
-
4
"
24
'
-
8
"
100' - 7"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
2' - 9"16' - 10"5' - 0"
45
'
-
0
"
11
'
-
3
"
9'
-
1
"
8'
-
4
"
8'
-
6
"
2'
-
3
"
31 32 3433 35
7A
7B
7C
UNIT P1 END
ACC. GARAGE
TYPE A
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P1
TYPE B
24
'
-
8
"
20
'
-
4
"
5'
-
7
"
19
'
-
1
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
3' - 9"3' - 8"2' - 6"7' - 2"3' - 6"4' - 0"4' - 0"3' - 6"7' - 3"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"7' - 3"3' - 6"4' - 0"3' - 9"3' - 8"2' - 6"6' - 5"2' - 9"2' - 9"2' - 9"
1'
-
1
1
"
8'
-
3
"
8'
-
6
"
6'
-
0
"
11
'
-
2
"
9'
-
2
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
F F
G-004 G-003 G-002 G-001
G-010G-009G-008G-007G-006G-005
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
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EN
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A
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E
A
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D
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O
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t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 7-SLAB & FLOOR PLAN
A4E-102
22.077
1/8" = 1'-0"1 4PLEX_E - TYPE 7 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_E - TYPE 7 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
100' - 7"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
100' - 7"
24
'
-
8
"
20
'
-
4
"
100'-0"100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
8A
8B
8C
36 37 38 39 40
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"
1"
2' - 4"
45
'
-
0
"
20
'
-
4
"
5
1
/
2
"
24
'
-
2
1
/
2
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"8' - 1"8' - 1"3' - 4"3' - 9"9' - 4"8' - 3"3' - 4"13' - 0"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
3'
-
0
"
1'
-
0
"
45
'
-
0
"
4"4"
8"
3"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
24
'
-
8
"
20
'
-
4
"
12' - 3"12' - 4"12' - 2"12' - 4"12' - 2"12' - 4"11' - 11 1/4"12' - 7 3/4"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
3"
SSS
S
U
P
SSS
PP
SSSSSS
P
S
S
K
K
1
A4F-300
2
A4F-300
A4F-200
1
A4F-200
2
A4F-2004
A4F-200 3
100' - 7"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
100' - 7"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
2' - 9"16' - 10"5' - 0"
45
'
-
0
"
11
'
-
3
"
9'
-
1
"
8'
-
4
"
8'
-
6
"
2'
-
3
"
8A
8B
8C
36 37 38 39 40
5'
-
7
"
19
'
-
1
"
24
'
-
8
"
20
'
-
4
"
1'
-
1
1
"
16
'
-
9
"
6'
-
0
"
11
'
-
2
"
9'
-
2
"
24' - 7"24' - 6"24' - 6"24' - 7"
2' - 5"2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 1/2"8' - 3"2' - 1 1/4"
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
3' - 9"3' - 8"2' - 6"6' - 1"
2' - 4"2' - 4"
3' - 11"3' - 11"
2' - 4"2' - 4"
6' - 2"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"6' - 2"
2' - 4"2' - 4"
3' - 11"4' - 0"3' - 5"2' - 6"6' - 1"
2' - 4"2' - 4"
3' - 11"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
FF
UNIT P1
TYPE B
UNIT P1
TYPE B
UNIT P1 END
TYPE B
UNIT P1 END 2
TYPE B
H-004 H-003 H-002 H-001
H-010H-009H-008H-007H-006H-005
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 8-SLAB & FLOOR PLAN
A4F-102
22.077
1/8" = 1'-0"1 4PLEX_F - TYPE 8 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_F - TYPE 8 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
100'-0"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
41 42 43 44 45 46
9A
9C
9B
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
108' - 6"
24' - 7"24' - 6"24' - 6"24' - 7"10' - 4"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"
1"2' - 4"
7' - 11"
45
'
-
0
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24
'
-
8
"
20
'
-
4
"
108' - 6"
24' - 7"24' - 6"24' - 6"24' - 7"10' - 4"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"
3' - 6 7/8"
3' - 4"
1' - 0 1/8"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"7' - 5"
10"
3' - 4"3' - 9"9' - 3"
6'
-
9
"
17
'
-
1
1
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
8"
4"4"
3"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
5 1/2"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
3"
P
P P P P
S
S
K
P P
P P
P
P P
S
P
P
K
A4G-200
1
A4G-200
2
A4G-2004
A4G-200 3
1
A4G-300
2
A4G-300
108' - 6"
45
'
-
0
"
5'
-
7
"
19
'
-
1
"
20
'
-
4
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
108' - 6"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
2' - 9"16' - 11"7' - 4"
3'
-
4
"
3'
-
5
"
3'
-
0
"
14
'
-
1
1
"
45
'
-
0
"
6'
-
9
"
17
'
-
1
1
"
20
'
-
4
"
11
'
-
2
"
9'
-
2
"
41 42 43 44 45 46
9A
9C
9B
UNIT P1
TYPE B
UNIT P1
TYPE B
UNIT P1 END
TYPE B
UNIT P1 END 2
TYPE B
24' - 7"24' - 6"24' - 6"24' - 7"10' - 4"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
3' - 9"3' - 8"2' - 6"8' - 2"3' - 0"3' - 6"3' - 6"3' - 0"8' - 3"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"8' - 3"3' - 0"3' - 6"3' - 9"3' - 8"2' - 6"8' - 2"3' - 0"3' - 6"7' - 0"3' - 4"
24' - 7"24' - 6"24' - 6"24' - 7"10' - 4"
2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
2' - 5"7' - 11"
F F
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
I-004 I-003 I-002 I-001
I-009I-008I-007I-006I-005 I-010
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 9-SLAB & FLOOR PLAN
A4G-102
22.077
1/8" = 1'-0"1 4PLEX_G - TYPE 9 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_G - TYPE 9 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
100' - 7"
100' - 7"
24
'
-
2
1
/
2
"
5
1
/
2
"
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
100'-0"100'-0"
1/
4
"
P
E
R
1
'
-
0
"
1/
4
"
P
E
R
1
'
-
0
"
1/
4
"
P
E
R
1
'
-
0
"
1/
4
"
P
E
R
1
'
-
0
"
10A
10B
10C
47 48 49 50 51
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
5'
-
7
"
19
'
-
1
"
13
'
-
7
"
6'
-
9
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"
10"
3' - 4"3' - 9"9' - 3"9' - 4"3' - 9"3' - 4"
10"
7' - 3"7' - 3"
10"
3' - 4"3' - 9"9' - 4"7' - 5"
10"
3' - 4"3' - 9"9' - 3"
5' - 11"8' - 2"8' - 3"
2' - 0 1/2"
2 1/2"
2' - 4"
8' - 3"8' - 8"5' - 3"5' - 3"8' - 11"8' - 3"
2' - 1"
3 1/2"
5' - 5 1/2"8' - 8"10' - 2"
1"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
1'
-
0
"
3'
-
0
"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
4"4"
8"
3"
5
1
/
2
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
5
1
/
2
"
1'
-
0
"
1'
-
0
"
5
1
/
2
"
5
1
/
2
"
5 1/2"
12' - 3"12' - 4"12' - 4"12' - 2"12' - 2"12' - 4"11' - 11"12' - 8"
13
'
-
7
"
3'
-
1
1
"
2'
-
1
0
"
13
'
-
7
"
13
'
-
7
"
3"
P
P P P
P P
P P
P
P P
S
K
S
S
K
P
A4H-200
1
A4H-200
2
A4H-2003
A4H-200 4
1
A4H-300
2
A4H-300
100' - 7"
3' - 9"3' - 8"2' - 6"7' - 8"3' - 0"4' - 0"4' - 0"3' - 0"7' - 9"2' - 6"3' - 7"3' - 8"3' - 8"3' - 7"2' - 6"7' - 9"3' - 0"4' - 0"3' - 9"3' - 8"2' - 6"7' - 8"3' - 0"4' - 0"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
100' - 7"
3' - 0"15' - 3"6' - 4"
4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"
2' - 9"16' - 10"5' - 0"
45
'
-
0
"
2'
-
3
"
8'
-
6
"
8'
-
4
"
9'
-
1
"
11
'
-
3
"
10A
10B
10C
47 48 49 50 51
UNIT P1
ACC. GARAGE
TYPE A
UNIT P1 END 2
TYPE B
UNIT P1
TYPE B
UNIT P1
TYPE B
J-004 J-003 J-002 J-001
J-005 J-006 J-007 J-008 J-009 J-010
24' - 7"24' - 6"24' - 6"24' - 7"
2' - 5"2' - 4"8' - 3"8' - 8 1/4"5' - 2 3/4"5' - 3 1/4"8' - 10 3/4"8' - 3"2' - 1"
2' - 5 1/2"
2' - 9 1/4"2' - 9 3/4"
2' - 5 1/2"
5'
-
7
"
19
'
-
1
"
24
'
-
8
"
20
'
-
4
"
1'
-
1
1
"
16
'
-
9
"
6'
-
0
"
11
'
-
2
"
9'
-
2
"
24' - 7"24' - 6"24' - 6"24' - 7"2' - 5"
7' - 5"17' - 2"17' - 3"7' - 3"7' - 3"17' - 3"7' - 5"17' - 2"
F F
U
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 10-SLAB & FLOOR PLAN
A4H-102
22.077
1/8" = 1'-0"1 4PLEX_H TYPE 10 - SLAB PLAN
1/8" = 1'-0"2 4PLEX_H - TYPE 10 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
2'
-
4
"
6"
21
'
-
1
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
100'-0"100'-0"
10
0
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
11A
11B
11C
52 53 54 55 56 57 58
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
133' - 11"
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 11"16' - 3"2' - 9"2' - 9"16' - 3"2' - 5"
3"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
3"2' - 5"16' - 3"2' - 9"2' - 9"16' - 3"2' - 11"
2'
-
4
"
6"
21
'
-
1
0
"
7'
-
4
"
13
'
-
0
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
131' - 6"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"6"10"
3' - 4"5' - 0"
3"
12' - 6"
8"
3' - 4"5' - 1"
3"
12' - 4"
8"
3' - 4"5' - 1"12' - 7"12' - 7"5' - 1"3' - 4"
8"
12' - 4"
3"
5' - 3"3' - 4"
6"
12' - 6"
3"
5' - 0"3' - 4"
10"6"
5 1/2"
4"4"
8"
4"4"
8"8"
4"4"4"4"
8"8"
4"4"
5 1/2"
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2
P P
N1.T
R
S
N1.T
P P P P
N1.T
P P
N1.T N1.T
PP P P
N1.T
R
K
A6A-200
1
A6A-200
2
A6A-2004A6A-200 3
1
A6A-300
2
A6A-300
130' - 6"
2' - 6"
4' - 2"2' - 6"5' - 0"3' - 0"4' - 9"
2' - 6"
4' - 2"2' - 5"5' - 0"3' - 0"4' - 7"
2' - 6"
4' - 2"2' - 5"5' - 0"3' - 0"4' - 7"4' - 7"3' - 0"5' - 0"2' - 5"4' - 2"
2' - 6"
4' - 7"3' - 0"5' - 0"2' - 5"4' - 2"
2' - 6"
4' - 9"3' - 0"5' - 0"2' - 6"4' - 2"
2' - 6"
45
'
-
0
"
133' - 11"
8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"10' - 11 1/2"10' - 11 1/2"
45
'
-
0
"
4'
-
4
"
18
'
-
0
"
5'
-
1
1
"
14
'
-
5
"
11A
11B
11C
52 53 54 55 56 57 58
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
10' - 11 1/2"10' - 11 1/2"10' - 10"10' - 10"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
3'
-
4
"
6'
-
4
"
3'
-
4
"
3'
-
0
"
4'
-
4
"
18
'
-
0
"
4'
-
4
"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
7'
-
4
"
13
'
-
0
"
K-006 K-005 K-004 K-003 K-002 K-001
K-014K-013K-012K-011K-010K-009
K-008
K-007
T
T
T
T
T
T
T
T
T
T
T
T
AX-604
1
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 11-SLAB & FIRST FLOOR
PLAN
A6A-102
22.077
1/8" = 1'-0"1 6PLEX_A - TYPE 11 - SLAB PLAN
1/8" = 1'-0"2 6PLEX_A - TYPE 11 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
A6A-200
1
A6A-200
2
A6A-2004A6A-200 3
1
A6A-300
2
A6A-300
P
R
R
R
S
S
P P
P
R
P P
P P
P
P P
P
R
P P
P
P P
P P
R
P P
R
PP
P P
P P
S
S
P
R
R
R
PP
45
'
-
0
"
2'
-
4
"
6'
-
4
1
/
2
"
15
'
-
1
1
1
/
2
"
16
'
-
7
"
1'
-
6
"
2'
-
0
1
/
2
"
11
'
-
6
"
2'
-
5
"
6'
-
0
"
8'
-
3
"
2'
-
4
"
130' - 6"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
45
'
-
0
"
3'
-
9
"
16
'
-
7
"
15
'
-
1
1
1
/
2
"
6'
-
4
1
/
2
"
2'
-
4
"
2'
-
4
"
8'
-
3
"
6'
-
0
"
2'
-
5
"
11
'
-
6
"
2'
-
0
1
/
2
"
130' - 6"
12' - 2"9' - 9"9' - 1"12' - 7"11' - 11"9' - 9"9' - 9"11' - 11"12' - 7"9' - 1"9' - 9"12' - 2"
11A
11B
11C
52 53 54 55 56 57 58
4' - 7"3' - 0"4' - 7"4' - 10"4' - 11"3' - 1"3' - 0"3' - 0"8' - 0"4' - 7"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 11"4' - 10"4' - 5"3' - 0"4' - 6"4' - 7"8' - 0"3' - 0"3' - 0"3' - 1"4' - 11"4' - 10"4' - 7"3' - 0"4' - 7"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 4"4' - 4"2' - 6"5' - 1"3' - 0"4' - 8"2' - 4"4' - 3"2' - 6"4' - 11"3' - 0"4' - 8"2' - 4"4' - 3"2' - 6"4' - 11"3' - 0"4' - 8"4' - 8"3' - 0"4' - 11"2' - 6"4' - 3"2' - 4"4' - 8"3' - 0"4' - 11"2' - 6"4' - 3"2' - 4"4' - 8"3' - 0"5' - 1"2' - 6"4' - 4"2' - 4"
24
'
-
8
"
20
'
-
4
"
K-020 K-019 K-018 K-017 K-016 K-015K-015AX-604
3
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 END
3.
0
:
1
2
RIDGE RIDGE RIDGE
3.
0
:
1
2
ROOF BREAK
3.
0
:
1
2
3.
0
:
1
2
ROOF BREAK
RIDGE
6.
0
:
1
2
6.
0
:
1
2
3.
0
:
1
2
3.0:12 3.0:12
3.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
DASHED LINE INDICATES
WALL BENEATH ROOF
DS
DS DS
DSDS
DS
DS
DS
DS DS
DS
DS
DSDSDS
DS
DS
ROOF BREAK
ROOF BREAK
3.
0
:
1
2
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,005 SF
949 SF
940 SF
940 SF
949 SF
1,005 SF
482 IN2
456 IN2
451 IN2
451 IN2
456 IN2
482 IN2
3
7
3
7
3
7
3
7
3
7
3
7
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
1
2
3
4
5
6
> 482 IN2 OK
> 456 IN2 OK
> 451 IN2 OK
> 451 IN2 OK
> 456 IN2 OK
> 482 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS: "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
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W
O
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W
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Fo
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s
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C
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 11-SECOND FLOOR &
ROOF PLAN
A6A-103
22.077
1/8" = 1'-0"1 6PLEX_A - TYPE 11 - LEVEL 2
1/8" = 1'-0"2 6PLEX_A - TYPE 11 - ROOF PLAN
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
2'
-
4
"
2'
-
4
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
100'-0"100'-0"
10
0
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
12A
12B
12C
59 60 61 62 63 64 65
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
133' - 11"
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 11"16' - 3"2' - 9"2' - 9"16' - 3"2' - 5"
3"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
3"2' - 5"16' - 3"2' - 9"2' - 9"16' - 3"2' - 11"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
6"
21
'
-
1
0
"
6"
21
'
-
1
0
"
7'
-
4
"
13
'
-
0
"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
132' - 6"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"1' - 0"10"
3' - 4"5' - 4"12' - 0"
5"8"
3' - 4"5' - 1"12' - 5"
2"10"
3' - 4"4' - 11"3"12' - 4"12' - 4"
3"
4' - 11"3' - 4"
10"2"
12' - 5"5' - 1"3' - 4"
8"5"
12' - 0"5' - 4"3' - 4"
10"1' - 0"
4"4"
8"
4"4"
8"8"
4"4"4"4"
8"8"
4"4"
5 1/2"5 1/2"
4"3"3"4"
A6B-200
1
A6B-200
2
A6B-2004
A6B-200 3
1
A6B-300
2
A6B-300
S S
LF
S
F
S S
F
S SSPS
R1.T R1.T R1.T R1.T R1.T R1.T
S
R
S
R
S P S
F
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 END
13
'
-
0
"
7'
-
4
"
22
'
-
4
"
2'
-
4
"
45
'
-
0
"
133' - 11"
4'
-
4
"
18
'
-
0
"
5'
-
1
1
"
14
'
-
5
"
45
'
-
0
"
130' - 6"
10' - 11 1/2"10' - 11 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"
12A
12B
12C
59 60 61 62 63 64 65
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
10' - 10"10' - 10"10' - 11 1/2"10' - 11 1/2"
4'
-
4
"
18
'
-
0
"
4'
-
4
"
3'
-
0
"
3'
-
4
"
6'
-
4
"
3'
-
4
"
24
'
-
8
"
20
'
-
4
"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
2' - 6"3' - 8"3' - 0"3' - 7"
2' - 10"2' - 10"
3' - 6"2' - 6"3' - 7"3' - 0"2' - 9"3' - 9"3' - 9"
2' - 4"2' - 6"
3' - 7"3' - 0"3' - 5"
2' - 10"2' - 10"
3' - 6"3' - 6"
2' - 10"2' - 10"
3' - 5"3' - 0"3' - 7"
2' - 6"
2' - 4"3' - 9"3' - 9"2' - 9"3' - 0"3' - 7"
2' - 6"
3' - 6"
2' - 10"2' - 10"
3' - 7"3' - 0"3' - 8"
2' - 6"
L-006 L-005 L-004 L-003 L-002 L-001
L-015L-013L-012L-011L-010L-009
L-008
L-007
L L
P
L
SP P
L L L
P
L
T
T T
T
T
T T
T
T
T
T
T
AX-604
1 TYP
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
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i
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s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 12-SLAB & FIRST FLOOR
PLAN
A6B-102
22.077
1/8" = 1'-0"1 6PLEX_B - TYPE 12 - SLAB PLAN
1/8" = 1'-0"2 6PLEX_B - TYPE 12 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
A6B-200
1
A6B-200
2
A6B-2004
A6B-200 3
1
A6B-300
2
A6B-300
P P SPS P P P P SPS P P
T T T T T T
PP
P
PP
P
PP
P
P P
P
P P
P
P P
P
S
S
R
R
S
S
R
R
130' - 6"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
45
'
-
0
"
2'
-
4
"
8'
-
3
"
6'
-
0
"
2'
-
5
"
11
'
-
6
"
2'
-
0
"
130' - 6"
4' - 7"3' - 0"4' - 7"4' - 10"4' - 11"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 11"4' - 10"4' - 5"3' - 0"4' - 6"4' - 11"4' - 10"4' - 5"3' - 0"4' - 6"4' - 11"4' - 10"4' - 7"3' - 0"4' - 7"
45
'
-
0
"
2'
-
0
1
/
2
"
11
'
-
6
"
2'
-
5
"
6'
-
0
"
8'
-
3
"
2'
-
4
"
12A
12B
12C
59 60 61 62 63 64 65
24
'
-
8
"
20
'
-
4
"
2'
-
4
1
/
2
"
6'
-
4
1
/
2
"
15
'
-
1
1
"
16
'
-
7
"
3'
-
9
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
12' - 2"9' - 9"11' - 11"9' - 9"11' - 11"9' - 9"9' - 9"11' - 11"9' - 9"11' - 11"9' - 9"12' - 2"
24
'
-
8
"
20
'
-
4
"
2'
-
3
"
1'
-
6
"
16
'
-
7
"
15
'
-
1
1
1
/
2
"
6'
-
4
1
/
2
"
2'
-
4
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 4"
4' - 4"
2' - 6"
5' - 1"3' - 0"4' - 8"
2' - 4"
4' - 3"
2' - 6"
2' - 9"3' - 9"3' - 9"
2' - 4"2' - 4"
4' - 3"
2' - 6"
4' - 10"3' - 0"4' - 9"4' - 9"3' - 0"4' - 10"
2' - 6"
4' - 3"
2' - 4"2' - 4"
3' - 9"3' - 9"2' - 9"
2' - 6"
4' - 3"
2' - 4"
4' - 8"3' - 0"5' - 1"
2' - 6"
4' - 4"
2' - 4"
L-015L-016L-017L-018L-019L-020 AX-604
3 TYP
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 END
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.0:12
4.0:12
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
RIDGE RIDGE
HIP
HIP
HIP
HIP
HIP
HIPHIPHIPHIPHIP
HIP
HIP
HIP
HIP
HIP HIP
HIP HIP
HIP HIP
HIP HIP
HIP HIP
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
4.0:124.0:124.0:124.0:124.0:12
4.0:12 4.0:12 4.0:12 4.0:12 4.0:124.0:12 4.0:12 4.0:12 4.0:12 4.0:12
4.0:124.0:124.0:124.0:124.0:12
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
DS DS DS DSDSDS DS DS DS DS DS
DS DS DS DS DS DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DASHED LINE INDICATES
WALL BENEATH ROOF
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
HIP HIP
HIP HIP
HIP HIP4.0:12
4.0:12 4.0:12 4.0:12 4.0:12 4.0:12 4.0:124.0:12 4.0:12 4.0:12 4.0:12 4.0:12
4.
0
:
1
2
HIP HIP
HIP HIP
HIP HIP
4.0:12
4.
0
:
1
2
DSDSDS
DS DS
DS
DS
4.0:12
DSDSDSDS
DS
DSDSDSDSDS
DS
RIDGE
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
VALLEY
VA
L
L
E
Y
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,005 SF
945 SF
940 SF
940 SF
945 SF
1,005 SF
482 IN2
454 IN2
451 IN2
451 IN2
454 IN2
482 IN2
3
7
3
7
3
7
3
7
3
7
3
7
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
1
2
3
4
5
6
> 482 IN2 OK
> 454 IN2 OK
> 451 IN2 OK
> 451 IN2 OK
> 454 IN2 OK
> 482 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS: "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
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W
O
O
D
Fo
r
t
C
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s
,
C
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 12-SECOND FLOOR &
ROOF PLAN
A6B-103
22.077
1/8" = 1'-0"1 6PLEX_B - TYPE 12 - LEVEL 2
1/8" = 1'-0"2 6PLEX_B - TYPE 12 - ROOF PLAN
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
100'-0"100'-0"
10
0
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
13A
13B
13C
66 67 68 69 70 71 72
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
133' - 11"
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
2' - 11"16' - 3"2' - 9"2' - 9"16' - 3"2' - 5"3"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
3"2' - 5"16' - 3"2' - 9"2' - 9"16' - 3"2' - 11"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
45
'
-
0
"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
7'
-
4
"
13
'
-
0
"
130' - 6"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"1' - 0"
3' - 4"5' - 6"11' - 8"
5"10"
3' - 4"4' - 11"12' - 7"
10"
3' - 4"4' - 11"
8"
11' - 9"
2"
11' - 11"
8"
5' - 0"3' - 4"
9"6"
11' - 5"
8"
5' - 0"3' - 4"
9"
12' - 9"4' - 10"3' - 4"
1' - 0"
3'
-
4
"
1'
-
0
"
3'
-
4
"
1'
-
0
"
3'
-
4
"
1'
-
0
"
2'
-
3
"
1'
-
1
"
1'
-
0
"
3'
-
4
"
4"4"
8"
4"4"
8"8"
4"4"4"4"
8"8"
4"4"
5 1/2"5 1/2"
3"3"2"
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 END
A6C-200
1
A6C-200
2
A6C-2003
A6C-200 4
1
A6C-300
2
A6C-300
133' - 11"
45
'
-
0
"
4'
-
4
"
18
'
-
0
"
5'
-
1
1
"
14
'
-
5
"
45
'
-
0
"
130' - 6"
R1.T R1.T R1.T R1.T R1.T R1.T
D P DPPBPPDPD
PBP
S
R
S
R
13A
13B
13C
66 67 68 69 70 71 72
3' - 5"21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
10' - 11 1/2"10' - 11 1/2"10' - 10"10' - 10"10' - 10"10' - 10"
2' - 9"16' - 3"2' - 8"2' - 8"16' - 3"2' - 9"
8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"10' - 11 1/2"10' - 11 1/2"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
22
'
-
4
"
7'
-
4
"
13
'
-
0
"
3'
-
4
"
6'
-
4
"
3'
-
4
"
3'
-
0
"
4'
-
4
"
18
'
-
0
"
4'
-
4
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
2' - 6"
3' - 5"3' - 3"5' - 3"3' - 6"4' - 0"
2' - 6"
3' - 5"3' - 2"3' - 7"2' - 9"2' - 9"3' - 6"
2' - 6"
3' - 5"3' - 2"5' - 1"3' - 6"4' - 0"4' - 0"3' - 6"5' - 1"3' - 2"3' - 5"
2' - 6"
3' - 6"2' - 9"2' - 9"3' - 7"3' - 2"3' - 5"
2' - 6"
4' - 0"3' - 6"5' - 3"3' - 3"3' - 5"
2' - 6"
M-001M-002M-003M-004M-005M-006
M-007
M-008
M-009 M-010 M-011 M-012 M-013 M-014
T
T T
T
T
T T
T
T
T
T
T
AX-604
1 TYP
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
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D
W
O
O
D
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D
W
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 13-SLAB & FIRST FLOOR
PLAN
A6C-102
22.077
1/8" = 1'-0"1 6PLEX_C - TYPE 13 - SLAB PLAN
1/8" = 1'-0"2 6PLEX_C - TYPE 13 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
4.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
4.
0
:
1
2
6.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
6.
0
:
1
2
11.0:12 11.0:12
11.0:12
11.0:12
11.0:12 11.0:12
11.0:12 11.0:1211.0:12 11.0:12
11.0:12 11.0:12
ROOF BREAK
ROOF BREAK ROOF BREAK
ROOF BREAK
RIDGERIDGE
RI
D
G
E
V
A
L
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
VA
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
3.
0
:
1
2
3.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
3.
0
:
1
2
11.0:12
11.0:12
RI
D
G
E
RI
D
G
E
DASHED LINE INDICATES
WALL BENEATH ROOF
RIDGE
DS DS DS DS DS DS DS DS DS
DSDSDS
DS
DSDSDSDSDSDS
DS
DSDS DS DS
DS
DS
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6
A6C-200
1
A6C-200
2
A6C-2003
A6C-200 4
1
A6C-300
2
A6C-300
D P PBP PD P D
PBP DP
PP
P
PP
P
PP
P
P P
P
P P
P
P P
P
S
S
R
R
S
S
R
R
A A A AAA
130' - 6"
4' - 7"3' - 0"4' - 7"4' - 10"4' - 11"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 0"3' - 0"3' - 3"6' - 6"4' - 11"4' - 11"6' - 6"3' - 3"3' - 0"4' - 0"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 11"4' - 10"4' - 7"3' - 0"4' - 7"
45
'
-
0
"
2'
-
4
"
8'
-
3
"
6'
-
0
"
2'
-
5
"
11
'
-
6
"
2'
-
0
1
/
2
"
45
'
-
0
"
130' - 6"
9' - 2"12' - 9"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"12' - 9"9' - 2"
2' - 4"
4' - 4"
2' - 6"
5' - 1"3' - 6"4' - 2"
2' - 4"
4' - 3"
2' - 6"
3' - 6"2' - 9"2' - 9"3' - 7"
2' - 4"
4' - 3"
2' - 6"
4' - 11"3' - 6"4' - 2"4' - 2"3' - 6"4' - 11"
2' - 6"
4' - 3"
2' - 4"
3' - 7"2' - 9"2' - 9"3' - 6"
2' - 6"
4' - 3"
2' - 4"
4' - 2"3' - 6"5' - 1"
2' - 6"
4' - 4"
2' - 4"
13A
13B
13C
66 67 68 69 70 71 72
2'
-
4
"
6'
-
4
1
/
2
"
15
'
-
1
1
1
/
2
"
16
'
-
7
"
1'
-
6
"
2'
-
3
"
24
'
-
8
"
20
'
-
4
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
12' - 2"9' - 9"11' - 11"9' - 9"10' - 3"11' - 5"11' - 5"10' - 3"9' - 9"11' - 11"9' - 9"12' - 2"
24
'
-
8
"
20
'
-
4
"
2'
-
4
"
6'
-
4
1
/
2
"
15
'
-
1
1
1
/
2
"
16
'
-
7
"
1'
-
6
"
2'
-
3
"
2'
-
0
1
/
2
"
11
'
-
6
"
2'
-
5
"
6'
-
0
"
8'
-
3
"
2'
-
4
"
21' - 11"21' - 8"21' - 8"21' - 8"21' - 8"21' - 11"
M-015M-016M-017M-018M-019M-020 AX-604
3 TYP
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
8"
2'
-
0
"
1'
-
4
"
1'
-
6
"
1'
-
6
"
UNIT P2 END UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 END
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,005 SF
945 SF
946 SF
968 SF
945 SF
1,005 SF
482 IN2
454 IN2
454 IN2
465 IN2
454 IN2
482 IN2
3
7
3
7
3
7
3
7
3
7
3
7
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
1
2
3
4
5
6
> 482 IN2 OK
> 454 IN2 OK
> 454 IN2 OK
> 465 IN2 OK
> 454 IN2 OK
> 482 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS: "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
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D
Fo
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 13-SECOND FLOOR &
ROOF PLAN
A6C-103
22.077
1/8" = 1'-0"2 6PLEX_C - TYPE 13 - ROOF PLAN
1/8" = 1'-0"1 6PLEX_C - TYPE 13 - LEVEL 2
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"99' - 10"
10
0
'
-
0
"
100'-0"100'-0"
99' - 10"
180' - 6"
180' - 6"
14A
14B
14C
73 74 75 76 77 78 79 80 81
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
10
0
'
-
0
"
45
'
-
0
"
6"
24
'
-
8
"
20
'
-
4
"
7'
-
4
"
13
'
-
0
"
3' - 5"2' - 7"16' - 3"2' - 9"
3"2' - 8"16' - 3"2' - 9"3"2' - 6"16' - 3"2' - 5"
3"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
3"
2' - 5"16' - 3"
2' - 6"3"
2' - 9"16' - 3"2' - 8"3"2' - 9"16' - 3"2' - 7"3' - 5"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
5' - 4"8' - 4"7' - 7"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"5' - 1"
8"
11' - 11"11' - 11"
8"
5' - 1"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"7' - 7"8' - 4"5' - 4"
2'
-
6
"
1'
-
0
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
5 1/2"5 1/2"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
6"6"
1' - 0"
3"3"3"3"
45
'
-
0
"
20
'
-
4
"
24
'
-
8
"
6"
7'
-
4
"
13
'
-
0
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
2'
-
6
"
N1.T
S
S
P
P
N1.T
PSPS P
N1.T
P P
N1.T
P
N1.T
S
S
P
SPS
UNIT P3 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
A8A-200
1
A8A-200
2
A8A-2003
A8A-200 4
1
A8A-300
2
A8A-300
180' - 6"
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
4' - 4"
2' - 6"2' - 6"
4' - 4"6' - 1"3' - 0"
2' - 6"
4' - 10"3' - 0"4' - 9"3' - 7"3' - 0"
2' - 6"2' - 6"
3' - 0"3' - 7"4' - 10"3' - 0"4' - 9"
2' - 6"
3' - 0"3' - 7"4' - 10"3' - 0"4' - 9"4' - 9"3' - 0"4' - 10"3' - 7"3' - 0"
2' - 6"
4' - 9"3' - 0"4' - 10"3' - 7"3' - 0"
2' - 6"2' - 6"
3' - 0"3' - 7"4' - 10"3' - 0"4' - 9"
2' - 6"
3' - 0"6' - 1"4' - 4"
2' - 6"2' - 6"
4' - 4"
45
'
-
6
"
2'
-
6
"
9'
-
5
"
6'
-
9
"
6'
-
0
"
10
'
-
8
"
6'
-
4
"
3'
-
4
"
180' - 6"
14' - 0 1/2"11' - 2 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"11' - 3"14' - 0"
45
'
-
6
"
3'
-
4
"
6'
-
4
"
10
'
-
8
"
6'
-
0
"
6'
-
9
"
9'
-
5
"
2'
-
6
"
14A
14B
14C
73 74 75 76 77 78 79 80 81
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
N1.T
P P P P P P
N1.T
N-004N-005
N1.T
K-006N-007N-008 N-003 N-002 N-001
N-020
N-019
N-009
N-010
N-011 N-012 N-013 N-014 N-015 N-016 N-017 N-018
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
2' - 8"16' - 3"2' - 9"2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"2' - 9"16' - 3"2' - 8"
6"
24
'
-
8
"
20
'
-
4
"
T
T
T
T T
T
T
T T
T
T
T T
T
T
T
AX-604
1 TYP
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
O
D
Fo
r
t
C
o
l
l
i
n
s
,
C
O
CD CHECKSET
09/29/23
ED NMTJ
TYPE 14-SLAB & FIRST FLOOR
PLAN
A8A-102
22.077
1/8" = 1'-0"1 8PLEX_A - TYPE 14 - SLAB PLAN
1/8" = 1'-0"2 8PLEX_A - TYPE 14 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
S
S
S
S
C
S P S
T
P RR
PP P
P
T
PP
P
P
P
T
P P
P
P
P
T
PP
P
P
P
T
P P
P
S
S
S
S
C
SPS
T
PR R
P P
A8A-200
1
A8A-200
2
A8A-2003
A8A-200 4
1
A8A-300
2
A8A-300
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
180' - 6"
4' - 4"2' - 6"2' - 6"4' - 4"4' - 10 1/2"4' - 4 1/2"2' - 4"4' - 8"3' - 0"4' - 11"2' - 6"4' - 3"2' - 4"2' - 4"4' - 3"2' - 6"4' - 11"3' - 0"4' - 8"2' - 4"4' - 3"2' - 6"4' - 11"3' - 0"4' - 8"4' - 8"3' - 0"4' - 11"2' - 6"4' - 3"2' - 4"4' - 8"3' - 0"4' - 11"2' - 6"4' - 3"2' - 4"2' - 4"4' - 3"2' - 6"4' - 11"3' - 0"4' - 8"2' - 4"4' - 4 1/2"4' - 10 1/2"4' - 4"2' - 6"2' - 6"4' - 4"
45
'
-
6
"
2'
-
6
"
9'
-
5
"
8'
-
1
"
4'
-
8
"
9'
-
9
"
8'
-
3
"
2'
-
4
"
45
'
-
6
"
2'
-
4
"
8'
-
3
"
9'
-
9
"
4'
-
8
"
8'
-
1
"
9'
-
5
"
2'
-
6
"
180' - 6"
12' - 9"12' - 6"9' - 9"11' - 11"9' - 8"12' - 0"11' - 11"9' - 9"9' - 9"11' - 11"12' - 0"9' - 8"11' - 11"9' - 9"12' - 6"12' - 9"
3' - 1"3' - 3"3' - 3"
3' - 2"
4' - 7"3' - 4"4' - 7"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 6"3' - 0"
2' - 2"
7' - 1"4' - 11"4' - 5"3' - 0"4' - 6"4' - 10"4' - 11"4' - 11"4' - 10"4' - 6"3' - 0"4' - 5"4' - 11"7' - 1"
2' - 2"
3' - 0"4' - 6"4' - 6"3' - 0"4' - 5"4' - 11"4' - 10"4' - 7"3' - 4"4' - 7"3' - 2"3' - 3"3' - 3"3' - 1"
P P P P
P P
P P
P P
T T
14A
14B
14C
73 74 75 76 77 78 79 80 81
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
20
'
-
4
"
24
'
-
8
"
6"
2'
-
4
"
N-021N-022N-023N-024N-025N-026N-027N-028 AX-604
3 TYP
1'
-
5
1
/
2
"
8
3
/
4
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
8
3
/
4
"
1'
-
5
1
/
2
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
UNIT P3 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
4.0:12
RIDGERIDGE
RIDGE
ROOF BREAK
ROOF BREAK
RIDGERIDGE
VALL
E
Y
VA
L
L
E
Y
VALL
E
Y
VAL
L
E
Y
4.0:12
3.0:12 3.0:12
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
DS DS
DS
DS DS
DS
DSDSDSDSDSDSDS
DS
3.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
3.0:12 3.0:12
3.
0
:
1
2
3.
0
:
1
2
DS DS DS DS DS DS DS DS DS
DSDS
DSDS
DSDS
DASHED LINE INDICATES
WALL BENEATH ROOF
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 8ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6 ATTIC ZONE 7
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,215 SF
942 SF
944 SF
945 SF
945 SF
944 SF
942 SF
1,215 SF
583 IN2
452 IN2
453 IN2
454 IN2
454 IN2
453 IN2
452 IN2
583 IN2
4
10
3
7
3
7
3
7
3
7
3
7
3
7
4
10
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
314.12 IN2
360 IN2
674.12 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
314.12 IN2
360 IN2
674.12 IN2
46.6%
53.4%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
46.6%
53.4%
1
2
3
4
5
6
7
8
> 583 IN2 OK
> 452 IN2 OK
> 453 IN2 OK
> 454 IN2 OK
> 454 IN2 OK
> 453 IN2 OK
> 452 IN2 OK
> 583 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS : "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
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A
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EN
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W
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 14-SECOND FLOOR &
ROOF PLAN
A8A-103
22.077
1/8" = 1'-0"1 8PLEX_A - TYPE 14 - LEVEL 2
1/8" = 1'-0"2 8PLEX_A - TYPE 14 - ROOF PLAN
LEVEL 1100' - 0"
LEVEL 2
110' - 7"
T.P. LEVEL 1
109' - 1"
T.P. LEVEL 2119' - 8"
2
A8A-300
9'
-
1
"
10
'
-
7
"
19
'
-
8
"
31
'
-
1
1
"
001B 016008A 004005
4 12 4 12
412 4 12
412 412
N-008N1.T
P
N1.T N-007
PSPS P
N1.T N-003
P P
N1.TN-002
P
N-001 N1.T
SPS
N-028
S P S T T
N-027
PP T
N-026
P P T
N-023
PP T
N-022
P P
N-021
SPST
P
N1.TN-005
P
T
N-025
P P
P
N1.T N-004
P
T
N-024
PP
PP
N1.TK-006
017 013
LEVEL 1100' - 0"
LEVEL 2110' - 7"
T.P. LEVEL 1109' - 1"
T.P. LEVEL 2119' - 8"
2
A8A-300
001B 016 004 007 006 008A
9'
-
1
"
10
'
-
7
"
19
'
-
8
"
31
'
-
1
1
"
PR RPPPPPPPPPPPPPPPRRPPPPPPPP
N-011N-012N-013N-014N-015N-016N-017N-018
LEVEL 1100' - 0"
LEVEL 2110' - 7"
T.P. LEVEL 1
109' - 1"
T.P. LEVEL 2
119' - 8"
1
A8A-300
004001B016 008A005
9'
-
1
"
10
'
-
7
"
19
'
-
8
"
31
'
-
1
1
"
6 12
6 12
N-019N-020
S S P
S S S SC
017013
612
412
LEVEL 1100' - 0"
LEVEL 2110' - 7"
T.P. LEVEL 1
109' - 1"
T.P. LEVEL 2
119' - 8"
1
A8A-300
9'
-
1
"
10
'
-
7
"
19
'
-
8
"
31
'
-
1
1
"
004 008A 001B016 005
6 12
N-010 N-009
SSP
SSSSC
017 013
612
612
4 12
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
1/8" = 1'-0"
EN
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s
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 14-ELEVATIONS
A8A-200
22.077
1/8" = 1'-0"1 8PLEX_A - TYPE 14 - FRONT ELEVATION
1/8" = 1'-0"2 8PLEX_A - TYPE 14 - REAR ELEVATION
1/8" = 1'-0"3 8PLEX_A - TYPE 14 - LEFT ELEVATION
1/8" = 1'-0"4 8PLEX_A - TYPE 14 - RIGHT ELEVATION
KEYNOTE LEGEND
Key Value Keynote Text
001B ROOF MATERIAL: ASPHALT SHINGLE
004 EXTERIOR WALL: FIBER CEMENT LAP SIDING BY ALLURA OR APPROVED EQ-
SMOOTH FINISH WITH 6" EXPOSURE U.N.O. BLIND NAILED. OVER (2) LAYERS
GRADE 'D' MINIMUM BUILDING PAPER. INSTALL PER MANUF.
005 EXTERIOR WALL: ADHERED MASONRY VENEER OVER PLASTER BASE OVER
2 LAYERS GRADE 'D' MIN. BUILDING PAPER. INSTALL PER MANUF.
006 GARAGE DOOR: OVERHEAD STEEL SECTIONAL GARAGE DOOR STYLE AND
LITES AS SHOWN. BY CLOPAY OR APPROVED EQUAL.
007 ADDRESS NUMBERS: APPROVED ADDRESS SHALL BE PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET
FRONTING THE PROPERTY. SIZE AND FONT TO MEET COMMUNITY DESIGN
GUIDELINES
008A FIBER CEMENT TRIM AT WINDOW HEAD, JAMB, & SILL AND DOOR HEAD &
JAMB. SMOOTH FINISH.
013 FASCIA: 2X6 R.S. WOOD BARGE AND FASCIA BOARD PRE-PRIMED
016 EXTERIOR WALL: STUCCO
017 GUTTER
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
99' - 10"
100'-0"
15A
15B
15C
82 83 84 85 86 87 89 90 91
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"
10
0
'
-
0
"
99' - 10"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
10
0
'
-
0
"
100'-0"
180' - 6"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
45
'
-
0
"
6"
24
'
-
8
"
20
'
-
4
"
7'
-
4
"
13
'
-
0
"
3' - 5"
2' - 7"
16' - 3"2' - 9"
3"
2' - 8"16' - 3"
2' - 9"
3"
2' - 6"16' - 3"
2' - 5"
3"
2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"
3"
2' - 5"16' - 3"2' - 6"
3"2' - 9"16' - 3"2' - 8"3"2' - 9"16' - 3"2' - 7"3' - 5"
13' - 0"
8"
7' - 7"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"5' - 1"12' - 7"12' - 7"5' - 1"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"7' - 7"
8"
13' - 0"
180' - 6"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
4"4"
8"
6"6"
1' - 0"
5 1/2"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5 1/2"
3"
1'
-
0
"
3'
-
6
"
2'
-
6
"
1'
-
0
"
3'
-
6
"
2'
-
6
"
1'
-
0
"
3'
-
6
"
2'
-
6
"
1'
-
0
"
3'
-
6
"
2'
-
6
"
1'
-
0
"
3'
-
0
"
2'
-
6
"
2'
-
6
"
20
'
-
4
"
24
'
-
8
"
6"
7'
-
4
"
13
'
-
0
"
45
'
-
0
"
3"3"3"
N1.T
S SP
N1.T
SSP SSP S SP S SP SSP S P S
N1.T
SPS
S
S
S
P
UNIT P3 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
A8B-200
1
A8B-200
2
A8B-2003
A8B-200 4
1
A8B-300
2
A8B-300
180' - 6"
14' - 0 1/2"11' - 2 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"11' - 3"14' - 0"
45
'
-
6
"
2'
-
6
"
9'
-
5
"
6'
-
9
"
6'
-
0
"
10
'
-
8
"
6'
-
4
"
3'
-
4
"
180' - 6"
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
4' - 0"
2' - 10"2' - 10"
4' - 0"6' - 1"3' - 0"
2' - 6"2' - 0"
4' - 0"4' - 0"
2' - 7"
3' - 7"3' - 0"
2' - 6"2' - 6"
3' - 0"3' - 7"
2' - 3"
4' - 0"4' - 0"2' - 4"
2' - 6"
3' - 0"3' - 7"
2' - 3"
4' - 0"4' - 0"
2' - 4"2' - 4"
4' - 0"4' - 0"
2' - 3"
3' - 7"3' - 0"
2' - 6"
2' - 7"4' - 0"4' - 0"
2' - 0"
3' - 7"3' - 0"
2' - 6"2' - 6"
3' - 0"3' - 7"2' - 7"4' - 0"4' - 0"
2' - 0"
2' - 6"3' - 0"6' - 1"4' - 0"
2' - 10"2' - 10"
4' - 0"
45
'
-
6
"
3'
-
4
"
6'
-
4
"
10
'
-
8
"
6'
-
0
"
6'
-
9
"
9'
-
5
"
2'
-
6
"
15A
15B
15C
82 83 84 85 86 87 89 90 91
O-001O-002O-003O-004O-005O-006O-007O-008
O-009
O-010
O-011 O-012 O-013 O-014 O-016O-015 O-017 O-018
O-019
O-020
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
6"
24
'
-
8
"
20
'
-
4
"
P
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
2' - 8"16' - 3"2' - 9"2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"2' - 9"16' - 3"2' - 8"
N1.T N1.T N1.T N1.TN1.T
S
T
T T T
T T T
T
T
T T
T T
T T
T
AX-604
1 TYP
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
T
EN
C
L
A
V
E
A
T
RE
D
W
O
O
D
RE
D
W
O
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Fo
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i
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s
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C
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 15-SLAB & FIRST FLOOR
PLAN
A8B-102
22.077
1/8" = 1'-0"1 8PLEX_B - TYPE 15 - SLAB PLAN
1/8" = 1'-0"2 8PLEX_B - TYPE 15 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
P
P P
S
S
S
S
C
T
P
PP
T
PS S
T
P SS
P
PP
T
P P P P
S
S
S
S
C
P RR
PP
A8B-200
1
A8B-200
2
A8B-2003
A8B-200 4
1
A8B-300
2
A8B-300
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
180' - 6"
5' - 2"3' - 0"5' - 6"4' - 11"4' - 4"4' - 4"4' - 0"4' - 0"5' - 1"4' - 4"4' - 6"4' - 4"5' - 1"4' - 0"4' - 0"4' - 4"4' - 4"7' - 1"3' - 0"4' - 11"4' - 11"3' - 0"4' - 8"2' - 5"4' - 4"2' - 4"
2' - 0"
4' - 0"4' - 0"
2' - 7"
2' - 6"4' - 4"
2' - 3"2' - 3"
4' - 4"2' - 6"
2' - 7"
4' - 0"4' - 0"
2' - 0"
2' - 4"4' - 4"4' - 11"5' - 6"3' - 0"5' - 2"
45
'
-
6
"
2'
-
4
"
8'
-
3
"
9'
-
9
"
4'
-
8
"
8'
-
1
1
"
8'
-
1
0
"
2'
-
3
"
180' - 6"
12' - 9"12' - 6"9' - 9"11' - 11"11' - 11"9' - 9"11' - 11"9' - 9"9' - 9"11' - 11"9' - 9"11' - 11"11' - 11"9' - 9"12' - 6"12' - 9"
3' - 1"3' - 3"3' - 3"
3' - 2"
4' - 7"3' - 4"4' - 7"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 10"4' - 11"4' - 11"4' - 10"4' - 6"3' - 0"9' - 4"4' - 10"4' - 5"3' - 0"9' - 0"3' - 0"4' - 5"4' - 11"4' - 10"4' - 7"3' - 4"4' - 7"3' - 2"3' - 3"3' - 3"3' - 1"
45
'
-
6
"
2'
-
3
"
8'
-
1
1
"
8'
-
1
0
"
4'
-
8
"
9'
-
9
"
8'
-
3
"
2'
-
4
"
15A
15B
15C
82 83 84 85 86 87 89 90 91
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
P
PP
P
P P
P
P P
PR R
P P
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
O-021O-022O-023O-024
T T
P SS
T T
PPPP
O-028 O-027 O-026 O-025
S P S
AX-604
3 TYP
1'
-
1
3
/
4
"
10
1
/
8
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
10
1
/
8
"
1'
-
1
3
/
4
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
UNIT P3 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.0:12 4.0:12
RIDGERIDGE RIDGE
RI
D
G
E
RI
D
G
E
RIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RIDGE
HIPHIP
HIP
HIP
HIP
HIP
HIP HIP HIP
HIP
HIP
HIP
HIP HIPHIP
HIP
HIP
HIP
HIP HIP
HIP
HIP
HIP
HIPHIP
HIP
HIP HIP
HIP
HIP
HIP
HIP
HIP HIP
HIP
HIP
HIP
HIP
HIP
HIP
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VALLEY
VALLEY
VA
L
L
E
Y
VALLEY
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VA
L
L
E
Y
VALLEY
VA
L
L
E
Y
VALLEY
VALLEY
VA
L
L
E
Y
DS
DS
DS
DS DS DS DS DS DS DS DS
DS DS
DSDSDSDSDSDSDSDSDSDSDS
3.
0
:
1
2
DS DS DSDSDSDSDS
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
DSDSDSDSDSDSDSDSDSDS
VA
L
L
E
Y
DASHED LINE INDICATES
WALL BENEATH ROOF
4.0:12 4.0:12 4.0:12 4.0:12 4.0:12 4.0:12 4.0:124.0:12 4.0:12 4.0:12
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 8ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6 ATTIC ZONE 7
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,219 SF
946 SF
945 SF
951 SF
951 SF
945 SF
946 SF
1,219 SF
585 IN2
454 IN2
454 IN2
456 IN2
456 IN2
454 IN2
454 IN2
585 IN2
4
10
3
7
3
7
3
7
3
7
3
7
3
7
4
10
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
314.12 IN2
360 IN2
674.12 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
314.12 IN2
360 IN2
674.12 IN2
46.6%
53.4%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
46.6%
53.4%
1
2
3
4
5
6
7
8
> 585 IN2 OK
> 454 IN2 OK
> 454 IN2 OK
> 456 IN2 OK
> 456 IN2 OK
> 454 IN2 OK
> 454 IN2 OK
> 585 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS : "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
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A
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A
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EN
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L
A
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A
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W
O
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Fo
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s
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C
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 15-SECOND FLOOR &
ROOF PLAN
A8B-103
22.077
1/8" = 1'-0"1 8PLEX_B - TYPE 15 - LEVEL 2
1/8" = 1'-0"2 8PLEX_B - TYPE 15 - ROOF PLAN
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"
10
0
'
-
0
"
100'-0"
99' - 10"
180' - 6"
45
'
-
0
"
180' - 6"
5' - 9"7' - 11"7' - 7"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"5' - 1"
8"
11' - 6"
5"
12' - 7"5' - 1"3' - 4"
8"5"
11' - 6"
8"
5' - 1"3' - 4"
8"8"
3' - 4"5' - 1"
8"
11' - 6"
5"8"
3' - 4"7' - 7"7' - 7"6' - 1"
16A
16B
16C
92 93 94 95 96 97 98 99 100
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
1/
4
"
P
E
R
1
'
-
0
"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
99' - 10"99' - 10"99' - 10"99' - 10"99' - 10"
3' - 5"2' - 7"16' - 3"2' - 9"
3"
2' - 8"16' - 3"2' - 9"3"2' - 3"16' - 3"2' - 8"3"
2' - 8"
16' - 3"
2' - 9"2' - 9"
16' - 3"
2' - 8"
3"
2' - 8"
16' - 3"2' - 3"3"
2' - 9"16' - 3"2' - 8"3"2' - 9"16' - 3"2' - 7"3' - 5"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
24
'
-
8
"
20
'
-
4
"
6"
7'
-
4
"
13
'
-
0
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
24
'
-
8
"
20
'
-
4
"
45
'
-
0
"
7'
-
4
"
13
'
-
0
"
6"
2'
-
6
"
3'
-
6
"
1'
-
0
"
2'
-
6
"
1'
-
1
"
2'
-
5
"
1'
-
0
"
1'
-
0
"
3'
-
6
"
2'
-
6
"
2'
-
6
"
1'
-
1
"
2'
-
5
"
1'
-
0
"
3'
-
6
"
3'
-
0
"
1'
-
0
"
2'
-
6
"
3'
-
6
"
1'
-
0
"
3'
-
6
"
3'
-
0
"
2'
-
5
"
2'
-
6
"
3"3"3"3"
5 1/2"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
1'
-
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
1'
-
2
"
5
1
/
2
"
5
1
/
2
"
5 1/2"
A8C-201
1
A8C-201
2
A8C-2014
A8C-201 3
1
A8C-300
2
A8C-300
R1.T
S
S
P
P B P
R1.T
S
S
P
PBPDP
R1.T
P
R1.T
D P DP D P
UNIT P3
WATER
T/D
UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
WATER
T/D
180' - 6"
14' - 0 1/2"11' - 2 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"10' - 10"10' - 10"8' - 1 1/2"8' - 1 1/2"11' - 3"14' - 0"
45
'
-
6
"
2'
-
6
"
9'
-
5
"
6'
-
9
"
6'
-
0
"
10
'
-
8
"
6'
-
4
"
3'
-
4
"
180' - 6"
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
4' - 1"
2' - 9"2' - 9"
4' - 1"5' - 9"3' - 4"
2' - 6"
3' - 9"3' - 6"5' - 4"3' - 3"3' - 4"
2' - 6"2' - 6"
3' - 4"3' - 3"4' - 10"3' - 0"4' - 9"
2' - 6"
3' - 4"3' - 3"5' - 4"3' - 6"3' - 9"3' - 9"3' - 6"5' - 4"3' - 3"3' - 4"
2' - 6"
4' - 9"3' - 0"4' - 10"3' - 3"3' - 4"
2' - 6"2' - 6"
3' - 4"3' - 3"5' - 4"3' - 6"3' - 9"
2' - 6"
3' - 4"5' - 9"4' - 1"
2' - 9"2' - 9"
4' - 1"
45
'
-
6
"
3'
-
4
"
6'
-
4
"
10
'
-
8
"
6'
-
0
"
6'
-
9
"
9'
-
5
"
2'
-
6
"
PPP
16A
16B
16C
92 93 94 95 96 97 98 99 100
6"
24
'
-
8
"
20
'
-
4
"
P-010
P-009
P-011 P-012 P-013 P-014 P-015 P-016 P-017 P-018
P-019
P-020
P-001P-002P-003P-004P-005P-006P-007P-008
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
2' - 8"16' - 3"2' - 9"2' - 8"16' - 3"2' - 9"2' - 9"16' - 3"2' - 8"2' - 9"16' - 3"2' - 8"
6"
24
'
-
8
"
20
'
-
4
"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
R1.TR1.TR1.TR1.T
T
T
T
T T
T
T
T T
T T T
T T
T
T
AX-604
1 TYP
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
L
A
V
E
A
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EN
C
L
A
V
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A
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W
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 16-SLAB & FIRST FLOOR
PLAN
A8C-102
22.077
1/8" = 1'-0"1 8PLEX_C - TYPE 16 - SLAB PLAN
1/8" = 1'-0"2 8PLEX_C - TYPE 16 - LEVEL 1
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
A8C-201
1
A8C-201
2
A8C-2014
A8C-201 3
1
A8C-300
2
A8C-300
P
P P
S
S
S
S
C
T
S
S
S
S
C
P RR
PP PPP P
PP
T
DP
T
P
T
D P P B PP
12' - 9"12' - 6"9' - 9"11' - 11"11' - 11"9' - 9"11' - 11"9' - 9"9' - 9"11' - 11"9' - 9"11' - 11"11' - 11"9' - 9"12' - 6"12' - 9"
180' - 6"
3' - 1"3' - 3"3' - 3"
3' - 2"
4' - 9"3' - 0"4' - 9"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 6"3' - 0"4' - 5"4' - 10"4' - 11"4' - 5"3' - 0"4' - 6"4' - 10"4' - 11"4' - 11"4' - 10"4' - 6"3' - 0"4' - 5"4' - 11"4' - 10"4' - 5"3' - 0"4' - 6"4' - 6"3' - 0"4' - 5"4' - 11"4' - 10"4' - 9"3' - 0"4' - 9"3' - 2"3' - 3"3' - 3"3' - 1"
45
'
-
6
"
2'
-
4
"
8'
-
3
"
9'
-
9
"
4'
-
8
"
8'
-
1
0
"
8'
-
1
1
"
2'
-
3
"
45
'
-
6
"
2'
-
6
"
9'
-
5
"
8'
-
4
1
/
4
"
4'
-
4
3
/
4
"
9'
-
9
"
8'
-
3
"
2'
-
4
"
180' - 6"
13' - 8"11' - 7"12' - 7"9' - 1"9' - 1"12' - 7"9' - 1"12' - 7"12' - 7"9' - 1"12' - 7"9' - 1"9' - 1"12' - 7"11' - 7"13' - 8"
16A
16B
16C
92 93 94 95 96 97 98 99 100
20
'
-
4
"
24
'
-
8
"
6"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
P
PP
PR R
P PPPPP
P P
20
'
-
4
"
24
'
-
8
"
6"
25' - 3"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"25' - 3"
4' - 1"2' - 9"2' - 9"4' - 1"4' - 11"4' - 4"6' - 1"3' - 6"5' - 4"2' - 6"4' - 3"
2' - 4"2' - 4"
4' - 3"2' - 6"4' - 10"3' - 0"4' - 9"
2' - 4"
4' - 3"2' - 6"5' - 4"3' - 6"3' - 9"3' - 9"3' - 6"5' - 4"2' - 6"4' - 3"
2' - 4"
4' - 9"3' - 0"4' - 10"2' - 6"4' - 3"
2' - 4"2' - 4"
4' - 3"2' - 6"5' - 4"3' - 6"3' - 9"
2' - 4"
4' - 4"4' - 11"4' - 1"2' - 9"2' - 9"4' - 1"
T T
D P
T
P
T
DPPBP P
P-021P-022P-023P-024P-025P-026P-027P-028 AX-604
3 TYP
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
6'
-
1
0
"
1'
-
3
"
1'
-
0
"
1'
-
5
"
5
1
/
2
"
11
1
/
2
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'
-
6
"
11
1
/
2
"
5
1
/
2
"
1'
-
5
"
1'
-
3
"
1'
-
0
"
UNIT P3 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P3
RIDGE RIDGERIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
ROOF BREAK
ROOF BREAK
RI
D
G
E
RI
D
G
E
RI
D
G
E
VA
L
L
E
Y
V
A
L
L
E
Y
VAL
L
E
Y
V
A
L
L
E
Y
RI
D
G
E
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
11.0:1211.0:1211.0:1211.0:1211.0:1211.0:12 11.0:1211.0:12
11.0:12
11.0:12
11.0:12 11.0:1211.0:12
11.0:12 RI
D
G
E
11.0:1211.0:12
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
4.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
6.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
VA
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
V
A
L
L
E
Y
VA
L
L
E
Y
VAL
L
E
Y
V
A
L
L
E
Y
DS
DS DS
DSDS
DS DS DS DS DS DS
DS
DS
DS
DS DS
DS
DS
DS
ROOF BREAK
ROOF BREAKROOF BREAK
ROOF BREAK
ATTIC ZONE 1 ATTIC ZONE 2 ATTIC ZONE 3 ATTIC ZONE 8ATTIC ZONE 4 ATTIC ZONE 5 ATTIC ZONE 6 ATTIC ZONE 7
THE NET FREE CROSS-VENTILATION AREA SHALL BE 1/300 OF THE TOTAL ATTIC AREA,
PROVIDED THE FOLLOWING CONDITIONS ARE MET:2021 IBC 1202.2.1
1.IN CLIMATE ZONES 6,7,8, A CLASS I OR II VAPOR RETARDER IS INSTALLED IN
THE WARM-IN-WINTER SIDE OF THE CEILING.
PROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'DPROJECT IS LOCATED IN CLIMATE ZONE 5B, NO VAPOR RETARDER REQ'D
2. AT LEAST 40% AND NOT MORE THAN 50% OF REQ'D VENTING AREA IS
PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC OR RAFTER
SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET
BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED
VERTICALLY.
PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE PROPOSED VENTING LAYOUT MEETS CONDITIONS OF EXCEPTION 2, SEE
TABLE BELOW.TABLE BELOW.
ATTIC VENTILATION
ROOF
AREA
TOTAL
VENTILATION
REQ'D (IN 2)
ATTIC
ZONE
NO. OF
UPPER
VENTS
NET FREE
VENT
AREA
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
UPPER
LOWER
TOTAL
1,121 SF
942 SF
961 SF
947 SF
947 SF
961 SF
942 SF
1,121 SF
538 IN2
452 IN2
461 IN2
455 IN2
455 IN2
461 IN2
452 IN2
538 IN2
3
9
3
7
3
7
3
7
3
7
3
7
3
7
3
7
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
78.53 IN2
36.00 IN2
TOTAL
VENTILATION
AREA
235.59 IN2
324 IN2
559.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
252 IN2
487.59 IN2
235.59 IN2
324 IN2
559.59 IN2
42.1%
57.9%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
48.3%
51.7%
42.1%
57.9%
1
2
3
4
5
6
7
8
> 538 IN2 OK
> 452 IN2 OK
> 461 IN2 OK
> 455 IN2 OK
> 455 IN2 OK
> 461 IN2 OK
> 452 IN2 OK
> 538 IN2 OK
ATTIC VENTILATION LEGEND
UPPER ROOF VENTS : "FAMCO" OR APPROVED EQUAL
MODEL:J VENT JV10
SIZE:16" X 10"
NET FREE VENTILATION: 78.53 SQ.IN.
EAVE VENTS: "FAMCO" OR APPROVED EQUAL
MODEL: LOUVERED SOFFIT VENT VS816
SIZE: 8" X 16"
NET FREE VENTILATION: 36 SQ.IN.
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
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CD CHECKSET
09/29/23
ED NMTJ
TYPE 16-SECOND FLOOR &
ROOF PLAN
A8C-103
22.077
1/8" = 1'-0"1 8PLEX_C - TYPE 16 - LEVEL 2
1/8" = 1'-0"2 8PLEX_C - TYPE 16 - ROOF PLAN
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
AC-105
2
AC-105 3
AC-1054
AC-105
1
1
AC-106
2
AC-106
101 102 103 104 105 106
17A
17B
17C
17D
14' - 0"9' - 5"19' - 5"15' - 4"21' - 8"
79' - 10"
36
'
-
0
"
5'
-
3
"
20
'
-
3
"
10
'
-
6
"
2'
-
6
"
3'
-
0
"
5'
-
0
"
3"
2'
-
9
"
3'
-
0
"
14
'
-
6
"
5'
-
0
"
3' - 9 1/2"10' - 2 1/2"4' - 11"4' - 6"9' - 10 1/2"9' - 6 1/2"7' - 6"7' - 10"3' - 11"3' - 4"7' - 0"3' - 4"4' - 1"
2'
-
3
"
2'
-
0
1
/
2
"
9'
-
1
"
11
'
-
2
"
79' - 10"
14' - 0"9' - 5"19' - 5"15' - 4"21' - 8"
9' - 6"8' - 3"1' - 8"1' - 8"9' - 6"10' - 6"
4' - 0"3' - 0"3' - 0"4' - 0"3' - 2"3' - 0"3' - 3"3' - 3"3' - 0"3' - 3"2' - 5 1/2"3' - 4"2' - 5 1/2"2' - 2"5' - 6"5' - 6"2' - 2"
36
'
-
0
"
5'
-
3
"
3"
5'
-
2
"
14
'
-
1
0
"
10
'
-
6
"
AC-109
AC-117 AC-116
AC-113AC-112 AC-114
AC-101
AC-115
A
A
A
A
A
A
AA A
AA
P P
AAAA
F F F F
AC-102
LOBBY
101
IT
105
FITNESS
AREA
109
OFFICE
102
POOL MECH
112
MECH
114
A1
A1
A1
A1
A1
A1
A1
A1
AC-400
1
AC-401
1
AC-402
1
A1
A1
1' - 0"
EQ EQ
6"
JAN.
106
MECH.
110
WATER
ENTRY
111
CHEM.
113
OFFICE
104
6' - 1"4' - 0"
4'
-
4
"
9'
-
1
0
"
7' - 1"6' - 5 1/2"
10
'
-
0
1
/
4
"
9'
-
9
1
/
4
"
2'
-
0
"
4' - 11"4' - 11 1/2"
3' - 6"3' - 4"2' - 8"
PP
AC-104
AC-105AC-106
AC-111
AC-110
AC-103
AC-118
T
T
AC-113 1AC-1132
BREAK ROOM
103
WOMEN'S
RESTROOM
107
MEN'S
RESTROOM
108
A1 4" WOOD STUD
FRAMED PARTITION
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
3-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
A4a 4" WOOD STUD FRAMED
WALL w/SOUND INSULATION
(STC 45)
3 1/2" FIBERGLASS
SOUND BATT
INSULATION
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
5/8" GYP BD BOTH SIDES;
PAINT
3-1/2" METAL STUD
FRAMING, 16" O.C.
4" BASE
WOOD TOP TRACK
A2 4" WOOD STUD
FRAMED PARTITION
WOOD TOP TRACK
5/8" GYP BD;
PAINT
3-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
A5a 1 HR RATED 4" WOOD
STUD FRAMED
PARTITION
WOOD TOP TRACK
1HR RATED 5/8" GYP BD
BOTH SIDES;
PAINT
3-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
3 1/2" FIBERGLASS
SOUND BATT
INSULATION
A3 6" WOOD STUD
FRAMED PARTITION
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
5-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
A6 1 HR RATED 6" WOOD
STUD FRAMED
PARTITION
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
5-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
1/2" RESILIENT CHANNEL
A7
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
3-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
2 HR RATED 4" WOOD
STUD FRAMED
PARTITION
5 1/2" FIBERGLASS
SOUND BATT
INSULATION
3 1/2" FIBERGLASS
SOUND BATT
INSULATION
A4b 6" WOOD STUD
FRAMED PARTITION
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
5-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
A5b 1 HR RATED 6" WOOD
STUD FRAMED
PARTITION
WOOD TOP TRACK
5/8" GYP BD BOTH SIDES;
PAINT
5-1/2" WOOD STUD
FRAMING, 16" O.C.
4" BASE
PL
A
N
SE
C
T
I
O
N
SE
C
T
I
O
N
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
As indicated
EN
C
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A
V
E
A
T
EN
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A
V
E
A
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RE
D
W
O
O
D
RE
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W
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Fo
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i
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s
,
C
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CD CHECKSET
09/29/23
ED NMTJ
AMENITIES CENTER-FLOOR
PLAN
AC-103
22.077
1/4" = 1'-0"1 AMENITIES CENTER
1/2" = 1'-0"2 WALL TYPES
AC-110
AC-1104
AC-110
AC-110
1
3
2
1
AC-112
2
AC-112
110 111 112
19A
19B
19C
17' - 6"17' - 6"
35' - 0"
25
'
-
0
"
12
'
-
6
"
12
'
-
6
"
5'
-
0
"
5'
-
0
"
9' - 0"
14
'
-
0
"
AC-122
100'-0"100'-0"
110 111 112
19A
19B
19C
17' - 6"17' - 6"
35' - 0"
12
'
-
6
"
12
'
-
6
"
25
'
-
0
"
100'-0"
107 108 109
18A
18B
18C
10' - 1 1/2"10' - 1 1/2"
20' - 3"
9' - 0 7/16"1' - 1 1/16"
18
'
-
5
"
18
'
-
5
"
36
'
-
1
0
"
1'
-
4
7
/
8
"
17
'
-
0
1
/
8
"
5' - 0"5' - 1 1/2"
10' - 1 1/2"10' - 1 1/2"
20' - 3"
15
'
-
5
1
/
2
"
2'
-
1
1
1
/
2
"
18
'
-
5
"
18
'
-
5
"
36
'
-
1
0
"
AC-110
5
AC-110 8
AC-110
6
AC-1107
3
AC-112
4
AC-112
P
P
A
A
A
A AA
A
A
A
107 108 109
18A
18B
18C
20' - 3"
10' - 1 1/2"10' - 1 1/2"
4' - 6 1/4"4' - 6 1/4"4' - 2"5' - 11 1/2"
20' - 3"
10' - 1 1/2"10' - 1 1/2"
5' - 0"15' - 3"
4' - 8"
5 1/2"
2' - 6 1/2"3' - 0"4' - 7"
36
'
-
1
0
"
18
'
-
5
"
18
'
-
5
"
15
'
-
5
"
3'
-
0
"
10
'
-
5
"
3'
-
0
"
3'
-
0
"
2'
-
0
"
36
'
-
1
0
"
18
'
-
5
"
18
'
-
5
"
1'
-
5
"
17
'
-
0
"
9'
-
0
"
3'
-
0
"
3'
-
0
"
2'
-
0
"
2'
-
8
"
8'
-
1
1
"
4'
-
5
"
2'
-
5
"
AC-121
AC-119
AC-120
MAINTENANCE
GARAGE
112
DOG WASH
113
A1
A1
9' - 0 1/2"1' - 1"
A4
PLAN LEGEND
OVERHEAD LINE
2x4 STUDS AT 16" o.c. U.N.O.
2x6 STUDS AT 16" o.c. U.N.O.
ADHERED MASONRY VENEER -
REFER TO EXT. ELEVS.
2-HR RATED FIRE WALL
WALL TAGX
DOOR TAG;
RE: DOOR SCHEDULEA-000
X WINDOW TAG;
RE: WINDOW SCHEDULE
SLAB LEGEND
CHANGE IN SLAB ELEVATION
SLOPE
FLOOR ELEVATION
KEENEYDESIGN.COMKEENEYDESIGN.COM
730 W. HAMPDEN AVE. SUITE 303730 W. HAMPDEN AVE. SUITE 303
ENGLEWOOD, COLORADO 80110ENGLEWOOD, COLORADO 80110
CONSULTANT:
SHEET NUMBER:
DRAWING SCALE:
SHEET DESCRIPTION:
DRAWN BY:CHECKED BY:
ISSUE:DATE:
PHASE ISSUE RECORD:
PROJECT PHASE:
DATE:
PROJECT ISSUE/REV. RECORD:
DESCRIPTION:
PRINT DATE:
COPYRIGHT:
ALL DRAWN AND WRITTEN INFORMATION CONTAINED
HEREIN FOR THIS PROJECT ARE INSTURMENTS OF THE
SERVICE PROVIDED BY KEENEY DESIGN FOR THE USE
SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS
OTHERWISE PROVIDED, KEENEY DESIGN SHALL BE
DEEMED THE AUTHOR OF THESE DOCUMENTS AND
SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET
OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR
PURPOSES IN CONNECTION WITH THIS PROJECT IS NOT
TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF
THE RESERVED RIGHTS OF KEENEY DESIGN.
PROJECT DESCRIPTION:
PROJECT NUMBER:
303.871.1970303.871.1970
9555 S KINGSTON COURT9555 S KINGSTON COURT
ENGLEWOOD, CO 80112ENGLEWOOD, CO 80112
805.223.1761805.223.1761
1/4" = 1'-0"
EN
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A
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A
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EN
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A
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W
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s
,
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CD CHECKSET
09/29/23
ED NMTJ
MAIL KIOSK & MAINT.
GARAGE-SLAB & FLOOR PLAN
AC-108
22.077
1/4" = 1'-0"1 MAIL SHED FLOOR PLAN
1/4" = 1'-0"3 MAIL SHED SLAB PLAN
1/4" = 1'-0"4 MAINTANENCE GARAGE SLAB PLAN
1/4" = 1'-0"2 MAINTENANCE GARAGE FLOOR PLAN