design west - slcdocs.com
3
0° 00' 59" 220.89' S E 0° 00' 59" 220.89' N W 89° 59' 32" 165.00' N W 89° 59' 32" 165.00' S E 400 WEST (E) POWER POLE PROPOSED FIRE HYDRANT LOCATION UNIT 1 UNIT 1 UNIT 1 UNIT 1A 17'-4" 8'-8" UNIT 1 UNIT 1 UNIT 1 UNIT 1B UNIT 1 UNIT 1 UNIT 1 UNIT 1A UNIT 1 UNIT 1 UNIT 1 UNIT 1A BIKE RACK BIKE RACK (E) POWER POLE (E) POWER POLE PROPOSED TRANSFORMER LOCATION UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 25'-0" 24'-0" 13'-2" 14'-3" 25'-0" 24'-0" BUILDING A BUILDING B BUILDING C BUILDING D 2 4 1 5 4 TYP. 3 3 TYP. 3 3 6 6 6 6 5 TYP. 5 TYP. 5 TYP. SETBACK 10'-0" SETBACK 10'-0" SETBACK 10'-0" SETBACK 15'-0" 140'-0" 7 1/2" 34'-4" 2'-0" 20'-0" 2'-0" 33'-4 1/2" 14'-8" 34'-10 1/2" 2'-0" 20'-0" 2'-0" 34'-10 1/2" 1 5/8" F E E D D NOTES: 1. FINISH GRADE SHALL HAVE A SLOPE AWAY FROM THE BUILDING OF 6" MINIMUM FOR THE FIRST TEN FEET AND A 2% SLOPE THEREAFTER. ALL DRAINAGE FROM LOT SHALL DRAIN INTO AN APPROVED DRAINAGE SYSTEM. ALL EARTH FILL TO RECEIVE CONCRETE FLOORS, WALKS, DRIVES, ETC., SHALL BE SETTLED AND TAMPED TO 90% MINIMUM COMPACTION. 2. ALL FOUNDATION HEIGHTS GIVEN ARE BASED ON OWNER / CONTRACTOR PROVIDED DATA. ACTUAL HEIGHTS SHALL BE FIELD VERIFIED AND COORDINATED THROUGHOUT TO ENSURE THE RESIDENCE AND SURROUNDING GRADE DO NOT POSE A WATER RISK TO THE RESIDENCE AND THE SURROUNDING RESIDENCES. 3. RETAINING SHOWN SHALL BE FIELD VERIFIED. 4' MAX. LIFTS UNLESS ENGINEERED BY A CIVIL ENGINEER. 4. CONTRACTOR SHALL CONSULT GEO-TECHNICAL REPORT AND IMPLEMENT ALL REQUIREMENTS. © COPYRIGHT DESIGN WEST ARCHITECTS 2019 5 4 3 2 1 A B D C design west architects 255 SOUTH 300 WEST 795 NORTH 400 WEST LOGAN UT 84321 SALT LAKE CITY UT 84103 PROJECT #: DRAWN BY: CHECKED BY: ISSUED: OF 055 4/21/2021 1:23:31 PM TAG SLC - 765 NORTH APARTMENTS SALT LAKE CITY, UT 519057 HARMISON DC XX.XX.XXXX ARCHITECTURAL SITE PLAN A-003 NOT FOR CONSTRUCTION TAG - SLC 3/32" = 1'-0" A1 ARCHITECTURAL SITE PLAN SITE PLAN KEYED NOTES MARK DESCRIPTION 1 AC CONDENSING UNIT. APPROXIMATE LOCATION SHOWN 2 CONC SIDEWALK. SEE CIVIL 3 CONC DRIVEWAY. SEE CIVIL 4 BIKE RACK. SEE CIVIL 5 GAS METER AND DISCONNECTS - APPROXIMATE LOCATION SHOWN 6 ELECTRICAL METER AND DISCONNECTS - APPROXIMATE LOCATION SHOWN MARK: DATE: DESCRIPTION:
Transcript of design west - slcdocs.com
0° 0
0' 5
9"22
0.89
'S
E
0° 0
0' 5
9"22
0.89
'N
W
89° 59' 32"165.00'
N W
89° 59' 32"165.00'
S E
400
WES
T
(E) POWER POLE
PROPOSED FIRE HYDRANT LOCATION
UNIT 1UNIT 1UNIT 1 UNIT 1A
17'-4
"
8'-8"
UNIT 1UNIT 1UNIT 1 UNIT 1B
UNIT 1UNIT 1UNIT 1 UNIT 1A
UNIT 1UNIT 1UNIT 1 UNIT 1A
BIKE RACK
BIKE RACK
(E) POWER POLE
(E) POWER POLE
PROPOSED TRANSFORMER
LOCATION
UNIT 1 UNIT 1 UNIT 1
UNIT 1UNIT 1UNIT 1
UNIT 1UNIT 1UNIT 1
UNIT 1UNIT 1UNIT 1
25'-0
"
24'-0
"
13'-2
"
14'-3
"
25'-0
"
24'-0
"
BUILDING A
BUILDING B
BUILDING C
BUILDING D
2
4
1
5
4
TYP.
3
3
TYP.
3
3
6
6
6
6
5TYP.
5TYP.
5TYP.
SETBACK
10'-0"
SETB
ACK
10'-0
"
SETB
ACK
10'-0
"
SETBACK
15'-0" 140'-0"
7 1/
2"34
'-4"
2'-0"
20'-0
"2'-
0"33
'-4 1
/2"
14'-8
"34
'-10
1/2"
2'-0"
20'-0
"2'-
0"34
'-10
1/2"
1 5/
8"
F FE E
DD
NOTES:1. FINISH GRADE SHALL HAVE A SLOPE AWAY FROM THE BUILDING OF 6"
MINIMUM FOR THE FIRST TEN FEET AND A 2% SLOPE THEREAFTER. ALLDRAINAGE FROM LOT SHALL DRAIN INTO AN APPROVED DRAINAGE SYSTEM. ALL EARTH FILL TO RECEIVE CONCRETE FLOORS, WALKS, DRIVES, ETC.,SHALL BE SETTLED AND TAMPED TO 90% MINIMUM COMPACTION.
2. ALL FOUNDATION HEIGHTS GIVEN ARE BASED ON OWNER / CONTRACTOR PROVIDED DATA. ACTUAL HEIGHTS SHALL BE FIELD VERIFIED ANDCOORDINATED THROUGHOUT TO ENSURE THE RESIDENCE ANDSURROUNDING GRADE DO NOT POSE A WATER RISK TO THE RESIDENCE AND THE SURROUNDING RESIDENCES.
3. RETAINING SHOWN SHALL BE FIELD VERIFIED. 4' MAX. LIFTS UNLESSENGINEERED BY A CIVIL ENGINEER.
4. CONTRACTOR SHALL CONSULT GEO-TECHNICAL REPORT AND IMPLEMENT ALL REQUIREMENTS.
© COPYRIGHT DESIGN WEST ARCHITECTS 201954321
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arch
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CITY
UT
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03
PROJECT #:
DRAWN BY:
CHECKED BY:
ISSUED:
OF 055
4/21/2
021 1
:23:31
PM
TAG
SLC
-765
NOR
TH A
PART
MEN
TS
SALT
LAK
E CI
TY, U
T
519057
HARMISON
DC
XX.XX.XXXX
ARCHITECTURALSITE PLAN
A-003
NO
T FO
R C
ON
STR
UC
TIO
N
TAG
-SLC
3/32" = 1'-0"
A1 ARCHITECTURAL SITE PLAN
SITE PLAN KEYED NOTES
MARK DESCRIPTION
1 AC CONDENSING UNIT. APPROXIMATE LOCATION SHOWN2 CONC SIDEWALK. SEE CIVIL3 CONC DRIVEWAY. SEE CIVIL4 BIKE RACK. SEE CIVIL5 GAS METER AND DISCONNECTS - APPROXIMATE LOCATION SHOWN6 ELECTRICAL METER AND DISCONNECTS - APPROXIMATE LOCATION SHOWN
MARK
:DA
TE:
DESC
RIPT
ION:
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
T.O. FOUNDATION99'-8"
F E D
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
T.O. FOUNDATION99'-8"
FED
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
12345678
T.O. FOUNDATION99'-8"
TYP.
TYP.
TYP.
TYP.
TYP.
TYP. TYP.
1
11 9
4
7 8
2
10 7
6
3 16
FINISH FLOOR - LEVEL 1100'-0"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
1 2 3 4 5 6 7 8
T.O. FOUNDATION99'-8"
ELEVATION LEGEND:
ARCHITECTURAL ASPHALT SHINGLES
ALL COLORS AS SELECTED BY OWNER
STUCCO FINISH, COLOR PER OWNER. INSTALL PER
MANUFACTURERS RECOMENDATIONS
ALL COLORS AS SELECTED BY OWNER
FIBER CEMENT LAP SIDING
ALL COLORS AS SELECTED BY OWNER
NOTE:
SEE A3/A-601 FOR WINDOW TRIM DETAILS
© COPYRIGHT DESIGN WEST ARCHITECTS 201954321
A
B
D
C
desi
gn w
est
arch
itect
s
255
SOU
TH 3
00 W
EST
795
NO
RTH
400
WES
TLO
GAN
UT
843
21SA
LT L
AKE
CIT
Y U
T 8
4103
PROJECT #:
DRAWN BY:
CHECKED BY:
ISSUED:
OF 055
4/2
7/2
021 1
1:0
5:1
8 A
M
TAG
SLC
-76
5 N
OR
TH A
PAR
TMEN
TS
SALT
LA
KE C
ITY,
UT
8410
3
519057
XX
XX
04-23-2021
EXTERIORELEVATIONS (BLDGB)
A-220
PE
RM
IT S
ET
TAG
-SL
C
765
NO
RTH
400
WES
T
1/8" = 1'-0"
B4 BLDG B STREET ELEVATION
1/8" = 1'-0"
A4 BLDG B SIDE ELEVATION
1/8" = 1'-0"
B1 BLDG B REAR ELEVATION
1/8" = 1'-0"
A1 BLDG B FRONT ELEVATION
MA
RK
:D
AT
E:
DE
SC
RIP
TIO
N:
ELEVATION KEYED NOTES
MARK DESCRIPTION
1 FINISH GRADE, COORDINATE WITH CIVIL
2 "V" GROOVE EXPANSION JOINT
3 FIBER CEMENT TRIM
4 WINDOW TRIM @ WINDOW. SEE DETAIL A3/A-601,SIM AT DOOR HEADS AND JAMBS
5 FIBER CEMENT SIDING, MITER JOINTS AT OUTSIDECORNER
6 MECHANICAL FLUE (GRAPHICAL REPRESENTATIONONLY), EXTEND BEYOND ROOF PER CODE, FLASH ASREQ'D
7 BATHROOM EXHAUST VENT- COLOR: TBD
8 RANGE EXHAUST VENT- COLOR: TBD
9 MECHANICAL OUTSIDE AIR INTAKE, PROVIDE GRILLAND SCREEN - COLOR: TBD
10 DRYER EXHAUST VENT- COLOR: TBD
11 BOLLARD, SEE DETAIL C5/A-550
12 ADDRESS LETTERING SHALL BE 6" HIGH AND ASTROKE WIDTH NOT LESS THAN 1/2." ADDRESSNUMBERS SHALL BE ARABIC NUMBERS. ADDRESSSHALL BE CONTRASTING COLOR OF BACKGROUND
13 HOSE BIBB. TO BE FROST PROOF AND EQUIPPEDWITH VACUUM BREAKER
14 PRE-FINISHED ALUMINIUM GUTTER
15 PRE-FINISHED ALUMINIUM DOWNSPOUT WITHSPLASH BLOCK
16 SCUPPER WITH DOWNSPOUT - CONNECT PER CIVIL
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
A1
A-321
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
CB A
T.O. FOUNDATION99'-8"
1
2TYP
3
4
5
XXXX
12
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
C1
A-321
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
12345678
T.O. FOUNDATION99'-8"
1
2TYP.
3
4
5
13TYP
C3
A-321
14TYP.
15TYP.
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
C1
A-321
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
1 2 3 4 5 6 7 8
T.O. FOUNDATION99'-8"
1
2TYP.
3
4
9TYP.
8TYP.
11TYP.
C3
A-321
16
7TYP.
10TYP.
7TYP.
6
1616161616
FINISH FLOOR - LEVEL 1100'-0"
FTG-FND PLAN96'-0"
TOP OF BLDG138'-8 1/2"
FINISH FLOOR - LEVEL 2110'-2 3/4"
FINISH FLOOR - LEVEL 3120'-5 1/2"
A1
A-321
T.O. WALL - LEVEL 1109'-0"
T.O. WALL - LEVEL 2119'-2 3/4"
T.O. WALL - LEVEL 3129'-5 1/2"
CBA
T.O. FOUNDATION99'-8"
1
2TYP
ELEVATION LEGEND:
ARCHITECTURAL ASPHALT SHINGLES
ALL COLORS AS SELECTED BY OWNER
STUCCO FINISH, COLOR PER OWNER. INSTALL PER
MANUFACTURERS RECOMENDATIONS
ALL COLORS AS SELECTED BY OWNER
FIBER CEMENT LAP SIDING
ALL COLORS AS SELECTED BY OWNER
NOTE:
SEE A3/A-601 FOR WINDOW TRIM DETAILS
© COPYRIGHT DESIGN WEST ARCHITECTS 201954321
A
B
D
C
desi
gn w
est
arch
itect
s
255
SOU
TH 3
00 W
EST
795
NO
RTH
400
WES
TLO
GAN
UT
843
21SA
LT L
AKE
CIT
Y U
T 8
4103
PROJECT #:
DRAWN BY:
CHECKED BY:
ISSUED:
OF 055
4/2
7/2
021 1
1:0
4:5
7 A
M
TAG
SLC
-76
5 N
OR
TH A
PAR
TMEN
TS
SALT
LA
KE C
ITY,
UT
8410
3
519057
XX
XX
04-23-2021
EXTERIORELEVATIONS (BLDGA & C)
A-120
PE
RM
IT S
ET
TAG
-SL
C
765
NO
RTH
400
WES
T
1/8" = 1'-0"
A4 BLDG A & C STREET ELEVATION
1/8" = 1'-0"
A1 BLDG A & C FRONT ELEVATION
1/8" = 1'-0"
B1 BLDG A & C REAR ELEVATION
1/8" = 1'-0"
B4 BLDG A & C SIDE ELEVATION
ELEVATION KEYED NOTES
MARK DESCRIPTION
1 FINISH GRADE, COORDINATE WITH CIVIL
2 "V" GROOVE EXPANSION JOINT
3 FIBER CEMENT TRIM
4 WINDOW TRIM @ WINDOW. SEE DETAIL A3/A-601,SIM AT DOOR HEADS AND JAMBS
5 FIBER CEMENT SIDING, MITER JOINTS AT OUTSIDECORNER
6 MECHANICAL FLUE (GRAPHICAL REPRESENTATIONONLY), EXTEND BEYOND ROOF PER CODE, FLASH ASREQ'D
7 BATHROOM EXHAUST VENT- COLOR: TBD
8 RANGE EXHAUST VENT- COLOR: TBD
9 MECHANICAL OUTSIDE AIR INTAKE, PROVIDE GRILLAND SCREEN - COLOR: TBD
10 DRYER EXHAUST VENT- COLOR: TBD
11 BOLLARD, SEE DETAIL C5/A-550
12 ADDRESS LETTERING SHALL BE 6" HIGH AND ASTROKE WIDTH NOT LESS THAN 1/2." ADDRESSNUMBERS SHALL BE ARABIC NUMBERS. ADDRESSSHALL BE CONTRASTING COLOR OF BACKGROUND
13 HOSE BIBB. TO BE FROST PROOF AND EQUIPPEDWITH VACUUM BREAKER
14 PRE-FINISHED ALUMINIUM GUTTER
15 PRE-FINISHED ALUMINIUM DOWNSPOUT WITHSPLASH BLOCK
16 SCUPPER WITH DOWNSPOUT - CONNECT PER CIVIL
MA
RK
:D
AT
E:
DE
SC
RIP
TIO
N:
