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DESCRIPTION
Diagrams, Field Sketches, and Plan Change Proposals for Esprit Park, San Francisco, CATRANSCRIPT
Community
TH 103
Entry
TH 101 TH 102 2-Hour
Passage
Entry Stair #2
TH 104 TH 105 TH 106 TH 107 TH 108 TH 109 TH 110
Stair #3
Entry
Entry Entry Entry Entry Entry
Elev.#2
Flat 111
Flat 112
Flat 113
Flat 120
Flat 121
Flat 122
Crawl Space Community TH 119 TH 118 TH 117 TH 116 TH 115 TH 114 Community Space
FitnessFitnessConference
StorageStorage
South Exit CourtOpen to Sky
Entry Entry Entry Entry Entry EntryEntry EntryEntry
Entry
Stair #1
Below-GradeExit Court
Open to Sky
Storage
EntryLevel
EntryLevel Entry
LevelEntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
EntryLevel
851 Indiana Street / Type III-1 Hr / 4 Stories / NFPA-13 Fire Sprinklers
900 Minnesota Street / Type V-1 Hr / 4 Stories / NFPA-13 Fire Sprinklers
890
Min
neso
ta S
tree t
/ T y
pe I I
-FR
6 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
868
Min
n eso
t a S
treet
/ Ty
pe II
-FR
6 S
t ori e
s / N
F PA
-13
Fire
Sp r
ink l
ers
Flat 158
Flat 157
Flat 156
Flat 155
Stair #5
Entry
Trash Rm
Entry
Entry
Entry
Entry
Entr y
Entr y
Entry
Entry
Entry
801 Indiana Street / Type II-FR / 5 Stories / NFPA-13 Fire Sprinklers
808
Min
neso
ta S
treet
/ Ty
pe I I
-FR
6 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
921 20th St. RetailFinish under
Separate Permit
921 20th St. RetailFinish under
Separate Permit
921 20th St. RetailFinish under
Separate Permit
915 20th St. RetailFinish under
Separate Permit
800 Minnesota RetailFinish under
Separate Permit
800
Min
neso
ta S
treet
/ Ty
pe I I
-FR
5 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
820 Minnesota830 Minnesota840 Minnesota 810 Minnesota
808 Minnesota Street / Type II-FR / 5 Stories / NFPA-13 Fire Sprinklers
Storage
Stair #6 Trash Rm.Elev.#3
Stair #4
Stair #8Stair #7
Met
ers
EntryEntry Entry
Below-Grade Patios with Emergency Egress
Garage Exhaust10'-0" min.
Above Grade
Flat 159
Flat 161Flat 160
Flat 162
TH 254Lower LevelEntry Above
TH 253Lower LevelEntry Above
TH 252Lower LevelEntry Above
TH 251Lower LevelEntry Above
Elev.#1
Stair #9
North Exit CourtOpen to SkyCentral Exit Court
Open to Sky
Ram
p D
own
to G
arag
e
Indiana Street
Minnesota Street
20th
Stre
et
Sidewalk @ Grade
Sidewalk @ Grade
Trash
LandscapeYard
Open to Sky
Fire Separation LegendOne-Hour Fire Rated WallsWP8130 Exterior/*WP5105 Demising
Two-Hour Fire Rated WallsWP8202 Exterior/WP5105 Demising
Masonry Fire Rated Walls8" min. 4-Hour Table 7-B.1 (Brick)7-B.6 (CMU) or 7-B.7 (Concrete)
Four-Hour Fire Rated WallsWP2995 Exterior/WP7690 Shafts
One-Hour CorridorsWP1023 Interior/WP8130 ExteriorFC5000 Wd.Clgs/UL#759 Stl.Clgs
Two-Hour Corridors & ShaftsWP8420 Exterior/WP7097 Shafts
Dec
kStair #2 Stair #3
Open
Mezz
Open
Open Open OpenMezz
Mezz
Open Open OpenOpen
Mezz Mezz Mezz Mezz Mezz
Mezz
OpenOpen
Mezz
Elev.#2
Flat 211
Flat 212
Flat 213
Flat 220
Flat 221
Flat 222
Dec
kD
eck
Dec
kD
eck
De c
k
E xt.
Wal
kway
Ext.
Wal
kway
TH 323
Open
UpperLevel
Open Open
MezzStorage
Open
UpperLevel
Open
UpperLevel
Open
UpperLevel
Open
UpperLevel
Open
UpperLevel
Open
CrawlSpace
Below-GradeExit Court
Open to Sky
TH 103TH 101 TH 102 2-Hour
Passage
TH 104 TH 105 TH 106 TH 107 TH 108 TH 109 TH 110
Community TH 119 TH 118 TH 117 TH 116 TH 115 TH 114 Community Space
Stair #1
Basement
851 Indiana Street / Type III-1 Hr / 4 Stories / NFPA-13 Fire Sprinklers
900 Minnesota Street / Type V-1 Hr / 4 Stories / NFPA-13 Fire Sprinklers
890
Min
neso
ta S
tree t
/ T y
pe I I
-FR
6 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
868
Min
n eso
t a S
treet
/ Ty
pe II
-FR
6 S
t ori e
s / N
F PA
-13
Fire
Sp r
ink l
ers
Entr y
Entry
Entry
Entry
Entr y
Entr y
Flat 258
Flat 257
Flat 256
Flat 255
Stair #5
Entry
Trash Rm
Entry
Entry
Entry
Entry
801 Indiana Street / Type II-FR / 5 Stories / NFPA-13 Fire Sprinklers
808
Min
neso
ta S
treet
/ Ty
pe I I
-FR
6 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
921 20th St. RetailFinish under
Separate Permit
921 20th St. RetailFinish under
Separate Permit
921 20th St. RetailFinish under
Separate Permit
915 20th St. RetailFinish under
Separate Permit
800 Minnesota RetailOpen to Below
800
Min
neso
ta S
treet
/ T y
pe I I
-FR
5 S
torie
s / N
FPA
-13
Fire
Spr
inkl
ers
820 Minnesota830 Minnesota840 Minnesota 810 Minnesota
808 Minnesota Street / Type II-FR / 5 Stories / NFPA-13 Fire Sprinklers
Stair #6 Trash Rm.Elev.#3
Stair #4
Stair #8Stair #7
Entry Entry
Open
Garage Exhaust10'-0" min.
Above Grade
Flat 259
Flat 261Flat 260
TH 363Lower LevelEntry Above
TH 254Entry Level
TH 253Entry Level
TH 252Entry Level
TH 251Entry Level
Elev.#1
Entry
Ram
p U
p
North Exit CourtOpen to SkyCentral Exit Court
Open to Sky
Indiana Street
Minnesota Street
20th
Stre
et
Sidewalk@ Grade
Open Open Open
Entry
Entry
Entry
Entry
TV/Phone
TV/Phone
TH 362Lower LevelEntry Above
Dec
kD
eck
Dec
kD
eck
Deck Deck Deck Deck
DeckDeck
Deck
Deck
Deck
Ext.
Wal
kway
LandscapeYard
Open to Sky
South Exit CourtOpen to Sky
Fire Separation LegendOne-Hour Fire Rated WallsWP8130 Exterior/*WP5105 Demising
Two-Hour Fire Rated WallsWP8202 Exterior/WP5105 Demising
Masonry Fire Rated Walls8" min. 4-Hour Table 7-B.1 (Brick)7-B.6 (CMU) or 7-B.7 (Concrete)
Four-Hour Fire Rated WallsWP2995 Exterior/WP7690 Shafts
One-Hour CorridorsWP1023 Interior/WP8130 ExteriorFC5000 Wd.Clgs/UL#759 Stl.Clgs
Two-Hour Corridors & ShaftsWP8420 Exterior/WP7097 Shafts
Slop
e 1/
8"/ft
7'-8"
11'-2"
16'-9"
33'-1 1/2"
43'-0"
12'-6"
32'-6"
11'-0"
10'-6
"
164'-7"
16'-0
"
9'-0
"
8'-0"
11'-2" 14'-2"
12'-6"1'-0 1/2" 12'-6" 12'-6" 12'-9"
1'-0"
15'-6" 15'-6"
8" 8" 8" 8"
1'-0
1/2
"
1'-0 1/2" 8"
3'-3
"
14'-2"
12'-6"12'-6"12'-9"15'-6"
8"8"
10'-10"4'-0" 8"
3'-7
1/2
" 10'-10"8"
25'-0
"10
'-6"
2 '-6
"6"
7'-4
"25
'-0"
25'-0
"25
'-0"
8'-8
"12
'-6"
2 1'-0
"1'
-0"
3'- 0
"
9'-2
1/ 2
"6'-3
1/2
"
1 1/
2 "
8"
8'-10 1/2"
4'-1 1/2"
3 3/4"
4 3/
4"3
3/4"
8 3/4"
9'-0
"16
'-0"
9'-0
"16
'-0"
9'- 0
"16
'- 0"
15'-8
"12
'-2"
21'-4
"
8" 8'-1" 3'-9" 8"
8"8"
12'-8
"
1'-0 1/2"
8"8"
12'-8
"8"
8"12
'- 8"
8"8"
12'-8
"8 "
196'
- 0 1
/2"
3'-1
1 1/
2"
5'-5 1/2"
16'-0
"1'-0
1/2
"1 6
' -0"
11'- 0
"1 4
' -0"
11'- 0
"1 4
' -0"
11'-0
"1 4
' -0"
1 1'-0
"9 '
- 0"
1'-0
1/2
"1
1/2"
8'-1
1"5'
-4"
4 '- 6
1/2
"
10 1/2" 4'-11 1/2"
10 1/2" 4'-11 1/2"
10 1/2" 4'-11 1/2"
5'-0
"
14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 6"
1'-3 1/2" 8" 1'-3 1/2" 8" 1'-3 1/2" 8" 1'-3 1/2"
3'-1
" 13'-6
"15
'-0"
12'-6
"1'
-0"
9'-2
"9'
-6"
1 3' -6
"
10 1
/2"
101'-6"
3'-10" 26'-4"
5'-6"
1'-2"
7'-1
0"9'
-4"
12'-9
1/2
"
3'-0" 8'-6"
Esprit Park - Level 1 ConXtech Coordination PlanOctober 18, 2007
1 '-0
1/2
"
5'-1
0"
1'-0"
4'-6
1/2
"1'
-0"
42'- 9
1/2
"45
'- 0"
1 3'-0
"
213'-0"
213'-0"25'-0"
T.O. SlabEl. 36.20
T.O. SlabEl. 36.20
8"
8'-11"
75'-0
"14
'-1"
1'-1
1/4
"11
'- 0"
1 4' -0
"11
'- 0"
1 4' -0
"11
'-0"
14'-0
"1'
-1 1
/ 4"
12'-8
"8"
8"
1'-6 1/2"
13'-6" 15'-0" 12'-6"1'-0 1/2"
4'-4
"5'
-5 1
/4"
2'-8"
5'-4
"
10 1/2"37'-0 1/2" 4'-11 1/2"
15'-7
"75
'-0"
8'-7
1/2
"
11'- 0
"1 4
' -0"
11'- 0
"1 4
' -0"
11'- 0
"1 4
' -0"
1 '-1
1/4
"9"
9 '- 0
1/2
"
1'- 1
1/4
'
1 2' -8
"8 "
5'- 5
1/4
" 2'-8"
10 1/2"
9 3/4" 7 3/4"
4 1/
2"4"
7'-10"14'-4" 1'-0 1/2"
11'-7"
14'-4"
3'-6"
SOUTH COURT LEGEND1. Centerlines denote ConXtech Column Lines & Beams.2. Shaded portions denote 1/8" Slope away from 4" Waterbreak - B.O. Waterbreak @ Elevation 34.04'.3. F.O. Perimeter Stud to be 12" from Centerline of Perimeter Beams and 1/2" from Slab Edge U.O.N.4. Perimeter Curb to be 6-1/2" wide U.O.N. and 2" above T.O. Slab.5. White Base Plates are at T.O. Slab Elevation; Dark Base Plates are at T.O. Curb Elevation; Shaded Base Plates per Note 2 Slope.
10'-2
"
10 1/2"
1'-6 1/2"
10 1
/2"
11'-7 1/2" 7'-2 1/2"
10 1/2"
4" Typ.
T.O. Slab El. 34.20'
1'-6 1/2"
1'-1
1/4
"4'
-4"
5'- 4
" T.O. Slab El. 34.20'
6"
9'-10"10'-2"9'-10"10'-2"9'-10"10'-2"9'-10"10'-2"9'-10"10'-2"9'-10"10'-2"9'-10"
5'-1"5'-1"
10'-7 1/2" 5'-11"7'-6"10'-7 1/2"
5'-3
"
3'-7
1/2
"
1'-0
1/2
"
4'-0"
1'-0
1/2
"
1'-0
1/2
"
1'-0 1/2"
3'-8
"
3'-8
"
SOUTH COURT LEGEND1. Centerlines denote ConXtech Column Lines & Beams.2. Shaded portions denote 1/8" Slope away from 4" Waterbreak for Pavers Over Sand; Dbl. Hatched Areas denote 1/8" Slope away from 6" Waterbreak.3. F.O. Perimeter Stud to be 12" from Centerline of Perimeter Beams and 1/2" from Slab Edge U.O.N.4. Perimeter Curb to be 6-1/2" wide U.O.N. and 2" above T.O. Slab.5. White Base Plates are at T.O. Slab Elevation; Dark Base Plates are at T.O. Curb Elevation; Shaded Base Plates per Note 2 Slope. REVISED 7/5/07
1'-0 1/2"
1'-0 1/2"
NORTH COURT LEGEND1. Centerlines denote ConXtech Column Lines & Beams.2. Shaded portions denote 1/8" Slope away from 4" Waterbreak for Pavers Over Sand; Hatched Areas denote 1/8" slope away from 2-1/2" Water- break for 2" Concrete Topping. Dbl. Hatched Areas denote 1/8" Slope away from 6" Waterbreak for 5" Concrete Topping.3. F.O. Perimeter Stud to be 12" from Centerline of Perimeter Beams and 1/2" from Slab Edge U.O.N.4. Perimeter Curb to be 6-1/2" wide U.O.N. and 2" above T.O. Slab.5. White Base Plates are at T.O. Slab Elevation; Dark Base Plates are at T.O. Curb Elevation; Shaded Base Plates per Note 2 Slope. REVISED 9/26/07
Gar
age
Ram
p D
own
5 '-9
"12
'-1 3
/4"
21'-1
0"
8"
2'-0"
5'-5
1/4
" 2'-8"
5'-4
"
2'-8"
5'-5
1/4
"
2'-8"
5'-4
"6"
5'-5
1/4
"
2'-8"
5'-4
"5'
-4"
5'-4
"
T.O. SlabEl. 34.20'
1'-0 1/2"12'-6"15'-6"
8"
3'-2
1/2
"
2'-0
"
2'-0
"
5'- 6
1/2
"
8" 8"8" 8"
8'-1" 8"3'-9"
5'-1
0 1/
2"4
1/2"
T.O. SlabEl. 34.20'
T.O. SlabEl. 34.20'T.O. CurbEl. 34.37'
Grade
5'-9
"3'
-7 1
/2"
5'-9
"
T.O.SlabEl.
34.20'
16'-4
"
T.O. Slab El. 33.20'
T.O. Slab El. 33.20'
G11
SS
GG2
GF2
GE2
Shaded Column Basesto be at El. 33.78' Typ.
2 Column Basesto be at El. 33.66'
Shaded Column Basesto be at El. 33.78' Typ.
4" Typ.
6'-0"
6'-0"
12'-8
"8"
8"12
'-8"
8"8"
6 "6 "
6"6"
6 "6 "
6 "6"
6 "6"
6 "6"
1/2" WB+Slope
1/2" WB+Slope
1/2" WB+Slope
1/2" WB+Slope
1/2" WB+Slope
1/2" WB+Slope
8'-6"1'-0"
8"
8"
2'-10 1/2"
4'-6
1/2
" 2'-10 1/2"
4'-6
1/2
" 2'-10 1/2"
4'-6
1/2
" 2'-10 1/2"
5'-0
"5'
-0"
30"x48"Opng
7'-0
"3'-0
"1'
-0"
6'-4"
28"x56"Opng
7'-3"
9'-2
"1'
-0"
1'- 0
"
28"x56"Opng6'-4"1'-9"4'-0"5'-0"
T.O. SlabEl. 36.20
@ Trash Rmsw/ 6" Curbs
1'-0 1/2"6" Curbs@ Trash
24" High CurbShown Shaded
1'-0
"1'
-0"
1'-0
"1'
-0"
1 '- 0
"1'
-0"
1 '- 0
"
7'-1 3/4"
2'-0"
6"6" 6"6" 6"6"
33'-2"
1'-0
"
43'-0"
11'-2"
32'-0"
7'-0"
12'-8"
11'-0"
10'-6
"
5 1/
2"
164'-6"
16'-0
"
8'-4
"
8'-0"
11'-4" 14'-2"
12'-6"1'-0" 12'-6" 12'-6" 12'-9"
5 1/2" 5 1/2" 8"1'-0"
15'-6" 15'-6"
6" 8" 8" 8"2'-2
"1'-0
"
2'-2"1'-0" 6"
3'-3
"
3'-1
1/2
"
1'-1
1 1/
2 "3'
-0"
14'-2"
12'-6"12'-6"12'-6"12'-9"
5 1/2"5 1/2"
15'-6"15'-6"
8"8" 2'-2
"1'-0
"
3'-0
"12'-2"
10'-10"3'-4" 8" 8"3'
-7"
2'-0
"
6" 6"
10'-10"8"
12'-2"3'
-7"
2'-0
"
25'-0
"10
'-6"
2'-6
"6"
7'-0
"25
'-0"
25'-0
"25
'- 0"
6"
9'-0
"12
'- 6"
21'- 0
"1'
-0"
1'-0
"
9'-2
1/2
"6'-3
1/2
"
1 1/
2"4"
8"8
1/2"
3"4"
11'-10"8'-10 1/2"
4'-1 1/2" 4'-11"
2'-6"7 1/2"
3"
4"3"8"
8'-4
"16
'-8"
8'-4
"16
'-8"
8'-4
"16
'-8"
15'-1
0"2'
-1"
29'-0
"21
'-0"
2'-6"
4'-1 1/2"11'-10" 6"
3'-4"8"
3"8
1/2"
3" 4"
8"6"
8"12
'-8"
4'-6"1'-6"
8"8"
12'-8
"
4'-6"1'-6"
8"8"
12'-8
"
4'-6"1'-6"
8"8"
12'-8
"8"
196'
-0"
4'-0
"
5'-6"
1'-0"
16'-0
"1'
-0"
9'-1
1 1 /
2"5
1/2 "
6 "10
1/2
"
16'-0
"11
'-0"
14'-0
"11
'-0"
14'-0
"11
'-0"
14' -0
"11
'- 0"
9 '-0
"
3'-8
"
8'-9
1/ 2
"
8'-1
1"5'
-4"
4 '-6
1/2
"
10 1/2" 4'-11 1/2"
10 1/2" 4'-11 1/2"
2'-10 1/2"
5'-0
"
14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 1'-0"
6" 8" 8" 12'-8"8" 8" 12'-8"8" 8" 12'-8"8"1'-6
"3'-0
1/2
"
13'- 6
"15
'- 0"
12'- 6
"1'
-0"
9'-2
"9'
-6"
13'- 6
"
7"
10 1
/2"
7'-0" 7"7'-0" 7"7'-0" 7"
5'-2
"
5'-2
"
5'-2
"
5'-2
"
7'-3
"5'
- 3"
102'-0"
3'-6" 28'-4"
5'-6"
1'-2"
8'-10 1/4"
8'-1
0 1/
2"9'
-4"
4'- 7
1/2
"1 2
'- 9 1
/2"
10 1/2"
2'-8 1/4" 9'-1 1/2"
1'-0"
Esprit Park - Level 2 ConXtech Coordination PlanNovember 30, 2007
1'-0
"
6 1/
2"3"
5'-1
0 "
10 1
/ 2"
9 1/2"4"
9'-8"
1'-0"
4'-6
1/2
"1'
-0"
8 1/
2"
8 1/2"
1'-1
1 1/
2"
2'-10 1/2"
4'-11 1/2"
3'-6"
LEGEND1. Centerlines denote Column Lines, either above or below.2. Shaded Walkways & Decks to have Edges at El. 44.20.3. Waterbreaks at Walkways & Decks to Unit to be at El. 44.37.4. Unit Decks to have F.O. Plate 6" from centerline of Beam.5. Bldg. Walkways to have F.O. Plate 10-1/2" from Centerline of Beam.6. Bay Windows to have F.O. Stud 5-1/2" from Centerline of Side Beams.7. F.O. Perimeter Stud to be 12" from Centerline of Perimeter Beams U.O.N.
1/2" Typ.
5'-0
"
6" 6"6"6"
6"6"
6"6"
6"6"
6"6"
T.O. SlabEl. 44.20'
T.O. SlabEl. 44.20'
T.O. SlabEl. 44.20'
Open toBelow
Open toBelow
6"8"
7"
9'-8"9'-8"
2'-10 1/2"
2'-10 1/2"
5'-4
"4'
-6 1
/2" 2'-10 1/2"
5'-4
"4'
-6 1
/2" 2'-10 1/2"
5'-4
"4'
-6 1
/2" 2'-10 1/2"
9"
8" 8'-9 1/2"
1'-0
1/2
"
6'-6
"
1'- 3
1/2
"
1'-0"
1'-0
1/2
"
6'-6
"1'
-3 1
/2"
12'-6"
7'-4
"
6" 6" 6" 6" 6" 6"
11'-0
"
7'-9"
12'-8
"
33'-2"
43'-0"
11'-2"
32'-0"
11'-0"
10'-6
"
5 1/
2"
164'-6"
16'-0
"
8'-0"
11'-4" 14'-2"
12'-6"1'-0" 12'-6" 12'-6" 12'-9"
5 1/2" 5 1/2" 8"1'-0"
15'-6" 15'-6"
6" 8" 8" 8"2'-2
"1'-0
"
2'-2"1'-0" 6"
3'-3
"
3'-1
1/2
"
1'-1
1 1/
2"3'
-0"
14'-2"
12'-6"12'-6"12'-6"12'-9"
5 1/2"5 1/2"
15'-6"15'-6"
8"8" 2'-2
"1'-0
"
3'-0
"
12'-2"
10'-10"3'-4" 8" 8"
3'-7
"2'
-0"
6" 6"
10'-10"8"
12'-2"
3'-7
"2'
-0"
11'-0
"1 0
'-6"
6"
7'-4
"8'
-8"
12'- 6
"1 3
' -8"
10 1
/ 2"
9'-2
1/ 2
"6'-3
1/2
"
1 1/
2"4"
8"8
1/2"
3"4"
4'-1 1/2" 4'-11"
3"
4"3"8"
2'-1
"21
'-0"
4'-1 1/2"11'-10" 6"
3'-4"8" 1'-0
1/2
"
3"8
1/2"
3" 4"
8"6"
8"12
'-8"
4'-6"1'-6"
8"8"
12'-8
"
4'-6"1'-6"
8"8"
12'-8
"
4'-6"1'-6"
8"8"
12'-8
"6"
196 '
-0"
4'-0
"
5'-6"
1'-0"
16'-0
"1'
-0"
9'-1
1 1/
2"5
1 /2 "
6"10
1/2
"
16'-0
"11
'-0"
14'-0
"1 1
'-0"
14' -0
"11
' -0"
14'- 0
"11
'-0"
9'-0
"
3 '-8
"
8'-9
1/2
"
8'-1
1 "5 '
-4"
4'- 6
1/2
"
10 1/2" 4'-11 1/2"
2'-10 1/2"
10 1/2" 4'-11 1/2"
10 1/2" 4'-11 1/2"
5'-0
"
14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 1'-0"
13'-6
"15
'-0"
12'-6
"1 '
-0"
9'-2
"9'
-6"
13'-6
"
10 1
/2"
3'-11"
2'-8
1/2
"
3'-1
1/2
"
102'-0"
3'-6" 2'-4"
5'-6"
1'-2"
8'-10 1/4"
8'-1
0 1/
2"9'
-4"
4'-7
1/ 2
"12
'- 9 1
/2"
10 1/2"
2'-8 1/4" 9'-1 1/2"
1'-0"
Esprit Park - Level 3 ConXtech Coordination PlanNovember 30, 2007
1'-0
"
5'-1
0"
4'-9 1/2"
1'-0"
10 1
/2"
1'-1
1 1/
2"
2'-8 1/2"
2'-8 1/2"
2'-8 1/2"
4'-11 1/2"
3'-6"
LEGEND1. Centerlines denote Column Lines, either above or below.2. Shaded Walkways & Decks to have Edges at El. 54.20.3. Waterbreaks at Walkways & Decks to Unit to be at El. 54.37.4. Unit Decks to have F.O. Plate 6" from centerline of Beam.5. Bldg. Walkways to have F.O. Plate 10-1/2" from Centerline of Beam.6. Bay Windows to have F.O. Stud 5-1/2" from Centerline of Side Beams.7. F.O. Perimeter Stud to be 12" from Centerline of Perimeter Beams U.O.N.
1/2" Typ.
5'-0
"
6" 6"6"6"
6"6"
6"6"
6"6"
6"6"
6"8"
6"8 "
4'-6"1'-6"
12'-8
"6"
8"6"
8"4'-6"1'-6"
12'-8
"6"
8"6"
8"
4'-6"1'-6"
12'-8
"6"
8"6"
8"
4'-6"1'-6"
4'-4"5'-9"
4"
4'-6
1/2
"5'
-4"
4'-6
1/2
"
2'-8 1/2"
2'-10 1/2"
1'-0
1/2
"5'
-9"
6 "4"
1'-8
"
14'- 0
"11
'-0"
1 4' -0
"11
' -0"
14'- 0
"11
'-0"
14' -0
"
2'-2" 1'-0"
6"
6"11'-4" 6"8"3'
-3"
5 1/
2"5
1/2"
9 '-1
1 1 /
2 "
2'- 0
"2'
-0"
2'- 5
1/2
"2 '
-5 1
/2"
2'-8
1/2
"
2'-8
1/2
"
3'-11" 4'-9 1/2" 3'-11" 4'-9 1/2"
4'-6
"1'
-6" 6" 12'-8"8" 6"8" 12'-8"8" 8" 12'-8"8" 8" 12'-8"8" 8"
12'-6"
T.O. RJSSlab w/
Base PlatesEl. 54.20'
T.O. SlabEl. 54.20'
T.O. SlabEl. 54.20'
T.O. SlabEl. 54.20'
1'-0
1/2
"
1'-0 1/2"
2'-2" 1'-0"
1'-8
"
6"
5 1/
2"3"
9 1/2"4"
7'-2
"
9'-8"
10 1/2"
1'-0
"
7'-2
"
9'-8"
8"5'-4"
1'-0" 2'-6"
8" 8'-9 1/2"
5'-4
"4'
-6 1
/2"
2'-10 1/2"
5'-4
"4'
-6 1
/2"
2'-10 1/2"
5'-4
"4'
-6 1
/2"
2'-10 1/2"5'
-4"
4'-6
1/2
" 2'-10 1/2"
5'-4
"4'
-6 1
/2" 2'-10 1/2"3'-4 1/2"
1'-0
1/2
"
6'-6
"
1'-3
1/2
"
5'-4
"
1'-2
"6'
-6"
343331.830.7
G8.6 G9.2 G10 G10.5 G11
7'-9"
13'-6" 12'-6"
T.O. Struct. Slab
10'-0
"
T.O. Struct. Slab
10'-0
"
T.O. Struct. Slab
9'-8
"
T.O. Struct. Slab
T.O. Struct. Slab
1-1/2" Gypcrete 2000 Toppingwith Hydronic Heating Tubes
1-1/2" Gypcrete 2000 Toppingwith Hydronic Heating Tubes
2" L.t Wt. Concrete Toppingwith Hydronic Heating Tubes
5/8" Gyp. Bd. Ceiling over 1-5/8"Metal Framing with R-30 Insulation
5/8" Gyp. Bd. Ceiling over 1-5/8"Metal Framing with 6" Batt Insul.
5/8" Gyp. Bd. Ceiling over 1-5/8"Metal Framing with 6" Batt Insul.
7'-6
" Wdw
.7
1/2"
7'-6
" Wd w
.7
1/2"
7'-6
" Wdw
.7
1 /2"
8 '-5
" Cl g
. Fra
mi n
g7
1/2"
7 1 /
2"
7'-3
1/2
" Pw
dr. F
urrin
g
LIVING
LIVING
LIVING
8'-5
" Clg
. Fra
min
g8 '
-5" C
lg. F
ram
i ng
10"
10"
DININGMW
DININGMW
T.O. Struct. Slab
T.O. Struct. Slab
3'-7
"4'
-10"
3'-7
"4'
-10"
1'-7
"3'
-7"
4'-1
0"1 '
-7"
T.O. Struct. Slab
T.O. Struct. Slab
T.O. Struct. Steel
Excel-CoatWaterproofingover SlopedStruct. Slab
Excel-Coat Waterproofingover Sloped Struct. Deck
Asphaltic Pavers overSand and HLM 5000
WP Membrane
DININGMW
15'-0"1'-0"
1'-3
"4'
-4"
1'-4"
4'-4
"
T.O. Struct. Slab
18'-0
"2'
-4"
16'- 1
0 1/
2"
3 '-6
1/2
"
1'- 1
1/2
"
7'- 8
1/2
"6'
- 8"
6"
8'-4"1'-0" 24'-2" 7'-9" 7'-3"
5'-2 1/2"1'-3 1/2"9"4'-0"15'-0"5'-2"1'-0 1/2" 5 1/2" 7'-10 1/2"
RETAIL
EPDM Membrane Roofing over2" Cellular Concrete over 3/4"-10"Sloped Foam Plastic Insulation Bd.& Cellular Concrete 1/8" above Deck
Excel-CoatWaterproofingover SlopedStruct. Slab
Excel-CoatWaterproofingover SlopedStruct. Slab
Excel-Coat Waterproofingover Sloped Struct. Deck
Excel-Coat Waterproofingover Sloped Struct. Deck
4'-7
1/2
"2'
-6" W
dw
7'- 3
1/ 2
" Pw
d r. F
u rrin
g
4 '-7
1/2
"2'
- 6" W
d w
7 '-4
" Pw
dr. F
urri n
g
4'-8
"2'
-6" W
dw
1'-4"
2'-0
"
1'-0
"
R-19 BattInsulation @
Exterior WallsTypical
Restaurant North Elevation
Cafe North ElevationCafe East ElevationCafe South Elevation
2 '-0
"6'
- 0"
5'- 8
"4"
6'-0" 4'-0" 8" 10'-4" 8"
2 Eq. Panels
4'-0" 5'-4" 4'-0" 8" 10'-8"
2 Eq. Panels
8"8" 4'-0" 8" 3'-8" 4'-0" 8" 10'-4" 8" 3'-10" 3'-10" 5'-0" 8"8" 3'-0" 4'-0"
3'-1
0"4'
-2"
4"5'
-8"
2 E
q. P
anel
s3
Eq.
Pan
els
4'-2"4'-0" 5'-0"8"3'-4"3'-8"2"
5'-8
"4"
6'-0
"2'
-0"
3 E
q. P
ane l
s3
Eq.
Pan
e ls
11'-10"
4'-2
"
5'-8
"4"
6'- 0
"2'
-0"
5'-8
"4"
3 '-1
0"
2 E
q . P
anel
s3
Eq.
Pan
e ls
3 E
q. P
anel
s3
Eq.
Pan
els
1'-4" 12'-0" 4"
3 Eq. Panels3 Eq. Panels
4" 2"
6'-0
"5'
-8"
4"2'
-0"
4'-0" 15'-8" 1'-4"
3 E
q. P
anel
s3
Eq.
Pa n
els
3 Eq. Panels
Please confirm whetherRaised Sill is 4" or 2" tall
375b
1B75b
1A75b
375b
1B75b
1A75b
3 E
q. P
anel
s3
Eq.
Pa n
els
275b
275b
275b
SKA-75a
Date: June 12, 2008Esprit ParkSan Francisco, Ca
Build, Inc.Palisades Builders
1 0 5 A P l a z a S t r e e t H e a l d s b u r g, C A 9 5 4 4 8
JON WORDENA R C H I T E C T S
T: 707 . 431 . 1894F: 707 . 431 . 1690
Concrete with MetalLath & 3-coat Stucco
3-1/2" Metal Stud withMetal Lath & 3-coat Stucco
Knee Brace as Required
6" Metal Stud with 5/8"Densglass, Bldg. Paper, Metal Lath & 3-coat Stucco
5/8" Type X Gyp. Bd. &R-19 Batt InsulationReqd. for Occupancy
Storefront with InsulatedGlazing, GSM Head Flshg.& Separate Drip Screed
Return Stucco toJ-Mold & Seal @Storefront Head
Drip Screed@ Base ofStucco Wall
2 Layes 5/8"Densglass @Air Shaft Int.
Shim & Seal @ Baseof Storefront, Typical
Restaurant SectionsA B
Cafe Section1 2
1A 1B
Restaurant Plan31'-0" 1 1/2"
SKA-75b
Date: June 12, 2008Esprit ParkSan Francisco, Ca
Build, Inc.Palisades Builders
1 0 5 A P l a z a S t r e e t H e a l d s b u r g, C A 9 5 4 4 8
JON WORDENA R C H I T E C T S
T: 707 . 431 . 1894F: 707 . 431 . 1690
Live/Work #51600 s.f.
Live/Work #41698 s.f.
Live/Work #31724 s.f.
Live/Work #21724 s.f.
Live/Work #12131 s.f.
Lower Level998 s.f.
Lower Level1054 s.f.
Lower Level1080 s.f.
Lower Level1072 s.f.
Lower Level1291 s.f.
Upper Level602 s.f.
Upper Level644 s.f.
Upper Level644 s.f.
Upper Level652 s.f.
Open toBelow
Open toBelow
Open toBelow
Open toBelow
Open toBelow
Upper Level840 s.f.
Office/Guest
Office/Guest
Office/Guest
Office/Guest
Office/Guest
BedrmBedrmBedrmBedrmBedrmDen
Kit
North Court North - Level 1
North Court North - Level 2
Live/Work #61280 s.f.
Live/Work #51374 s.f.
Live/Work #41374 s.f.
Live/Work #31442 s.f.
Live/Work #11656 s.f.
Open toBelow
Office/Guest
Office/Guest
Office/Guest
Office/Guest
Office/Guest
BedrmBedrmBedrmBedrmBedrm
North Court North - Level 1
North Court North - Level 2
Live/Work #21482 s.f.
Office/Guest
Bedrm
Open toBelow
Open toBelow
Open toBelow
Open toBelow
Open toBelow