JLA PROJECT NUMBER: Cottage Grove Road & Gemini Drive Madison, Wisconsin 53718 12(0514(01 GRANDVIEW COMMONS RETAIL BUILDING 'C3' SEPTEMBER 14, 2012 design development progress set These documents reflect progress and intent and may be subject to change, including additional detail. These are not final construction documents and should not be used for final bidding or construction(related purposes. PROGRESS DOCUMENTS PROGRESS DOCUMENTS PROGRESS DOCUMENTS PROGRESS DOCUMENTS
Transcript
JLA PRO JECT N UM BER :
Cottage Grove Road & Gemin i Dr ive
Madison, Wiscons in 53718
1 2 (0 5 14 (0 1
G R A N D V I E W C O M M O N S
RETAIL BUILDING 'C3 '
SEPT EM BER 1 4 , 2 01 2
des ign deve lopment progress set
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
PRO PO SED 1 (STO RY RETA IL
3 ,76 0 G R O SS SQ U A R E FEET
3 ,33 8 LEA SA BLE SQ U A R E FEET
EL .= 10 2 4 .5 (1 0 0 '(0 " A RC H .)
4'
( 0
"
R A M P U P 2 0 " @ 5 .5 % SLO PE
2 ST EPS U P 1 3 "
6 ' ( 0 "
7'
( 2
"
7'
( 0
"1
' (
0"
4'
( 0
"
1'
( 0
"
5'
( 1
0"
5 ' ( 3 "
3'
( 0
"
1'
( 0
"
5'
( 6
"
ED G E O F PA T IO
PR O PER T Y L IN E T O
6 ' ( 0 " 1 4 ' ( 0 "
10
' (
0"
10
' (
4"
1 7 ' ( 8 "
1 ST EP U P 7 "
G E M I N I D R I V E
C O
T T
A G
E
G
R O
V E
R O
A D
B IKE R A C K
(3 ) B IKES
T Y P IC A L
L IG H T
BO LLA R D S
T YP IC A L
S IT E L IG H T IN G (T Y P IC A L)
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
G R O U N D FLO O R PLA N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 1 0 1 3/16" = 1'�0"
16GROUND FLOOR PLAN
R evis ion Sched u le
M ark D escrip tion D ate
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"12 3 3
3
3 1
4
5 4 4 4 161 6 67 7
8
9
3
1 0
1 1 1 1 1 1
4 44
GROUND FLOOR100' � 0"
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
TOP OF MASONRY117' � 0"
16
A�301
HIGH TRUSSBEARING
117' � 1 1/8"
HIGH TRUSSBEARING
117' � 1 1/8"
1
6
4
3
5 1 6 3
1 0
8
3
1 1
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
EX TER IO R ELEV A T IO N S
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 2 0 0
R evis ion Sched u le
M ark D escrip tion D ate
3/16" = 1'�0"6
WEST ELEVATION (GEMINI DRIVE)
3/16" = 1'�0"16
SOUTH ELEVATION(COTTAGE GROVE ROAD)
EXT ER IO R M A TER IA LS SC H ED U LE
M A RK D ESC R IPT IO N M A N U FA C TU RER T Y PE / ST Y LE D IM EN S IO N S C O LO R N O T E
1 M A SO N RY # 1 T BD T BD
2 M A SO N RY # 2 T BD T BD
3 M A SO N RY # 3 T BD T BD
4 M ETA L PA N EL T BD T BD
5 PR EFIN ISH ED M ET A L C O P IN G T BD T BD
6 M ETA L S IG N A G E T BD T BD
7 M ET A L EN T R Y C A N O PY T BD T BD
8 C O PED STEEL PERG O LA C O LU M N T BD T BD
9 W O O D PER G O LA BEA M T BD T BD
1 0 W O O D PER G O LA R IB T BD T BD
1 1 A LU M IN U M EN TR A N C E D O O R (S ) T BD T BD
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
LA N D IN G
5 ' ( 6 "
R A M P ( 2 0 " R ISE A T 5 .5 % M A X IM U M SLO PE
3 0 ' ( 0 "
1 0 ' ( 0 "
W A LL & PLA N T ER BEY O N D
1 8 ' ( 0 "
ST EPS
1 0 ' ( 0 "
7 ' ( 6 "
PLA N T ER
1 7 ' ( 6 "
PLA N T ER
4 ' ( 0 "
ST EPS
4 ' ( 0 "
W A LL
1 ' ( 0 "
R A M P
4 ' ( 0 "
W A LL
1 ' ( 0 "
PLA N T ER
8 ' ( 0 "
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
16
A�300
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
EX TER IO R ELEV A T IO N S
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 2 0 1
R evis ion Sched u le
M ark D escrip tion D ate
3/16" = 1'�0"1
EAST ELEVATION(WITH SITE WALLS & PLANTERS)
3/16" = 1'�0"16
NORTH ELEVATION(WITH SITE WALLS & PLANTERS)
3/16" = 1'�0"18
NORTH ELEVATION(BUILDING ONLY)
3/16" = 1'�0"6
EAST ELEVATION(BUILDING ONLY)
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
PR O V ID E 2 " R IG ID IN SU LA T IO N
A T PER IM ET ER (TY P IC A L )
FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1
PO U RED A S PA R T O F T EN A N T
BU ILD (O U T (T YP IC A L )
T Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PYT Y P IC A L EN T R A N C E C A N O PY
PR EFIN ISH ED A LU M IN U M ( S IM ILA R T O
'A IRFLO W A IRFO IL SER IES ' FR O M B& C
A W N IN G S, IN C .
TO
S
TR
UC
TU
RE
13
' (
1 1
/8
"
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
BET W EEN ST O R EFR O N T W IN D O W S
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
PR EC A ST C O N C RET E S ILL (T YP IC A L )
T Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N TT Y P IC A L A LU M IN U M ST O R EFR O N T
'K A W N EER (TR IFA B VG 45 1 T ' O R EQ U A L
W ITH C LEA R LO W (E IN SU LA TED G LA SS
ST EEL A N G LE A T BR IC K
W IN D O W H EA D (T Y P IC A L )
TOP CHORDS P ITCHED 1/4 " PER FOOTTO AL LOW DRA INAGE TO RO OF DRA IN
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
T Y P IC A L C O P IN GT Y P IC A L C O P IN GT Y P IC A L C O P IN GT Y P IC A L C O P IN G
PR EFIN ISH ED A LU M IN U M /STEEL
'SN A P(O N ' C O P IN G SY ST EM
T Y P IC A L FO O T IN GT Y P IC A L FO O T IN GT Y P IC A L FO O T IN GT Y P IC A L FO O T IN G
2 '(0 " x 1 '(0 " C O N T IN U O S C A ST (
IN (PLA C E C O N C RET E FO O T IN G
W IT H (2 ) # 4 BA R S C O N T IN U O U S
T Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LLT Y P IC A L FO U N D A T IO N W A LL
1 1 " C A ST ( IN (PLA C E C O N C R ETE W IT H
V ER T IC A L # 4 BA R @ 48 " O .C . A N D (2 ) # 4
BA RS C O N T IN U O U S A T TO P & BO T TO M
TOP OF MASONRY117' � 0"
TO
CA
NO
PY
8' �
0"
11
' � 8
"
VE
RIF
Y R
.O.
2' �
8"
1' �
4"
VE
RIF
Y R
OU
GH
OP
EN
I NG
6' �
0"
1' �
8"
TYPICAL
4' � 0"
4' � 0"
15
CO
UR
SE
S
5' �
4"
30
CO
UR
SE
S
10
' � 0
"
5 C
OU
RS
ES
1' �
8"
5 C
OU
RS
ES
1' �
8"
0' �
8"
9 C
OU
RS
ES
3' �
0"
A C C EN T BR IC K BA N D IN G
(2 C O U R SES )
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
T Y P IC A L BU ILD IN G
SEC T IO N
1 2 (0 5 1 4 (0 1
G R A N D V IEW C O M M O N S
R ET A IL BU ILD IN G 'C 3 '
V ER ID IA N H O M ES
SEPT EM BER 1 4 , 2 0 1 2
A( 3 0 0 1/2" = 1'�0"
16TYPICAL BUILDING SECTION
R evis ion Sched u le
M ark D escrip tion D ate
GROUND FLOOR100' � 0"
LOW TRUSSBEARING
113' � 1 1/8"
TOP OF FOOTING96' � 0"
BOTTOM OFFOOTING
95' � 0"
TOP OF MASONRY117' � 0"
HIGH TRUSSBEARING
117' � 1 1/8"
HIG
H T
RU
SS
BE
AR
ING
17
' � 1
1/8
"
TY
PIC
AL
11
' � 8
"
VE
RIF
Y R
.O.
2' �
8"
1' �
4"
VE
RIF
Y R
OU
GH
OP
EN
ING
6' �
0"
1' �
8"
GIR
DE
R T
RU
SS
4' �
0"
LO
W T
RU
SS
& G
IRD
ER
TR
US
S B
EA
RIN
G
13
' � 1
1/8
"
4 8 " G IR D ER T R U SS
FU LLY IN SU LA T E
EN VELO PE
4 8 " G IR D ER T R U SS
FU LLY IN SU LA T E
EN VELO PE
GIR
DE
R T
RU
SS
4' �
0"
LO
W T
RU
SS
& G
IRD
ER
TR
US
S B
EA
RIN
G
13
' � 1
1/8
"
VE
RIF
Y R
OU
GH
OP
EN
ING
7' �
2"
OVERHANG (TYP)
4' � 0"
MIN
.
2' �
0"
T EN A N T SPA C E #1 R EFU SE R O O M T EN A N T SPA C E #2
1 (H O U R R A T ED W A LL
U P TO U N D ERS ID E O F
R O O F D EC K
1 (H O U R R A T ED W A LL
U P TO U N D ERS ID E O F
R O O F D EC K
TO
UN
DE
RS
IDE
OF
PE
RG
OL
A
8' �
0"
BR
ICK
PIE
R
3' �
0"
ST
EE
L C
OL
UM
N H
EIG
HT
10
' � 8
"
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
S IM ILA R ( O N T RU SSES IN ST EA D
O F ST U D W A LLS
EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1EXT ER IO R W A LL A SSEM BLY (1
SEE 1 6 /A 3 0 0 FO R A D D IT IO N A L IN FO R M A T IO N
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
T Y P IC A L FA SC IAT Y P IC A L FA SC IAT Y P IC A L FA SC IAT Y P IC A L FA SC IA
PR EF IN ISH ED A LU M IN U M FA SC IA SY ST EM
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2EXT ER IO R W A LL A SSEM BLY (2
T Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N GT Y P IC A L O V ER H A N G
O U T R IG G ER S PR EFA BR IC A T ED A S PA R T O F RO O F T R U SSES
R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1R O O F A SSEM BLY (1
TOP CHORDS P ITCHED 1/4" PER FOOT
TO AL LOW DRA INA GE TO R OOF DRA IN
2 x6 PERG O LA C R O SS(M EM BER S
W IT H PR O F ILED EN D S
2 x12 PERG O LA BEA M S
W IT H PR O FILED EN D
W 8 ST EEL C O LU M N
BR IC K P IER W IT H PR EC A ST
C O N C RET E C A P
PR O V ID E 2 " R IG ID IN SU LA T IO N
A T PER IM ET ER (TY P IC A L )
FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1FLO O R A SSEM BLY (1
PO U RED A S PA R T O F T EN A N T
BU ILD (O U T (T YP IC A L )
TYPICAL
4' � 0"
JLA PR O JEC T N U M BER :
SH EET T IT LE
SH EET N U M BER
D A T E O F ISSU A N C E
T hese d ocu m en ts re flect p rog ress and in ten t and m ay
b e sub ject to chang e, in c lu d in g ad d itiona l de ta il. T h ese
a re no t fin a l cons tru c tion do cum en ts and sho u ld no t be
u sed fo r fin a l b idd ing o r con stru c tio n(re la ted p u rp oses.
PR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T SPR O G R ESS D O C U M EN T S
CONSTRUCT COMMERCIAL DRIVEENTRANCE PER CITY OF MADISONSTANDARDS
18" CURB & GUTTER
18" CURB & GUTTER
20’
R
4’
R 4’
R
6’
3’
PUBLIC SIDEWALKEASEMENT
PUBLIC UTILITYEASEMENT
DOC NO 3709564
BIKE/PED PATH
SID
EW
AL
K
FUTURE
BUILDING
5925 S
HA
RPS
BU
RG D
RIV
E
PROPOSED IMPROVEMENTS ON GEMINI DRIVETO BE CONSTRUCTED AS PART OF THE PLATDEVELOPMENT AND SHALL BE IN CONFORMANCEWITH PLANS ISSUED BY THE CITY ENGINEER ANDARE NOT APPROVED AS PART OF THIS PLAN
