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Diagrams, Field Sketches, and Plan Change Proposals for Esprit Park, San Francisco, CA

TRANSCRIPT

Page 1: CA Sample Drawings
Page 2: CA Sample Drawings

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

Page 3: CA Sample Drawings

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

Page 4: CA Sample Drawings

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"

Page 5: CA Sample Drawings

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"

Page 6: CA Sample Drawings

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"

Page 7: CA Sample Drawings

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

Page 8: CA Sample Drawings

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

Page 9: CA Sample Drawings

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

Page 10: CA Sample Drawings

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

Page 11: CA Sample Drawings

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