Professional Work by Lindsay Carlisle

LINDSAY CARLISLE WORKS COMPLETE 2012 PRESENT

THE ALLEY

Los Altos, CA

Downtown Los Altos is undergoing redevelopment to cater to its young, tech-savvy set, and innovative family fun is on the menu. In keeping with their quaint community restaurant, Bumble, The Alley Burger House owners Mary and Brian Heffernan will focus on locally sourced produce and the highest quality ingredients, putting an upscale twist on the traditional burger joint.

13-029

118" 12 3/4" STANDOFF CENTER

38" STAND-OFF CENTER

36 5/16" STAND-OFF CENTER

ph 425-776-4930 fx. 425-744-1258

Food innovations at The Alley House will be mirrored in the building’s design, which converts an existing 12,000-square-foot building into a modern, rustic dining room. The first two floors will contain an Entre-Prises climbing wall, a two-lane bowling alley, and a milkshake bar. The basement’s full, mixology-inspired bar and karaoke stage will give its adult visitors a tempting alternative. Turner Exhibits out of Lynwood, Washington, will provide “kinetic architecture” in the form of a two-story-high mechanized operable window.

21 5/16" STAND-OFF CENTER

5631 208TH SW. Lynnwood, Washington. 98036

CHAIN PATH IDLER SPROCKET FIELD WELDED STAND-OFF

DRIVE SPROCKET 6 X 6 STEEL FRAME BY OTHERS

IDLER SPROCKET

INTERIOR FACE OF GWB

SPROCKET BRACKET BOLTED TO 6 X 6 STEEL FRAME

FIELD WELDED STAND-OFF

PROJECT

C2K / THE ALLEY

1 1/2"

1 1/2" 8 1/2"

160 STATE STREET LOS ALTOS, CA 94022

10"

3 EXTERIOR FACE OF CMU

SECTION A-A SCALE 1 : 8

CMU OPENING

CENTER OF CMU OPENING

PIVOT CENTER

3/8 X 4 1/2 STL. BAR STAND-OFF. TRIM & FIELD WELD TO EXISTING 6 X 6 STEEL FRAME (BOTH ENDS OF WINDOW SYSTEM)

5 X 5 X 3/8 STEEL ANGLE INTERIOR FRAME, BOLTED TO EXTERIOR FRAME NUTPLATE, SEE ALSO 1 / 0.08

TS 4 X 1 1/2 X .120

10" 7 5/8" CMU

COURTYARD

10" 7/8" EXT. FACE OF STUCCO

FACE OF GWB 1 1/2"

TS 4 X 1 1/2 X .120

STEEL FRAME B.O. CMU OPENING BY OTHERS

TS 4 X 2 X 1/4 TRIM & FIELD WELD TO 6 X 6 STEEL FRAME

TS 5 X 3 X T.O. .120

7/8"

1 1/2"

4 1/2"

7 5/8" CMU

1 1/2"

5" 3"

3 1/4" 1/4"

3/4 X 3/4 X 1/8 STRUCTURALSTL. HEADER ANGLE BY OTHERS GLAZING STOP,

5 1/2"

6 X 6 STEEL FRAME BY OTHERS

49 1/2"

4 1/4"

PIVOT CENTER DATUM POINT FOR LAYOUT

44 1/2"

3/8 X 5 CONTINUOUS STEEL NUTPLATE WELDED TO EXT. FRAME

1/8"

PIVOT DIRECTION

4 1/2"

1/2"

2 1/4 X 2 STL. BAR SEAL STRIP, WELDED

GARAGE DOOR

1/2 X 1/2 X 1/8 STEEL ANGLE SEAL STOP WITH BULB SEAL, BLACK

48 1/2"

238"

NANA WALL

2 3/4"

DETAIL 1 SCALE 1 : 2

TS 7 X 5 X 3/16

3 3/8"

Wednesday, October 02, 2013

7/8"

5" (4) 1 1/2 X 4 1/2 X 3/8 STEEL TAB, FIELD WELDED FROM STEEL FLASHING AT FINS TO STRUCTURAL EXTERIOR FRAME HEADER HORIZONTAL JOINTS

NOT FOR CONSTRUCTION

DETAIL 3 SCALE 1 : 2

0.04

5 X 5 X 3/8 STEEL ANGLE EXTERIOR HEADER

44 1/2"

PIVOT CENTER

1/4 X 1/4 CONTINUOUS DRIP EDGE, WELDED

SHO DESIGNER

1/8" THRUST WASHER REVISION (DATE)

2 1/2"

5 X 3/8 5 X 3/8 STEEL EQ. SPACED ANGLE EXTERIOR STEEL FINS WELDED TO EXTERIORFRAME HEADER ANGLE & NUT PLATE

DETAIL 2 SCALE 1 : 2

INSERT

PROJECT MANAGER

1/8" (4)

WELDED ADHESIVE GRIP INTERNALLY THREADED ANCHOR, 7 5/8" 5/8 STEEL 316 SST CMU PLATE

JTH

1/2-NC X 2 1/2 1" HHCS & STRUCTURAL WASHER IN 3/4" HORIZ. SLOTS (3) PER JAMB LENGTH

TYP. 3/4 IGU (2) LAYERS 1/8 GLASS TYP. WET GLAZED BLACK, N.I.C.

PROJECT #

3/4 STEEL DETAILER SHAFT

PIVOT DIRECTION

287 1/2"

13-029

EXTERIORBLOCKING AS FACE OF REQUIRED STUCCO

TYP. U.N.O

SHEET 4 OF 10

5/8 STEEL PLATE BOLTED TO ANCHOR PATE WITH (4) 5/16 X 3/4 SOCKET CAP SCREWS

1/4"

5/8 STEEL ANCHOR PLATE WELDED TO SILL BEAM

PIVOT COLUMN

48 1/2"

189 1/2"

44 1/2"

DETAIL 1 SCALE 1 : 2

5 X 5 X 3/8 STE ANGLE JAMB EXTENSION W TO STRUCTUR BEAM

CHAIN WHEEL T.O.F.F. LEVEL 2 4"

COURTYARD ELEVATION

48 1/2"

141"

5 X 5 X 3/8 STE ANGLE INTERIO JAMB, BOLTED EXTERIOR JAM NUT PLATE, SE TS 7 X 5 X 3/16 PIVOT COLUMN

44 1/2"

3" T.O.F.F. LEVEL 2

22 MARCH 15, 2013

5" 5"

1" T.O. STEEL, TYP.

8' - 0" ABOVE SIDEWALK 6"

TS 4 X 2 X 1/4 STAND-OFF WELDED TO 6 X 6 STEEL FRAME (3) LOCATIONS AT EACH STRUCTURAL SILL BEAM

6 X 4 X .120 STRUCTURAL SILL BEAM

JAMB SEAM FLASHING BEYOND

1/2-NC X 1 FLAT HEAD FASTENERS INTO NUTPLATE, C.S. FLUSH AT INTERIOR SILL

49 1/2" 92 1/2"

44 1/2"

DRIP EDGE T.O. SILL CMU OPENING

43" 37"

1/2-NC X 2 1/2 HHCS & STRUCTURAL WASHER IN 3/4" SLOTS SEE ALSO 3 / 0.04 BLOCKING AS REQUIRED

PIVOT COLUMN

SECTION D-D SCALE 1 : 16

DETAIL 2 SCALE 1 : 2 12 13/16"

kinetic architecture window by turner exhibits

1 1/2"

7 5/8" CMU

KINETIC ARCHITECTURE

WALL DISPLAY SHELVES

LINEAR BENCH SEATING

ORDERING COUNTER CONNECTIVITY BETWEEN SPACES:

INTERCHANGABLE DISPLAY "SPECIAL OF THE DAY"

- CEILING TO WALL - WALL TO FLOOR

WAITING AREA

MENU DISPLAY

- FLOOR TO OUTSIDE

VERTICAL WOODEN TRELLIS WALL AROUND STAIRS- WITH BOX DISPLAY

BACKWALLCHALKBOARD DISPLAY BOXES CONNECTIVITY BETWEEN SPACES: - CEILING TO WALL - WALL TO FLOOR - FLOOR TO OUTSIDE

INTERIOR CONCRETE FLOOR BLEEDS TO EXTERIOR- SIDEWALK CHALK

MOVEABLE FIXED

TED WINDOWS

013 - WINDOW @ CLIMBING WALL STUDY NDOWS - 4 VERTICAL UNITS CAN BE ADJUSTED HEIGHTS

INDOW @ CLIMBING WALL STUDY

TTERED CASEMENT, PIVOT OR PROJECTED WINDOWS

OW @ CLIMBING WALL STUDY

FIXED MOVEABLE

1 A500

6' - 8"

10' - 7 1/2"

13' - 8 1/2"

18' - 0 5/8"

35' - 11 1/2"

10' - 7 1/2"

98' - 2 1/4" 79' - 3 7/8"

1 8 A606

6 1/4"

1' - 6"

5' - 6 1/4"

006

008

4' - 0"

3' - 6"

17' - 11 3/8"

909B

SC-1 RF-2

9' - 4 9/16"

STORAGE 011

13' - 6 1/16" F.O. CMU TO F.O. CMU V.I.F.

906

909E

1 A608

1 A502

12 A604

13' - 7 1/2"

RF-2 SC-1

7' - 10"

7' - 5 1/4"

5 A609

4' - 5 1/4"

REQ'D CLEAR

ELEVATOR E400

1' - 1 1/2"

8' - 9 9/16"

BAR SERVICE AREA 002

7' - 8" 5' - 4"

911D

11' - 2"

3' - 8 3/8"

2 A501

ADA SEATING 902A1

906

A400

BOOTH B 009

F.O. CMU TO F.O. CMU V.I.F.

60" MIN CLEAR

905F

OFFICE 013

SIM

A701

BAR 010

ELEVATOR MACHINE 902A1 ROOM 902A1 012

909E

2 4 A615

FEC

27 A707

CORRIDOR B 008

012

013

A701

5' - 2 5/16"

11' - 4 1/8"

12' - 0 1/8"

12' - 6 1/8"

5' - 7 1/8"

5 7/8"

J 902A1

909E

1 3

902A1

1 A602

902A1

A701

2 A601

LIGHTED HAND RAIL SEE ELEVATION FOR MOUNTING DETAILS

5' - 0 3/8"

5' - 6"

WOMEN'S RESTROOM 005

4' - 0"

S001

5' - 0" CLEAR STAIR A S001

UNDER STAIR STORAGE 014

902B1

A701

5' - 0"

6' - 0 1/2"

902A1

5' - 8 1/4"

6' - 1"

38' - 10 1/4"

13' - 0 1/4"

902A1

907

005

A701

BOOTH A 006

CORRIDOR A 007

003

902A1

STAIR B S007

8' - 0 1/2"

1/8" 7' - 3 1/4"

7' - 3 5/8" 902A1

902A1

906

909D

MEN'S RESTROOM 004

902A1

8 7/8"

909B

3' - 7 1/4"

908

16' - 3" 34' - 1 5/8"

004

KEG STORAGE 003

EMPLOYEE CHANGING ROOM 001

A501

SIM

9' - 2"

13' - 4"

5 A615

909B

906

9' - 10 7/8"

906

1 A609

28' - 2 5/8"

4 A605

SIM

14' - 4 3/8"

11' - 0 5/8"

909B

4.5 909B

14' - 5 11/16"

basement floor 1

1 A500

A501

99' - 1 5/8" 13' - 8 1/2"

18' - 0 5/8"

18' - 0" 17' - 4 21/32"

9001

STORAGE 118

CLEAR

5' 0" MIN

5' - 0"

CLEAR

9001

3" CLEAR

114E

8' - 0"

114D

1' - 6"

114C

8' - 0"

9' - 10"

29' - 7 1/8"

F.O. CMU

908

911E

57 1/2"

18 2 A615

STAIR C S113 10

1' - 6"

8' - 0"

2' - 1 25/32"

5' - 10"

SIM

9001

1' - 2 1/2"

A702

A611 8

3' - 9 23/32"

CLIMBING WALL 112

115A

EXTENT OF WORK 14' - 1 1/2" 19' - 11 1/16"

115A

A400

ASSUMED PROPERTY LINE

5.62%

906

1 A502

OPERABLE WINDOWS PROJECTING INTO THE PUBLIC RIGHTOF-WAY ABOVE 8'-0" SHALL COMPLY WITH CBC SEC. 3202.3

3 A615

11' - 9 17/32"

4.5

SIM

909D

9 19 A615

2 A507

WF-1 PER MFG

A611

1' - 0"

9001

27' - 10 9/32"

9' - 1 15/16" 1' - 0 3/4"

2' - 0"

A400

3' - 4 5/32"

1' - 2 1/2"

4 TYP

A501

A702

18' - 2 7/8"

118

5 A503

OPEN TO ABOVE

OPEN TO BELOW

11 A604

1' - 6"

5' - 4"

906

114B

906

ELEVATOR 400

33 27/32"

111

1 A603

DINING AREA 114

1' - 0"

A507

1' - 4 1/2"

A702

1' - 0" CLEAR

11"

HOSTESS STAND

905F

905H 905F

902A1

A506

163 1/2"

28 A707

MEN'S RESTROOM 116

1' - 0"

A702

905F

31" 910E

2 2

CMU INTERIOR V.I.F.

910E

9 A612

11 10 A615

17' - 2 7/8"

A703

116

WOMEN'S RESTROOM 117

909E

CORRIDOR C 120

3 A612

4' - 1 31/32"

5' - 1"

18' - 9 13/16"

REMOVE EXISTING STAIR

A708

4' - 0"

117

2 A500

1' - 3"

2 A602

2' - 8"

3' - 9 1/4"

902A1

10 A504

4' - 2 31/32" F.O. FRAME

9' - 10"

1 1/4"

S110

3' - 0 3/4"

SIM

CENTER LINE OF FIRE CURTAIN ABOVE WAITING AREA 111

13' - 9 23/32"

A702

2 3/8"

8 A606

3 1/4"

6' - 7 9/16"

CORRIDOR D 121

5' - 5 5/8" 902A1

8 19/32"

902A

901B1 901B1

100"

908

RF-1 WF-1 COOLER 104

RF-1 WF-1

911E

11"

902A1

3' - 6 5/16"

3' - 8" CLEAR

DRY AGING 109

2 A507

44 3/8" 3"

1 1/2"

103

7' - 9 3/8"

9001

2' - 8 5/16"

3" CLEAR

15' - 7"

UTILITY 101

BUTCHERING 108

4' - 2 9/16"

901B1

A703

3' - 9"

9' - 3 1/4"

902A

STAIR B S007

SERVICE AREA 115

3' - 10" CLEAR

6' - 11 1/4"

906

7' - 9 3/8" 102

3' - 7 9/16"

2' - 0"

CLEAR

901B1

1 A601

901B1

908

STAIR A S001

CLEAR

7' - 4 3/4"

LOADING DOCK 102

901B1

S100

4' - 6"

3' - 8 5/8"

F.O.F.

WINE STORAGE 107

902A 902A

6' - 6 13/32"

CLASS K FEC

46' - 5 1/8"

11 A611

A704

6' - 11 21/32"

7' - 1 9/32" 8' - 1 1/2"

1' - 5 1/4"

44' - 2 1/4"

KITCHEN 105

3 DN

2 A502

13' - 0 3/16"

11 A703

1 106

A704

4 A616

12' - 6 1/16"

DRY 4 STORAGE 106

6' - 0 3/4"

13' - 4"

902A

19' - 6 1/2"

12' - 4"

9001

TRASH ENCLOSURE 119

8' - 3"

100

19' - 5"

1' - 11 9/32"

14' - 1 3/4"

3' - 8"

SCULLERY 103

3' - 6"

908

78' - 3" 4"

8' - 8 1/2"

908

11" 12"

906

10' - 7 1/2"

114A

5 A506

A400

17' - 11 1/2"

3" CLEAR

10' - 7 1/2"

4' - 0"

6' - 8"

first floor

1 A500

6' - 8"

10' - 7 1/2"

13' - 8 1/2"

18' - 0 5/8"

1 A501

35' - 11 1/2"

MASKING UNIT 21" AFF

10' - 7 1/2"

3' - 6"

909E

1 12' - 10"

12' - 9 1/2" 200H

1 A616

1 A614

29 A707

A501

10' - 4 1/2"

9051

10 A604

4' - 8"

6 3/4"

5' - 0"

200C

200D

6 3/4"

3' - 4 1/4"

2 A603

5' - 0"

6 3/4"

5' - 0"

200B

6 3/4"

5' - 0"

SIM

10"

4' - 7 1/2"

4' - 0"

908

SIM

909D

2 A615

7 10

7 A615

5' - 10"

3 A504

OPEN TO BELOW

STAIR C S113

900B1

200E

911E

3" 11' - 1 15/16"

1 A502

SHELVING ABOVE

6 A615

FEC

F.O.F.

3'-0" MIN

1 A613

A613

A705

200A

A705

4' - 0" CLEAR

905F

27' - 2 3/8"

200F SIM

MILKSHAKE BAR SERVICE AREA 203

CLEAR

7' - 11 1/4"

ELEVATOR 400 SECOND LEVEL STORAGE 204

3 A504

A613

3' - 4 1/4"

905H 905F

900B1

9' - 6 3/16"

WF-1 RF-1

905F

CLEAR

5' - 0" 12' - 5 13/16"

A400

A706

A504

EXISTING DECK A 250

SIM

A702

2' - 3 1/2" 3" 3"

207

4.5

902A1

1' - 0" CLEAR

5' - 0"

7 5/8"

5' - 7 3/4"

STORAGE 207

MEN'S RESTROOM 205

11' - 0 1/8"

5' - 7 3/16"

906

205

3' - 11 15/16"

13' - 0 5/16"

19' - 4 1/8"

12' - 6 1/16"

902A1 910E

204

5' - 3 1/2"

1' - 10 1/16"

A705

910E

WOMEN'S RESTROOM 206

8' - 9 1/4"

9' - 10" 12

18' - 5 5/8"

8" OR LESS

CORRIDOR E 280

1' - 0"

45 3/4"

+1' - 10"

12"

200G

A705

EXISTING DECK A 250

3' - 9 29/32"

WF-1 PER MFG

1 3

9' - 1 9/16"

F.O. FRAMING

38' - 10 1/4"

13' - 0 3/16"

31' - 0"

MILKSHAKE BAR 200

908

2 A500

TYP

RAMP

6' - 4 13/32"

F.O.F.

EXISTING DECK B 208

206

909E

SIM

A504

8' - 7 17/32"

3 A504

6' - 2" 902A

2' - 10 7/16"

901B1

900B1

44' - 5 7/16"

3' - 9 7/8" 9 A503

3' - 6" WALL

1' - 11 1/8"

TYP

A504

2 A706

902A

16' - 2"

1 A706

11' - 6"

BOWLING LANES 201

F.O.F.

A706

53' - 10"

11' - 6"

14' - 1"

PINSETTER MACHINE ROOM 260

903A1

3' - 9 1/4"

5' - 0 3/8"

12' - 0 3/4"

6' - 7 1/4"

200J

2 A502

911E

16' - 0"

16' - 0 3/4"

13' - 4"

1' - 8"

2 A615

903A1

F.O.F. TO F.O. CMU

900B1

903A1

2' - 5 3/4" F.O. FRAME

SIM

F.O. FRAMING TO F.O. CMU

3 A504

11 3/8"

908

3 2

3 A504

TYP A400

A504

ASSUMED PROPERTY LINE

906

SIM

EXTENT OF WORK

OPEN TO BELOW

second floor plan 1 A500

A505

+46.00" - TOP OF PARAPET

6' - 8"

10' - 7 1/2"

13' - 8 1/2"

+12.25" - TOP OF ROOF

95' - 7 5/8"

+21.00" TOP OF CURB

18' - 0 5/8"

35' - 11 1/2"

10' - 7 1/2"

+0.00" TOP OF DECK

RD/OF

EXISTING TILE MANSARD ROOF SLOPE TO REMAIN 12

RD/OF

SEE STRUCTURAL SHEETS FOR INSTALLATION DETAILS

A505

2 14

TYP

OSA HOOD/ FILTERS

A706

A505

MAX

2' - 8"

2' - 0"

2' - 2"

SIM

A505

12 X 12

10 X 18

13' - 4"

A505

15 X 16

16 X 16

A614

- 12" T.O. DECK

-12" T.O. DECK

2' - 0"

TYP

A505

12 "M IN 1/8 ": 13

MIN OSA 500 CFM

ALIGN W/ (E) TRUSS

A400

500 CFM

TYP

A505

2 A501

TYP

A505 L

VA LL EY

ALIGN W/ (E) TRUSS

EY LL VA

ALIGN W/ (E) TRUSS

TYPMIN OSA

MAX

EXISTING SKYLIGHT

13 A505

2' - 0"

A505

MAX

SEE STRUCTURAL SHEETS FOR INSTALLATION DETAILS

2' - 0"

A505

2' - 0"

38' - 10 1/4"

ALIGN CURB WITH (E) TRUSS 5' - 4" 2' - 8"

MAX

IN "M 12

13' - 0 3/16"

RIDGE

": 1/8

10 A505 A505

EQ ALIGN CURB WITH (E) TRUSS

MAX

2' - 0"

A612

2' - 0"

MAX

3 2 A502

12"�

OSA HOOD/ FILTERS

10' - 2"

6X9 14"�

A505

16 X 10

6¼ X 10

V.I.F.

OSA HOOD/ FILTERS +10" T.O. DECK

+10" T.O. DECK

8 A603

V.I.F.

SIM

7' - 5 1/2"

15 A604

12"�

18 X 10 ELEVATOR 14 X 10 PENTHOUSE 12

(E) .25" / 12"

12' - 6 1/16"

(E) .25" / 12"

SIM

A505

NEW CURB

4.5

A401

1 A502

7 A506

BOUNDARY OF WORK

roof plan

8' - 0 1/32"

A611

1' - 11"

3" MIN COLOR CONTRASTING NOSING, TYP. 3' - 8"

5 A603

4 A603

1' - 6 15/32"

GUARDRAIL

44"

NOSING, TYP. SEE SPEC # 05 51 00 W

HANDRAIL

6' - 5"

STAIR C NOSING DETAIL 3" = 1'-0"

3' - 0"

3" MIN COLOR CONSTASTING NOSING, TYP.

HANDWHEEL CONTROL FOR TURNER WINDOW

TREAD NOSING COLOR CONTRASTING, TYP.

16"

HANDRAIL

3' - 0"

1 1/2"

13"

FIRE SPRINKLER AND FIRE ALARM SYSTEM MODIFICATIONS SHALL CONFORM TO NFPA 13 AND NFPA 72 MINIMUM STANDARDS RESPECTIVELY AND SHALL BE REVIEWED AND APPROVED BY THE LOCAL FIRE PROTECTION AUTHORITY PRIOR TO INSTALLATION. STAMPED, APPROVED PLANS MUST BE KEPT ON SITE FOR THE FIRE PREVENTION INSPECTOR

THE TWO BUILDINGS SHOWN ON SITE PLAN WITH ADDRESSES 160 AND 170 STATE STREET SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING.

11' - 8 7/8"

HSS, SEE STRUCTURAL DRAWINGS 3' - 6 13/32"

10 5/8"

HANDWHEEL MECHANISM BY TURNER EXHIBITS

CENTERLINE OF HANDRAIL AT 2'-10" ABOVE TREAD NOSING LANDING

GUARDRAIL BELOW GEAR BOX

8 A603

CLEAR STAIR WIDTH

5 A603

ALIGN C-CHANNEL W/BACK OF GEAR BOX

CLEAR STAIR WIDTH

NOTE: DETAIL FOR REFERENCE ONLY DELEGATED DESIGN FOR STAIRS AND RAILINGS

STAIR C - LEVEL 2 1/2" = 1'-0"

STAIR C RAILING DETAIL @ LANDING 1 1/2" = 1'-0"

DETAIL AT STAIR LANDING 1/2" = 1'-0"

THE A BURG LLC

STAIR C - LEVEL 1 1/2" = 1'-0"

MAX

LEVEL 2

4' - 3 1/2"

3' - 10 5/16"

4' - 7"

3' - 8"

8 A603

1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE CALIFORNIA 2010 CBC, 2010 CMC, 2010 CPC, 2010 CEC, 2010 CHBSC AND 2010 CALIFORNIA ENERGY CODE. THE CALIFORNIA BUILDING STANDARDS CODE IS BASED ON THE 2009 IBC, 2009 UMC, 2009 UPC AND 2008 NEC.

1' - 2 1/4"

STAIR C S113

WHEELCHAIR ACCESSIBLE SEAT

GENERAL NOTES

(7) EQ TREADS

(12) EQUAL TREADS

A611

STAIR C S113

107 SE W SUITE 740 PORTLAND 503 245 0

NEW WALL

BY OTHERS

6 1/8"

1' - 0"

ARCHIT

EXISTING WALL

1 5/16"

8 3/4" TO G.L. 3

A611

1' - 0"

1 1/2"

PARTIAL TOP TREAD LEVEL WITH FINISH FLOOR

3' - 6"

1 1/2" UP A611

11' - 0"

LEGEND - FLOOR PLANS

RABBET TIMBER TREAD TO ACCEPT NOSING. INSTALL PER MANUFACTURERS SPECIFICATIONS 1 1/2"

GUARDRAIL

11" MIN

WS-1

4" 9 A603

12' - 6 1/16"

TYP

MAX

NOSING, TYP. SEE SPEC # 05 51 00

14" ROOF

ROOF

24' - 0"

170 STATE 4"

160 ST LOS AL C CHANNEL

8 3/4"

" -3

11' - 6 3/16"

11' - 5 15/16"

PROJECT NO.: 13

WOOD TREAD

6 5/32" 5 A602

DRAWN:

SIM

1/ AD REVISION:

1 8 A603

TOP OF BOWLING LANE 13' - 2"

LEVEL 2 11' - 8 7/8"

5 6

STAIR RAILING DETAIL - ELEVATION 1 1/2" = 1'-0"

RECLAIMED TIMBER AT INTERMEDIATE LANDING

WF-1 AT TOP LANDING

WS-1

3 8 3/4"

STEEL STRINGER

6 1/8" RECLAIMED TIMBER TREAD DATE:

SIM

6 A603

9.00째

3" MIN COLOR CONTRASTING NOSING, COLOR CONTRAST, INSET FLUSH.

1" NOSING PROJECTION

2/6/2014 5:43:44 PM

TO FACE OF FINISH

STAIR C SECTION - EAST 1/2" = 1'-0"

LEVEL 1

0' - 0"

NOTE: DETAIL FOR REFERENCE ONLY DELEGATED DESIGN FOR STAIRS AND RAILINGS

12 TREADS @ 11" = 11' - 0" 14' - 9 1/2"

SIM. AT STAIR B. SEE STRUCTURAL DETAIL 3/S6.2 FOR TOP RISER CONNECTION TO BEAM

STAIR C SECTION - WEST 1/2" = 1'-0"

STAIR AT LANDING - TOP TREAD - STAIR C 1 1/2" = 1'-0"

SEE STRUCTURAL FOR DETAILS AND CONNECTIONS

ADDENDUM #4

3' - 9 1/2"

REPRODUCTION OF THIS DRAW OF C2K ARCHITECTURE INC. T POSSESSION THEREOF CONFE OF THIS DRAWING OR ANY TEC THIS DRAWING OR PART THER

SIM

-3 "

5 A602

4' - 5 21/32"

4' - 5 21/32" 7' - 3 7/32"

ROCK CLIMBING EQUIPMENT STORAGE

SIM

FINISH FLOOR TO FINISH FLOOR

11' - 8 7/8"

1' - 11"

SIM

(13) EQ RISERS

C:\Revit_Local\2013 11 25 CENTRAL THE ALLEY_lcarlisle.rvt

7 A603

(8) EQ RISERS

3' - 6 7/32"

LANDING BELOW FINISH FLOOR

LEVEL 2 11' - 8 7/8"

7 A603

3 4

NOTE: DETAIL FOR REFERENCE ONLY DELEGATED DESIGN FOR STAIRS AND RAILINGS

SHEET TITLE:

ENLARGED SECTIONS

A6 SHEET NO.:

2/6/2014 5:43:44 P

GENERAL NOTES - DETAILS

JOIST MOUNTED SADDLE BRACKET

T-6 INTERMEDIATE 2"x2" LBRACKET SUPPORT, 2" LONG, PLACED AT EACH VERTICAL STEEL PIPE

WP-1

1/4" REVEAL DINING AREA

1' - 6"

SS-1

1 1/2"

T-6

1 1/2"

WP-1 3' - 6 1/32"

FOOD SERVICE EQUIPMENT, SEE SEPARATE PACKAGE

1/2" x 3" STEEL STRAP

3' - 6"

FRP FOOD SERVICE EQUIPMENT, SEE SEPARATE PACKAGE

PLYWOOD BACKING PLYWOOD

FRP WP-1

RF-1

1" REVEAL, 1"x1" L-BRACKET

RF-1

SERVICE AREA

CAP STRIP AT TOP RF-1

RF-1 4"

CAP STRIP AT TOP RF-1

CAP STRIP

RF-1

FRP CAP STRIP

1" REVEAL, 1"x1" L-BRACKET

RF-1

T-6

KITCHEN

3' - 6 1/32"

STEEL STRAP

FOF

BLOCKING

FOOD SERVICE EQUIPMENT, SEE SEPARATE PACKAGE

SS-1

1' - 6" SSTL COUNTERTOP 2' - 8 1/32"

1' - 0 1/32"

5' - 9"

SS-1

1' - 6 1/32"

1/2" BEVEL 2 15/32"

2' - 3 15/32" CLEAR

SERVICE AREA

ALIGN SOFFIT W/COUNTERTOP

1 1/2"

ALIGN CL OF STEEL PIPE WITH EDGE OF COUNTER

1' - 10 1/32"

1 1/2"

2' - 0"

SS-1 PLYWOOD SUBSTRATE

CLEAR

ALIGN SOFFIT W/ COUNTERTOP

SERVICE SIDE

1 1/2"

10' - 10"

1' - 0"

STAINLESS STEEL WRAPPED COLUMN

KITCHEN CLEAR

KITCHEN

3' - 11 31/32"

1' - 3"

CLEAR

1/4" STEEL STRAP

STAINLESS STEEL

3' - 0"

HOT ROLLED STEEL PANEL

1' - 4" SHELF WIDTH

107 SU POR 503

1 1/2" BOLT

HOT ROLLED STEEL PANEL

1/2"

WP-1

SEE STRUCTURAL FOR LATERAL BRACING

WD-3

CUSTOMER SIDE

PLYWOOD SUBSTRATE

1/4" REVEAL

PER RCP

1/2" GUARD RAIL, P-3

SHELF WIDTH

1' - 0"

BOTTOM OF JOIST

PLYWOOD BACKING

1 1/2" 1' - 0"

CLEAR

1' - 0"

CLEAR

1' - 0"

CLEAR

1"x1" L-BRACKET, ALONG LENGTH OF SHELVES, BETWEEN STEEL PIPES

BOTTOM OF JOIST

PLYWOOD BACKING

1' - 4"

1 1/2"

1/2" GUARD RAIL AT END, P-3

SEE STRUCTURAL FOR LATERAL BRACING

3/4" STEEL PIPE, P-3

WD-3 3/4" STEEL PIPE, P-3

1. VERIFY ALL DIMENSIONS AND CASEWORK CLEARANCE REQUIREMENTS WITH KITCHEN CONSULTANT DRAWINGS AND SPECIFICATIONS.

GLULAM BEAM

BOTTOM OF JOIST

T-6 INTEGRAL COVE BASE

SERVICE AREA- NORTH COUNTER SECTION 1" = 1'-0"

SHELVING DETAIL @ SERVICE AREA 1" = 1'-0"

SECTION @ FOOD WARMING COUNTER 1" = 1'-0"

KITCHEN - EAST WALL SECTION 1" = 1'-0"

TH BU LL

SECTION @ KITCHEN COUNTER 1" = 1'-0"

6 21/32"

MTL-4

WB-1 2"

A611

2' - 0"

ENLARGED CASEWORK - HOSTESS STAND 3/8" = 1'-0"

MTL-4, HP-1 58 1/8"

HOST STAND CASEWORK - WEST 1" = 1'-0"

2' - 0"

16 LO

BLACK MELAMINE ON INTERIOR

PROJ

WP-1B

DRAW

2 1/32"

3' - 2"

HOST STAND CASEWORK - SOUTH 1" = 1'-0"

REVIS

LED TAPE

HOST STAND 1" = 1'-0"

WP-1, NOTE: PLANK THICKNESSES VARY. 3"

2 1/2"

7' - 4"

1' - 5 13/16"

1/2" FLAT BAR STOCK PROVIDE MIN 1/8" OFF FROM EDGE OF THICKEST WOOD PLANK.

LEVEL 1

9' - 0"

11 1/4"

1' - 7 1/4"

11 1/4"

0' - 0"

WB-1

ROCK CLIMBING BENCH CASEWORK - NORTH 1" = 1'-0" 55"

COUNTER DETAIL - SECTION VIEW 6" = 1'-0"

WINE STORAGE PLAN 1" = 1'-0"

DATE

REPRODU OF C2K AR POSSESS OF THIS D THIS DRA

2 15/32"

MTL-4, HP-1

11 1/4"

WP-1B

6' - 0 3/4"

ROCK CLIMBING BENCH CASEWORK - EAST 1" = 1'-0"

WP-1

8' - 4"

3/4"

WP-1

STORAGE CUBBIES

11 3/4" 2x4 WOOD FRAME

WP-1B

11 3/4"

LEVEL 1

STORAGE CUBBIES

PLYWOOD BACKING

10 3/4"

11 1/4"

1' - 5 31/32"

11 1/4"

MTL-4, HP-1 PLYWOOD ARMATURE

11 1/4"

WP-1B 2 5/32"

1' - 7 1/32"

0' - 0"

ROCK CLIMBING BENCH DETAIL 1" = 1'-0"

SECTION @ WINE STORAGE 1" = 1'-0"

ADDENDUM #4

ENLARGED CASEWORK - ROCK CLIMBING BENCH 3/8" = 1'-0"

1 1/32" 11 7/32"

CLIMBING WALL 112

3 1/4"

1' - 6"

3/4" 10 3/4" 3/4"

8' - 4"

2 1/2"

17 A611

908

4' - 9 1/2"

OPEN TO ABOVE

11 1/4"

5' - 0 3/4"

3 1/4"

6' - 0 3/4" 18

A611

11 1/4"

1/8"

11 1/2"

2 A615

911E

A702

2/6/2014 5:44:29 PM

1' - 6"

1' - 5 3/8"

11 1/4"

3/4"

C:\Revit_Local\2013 11 25 CENTRAL THE ALLEY_lcarlisle.rvt

2' - 0"

HOST STAND CASEWORK - EAST 1" = 1'-0"

WB-1

3' - 2"

HOST STAND CASEWORK- NORTH 1" = 1'-0"

WB-1

170 EXPOSED FRAME TO BE PAINTED OUT BLACK

MTL-4 CLAD 3/4" PLYWOOD FOR ALL DOOR FRONTS, MELAMINE ON INTERIOR

WB-1

1" 2"

INSET FLAT BAR STOCK FINGER PULLS IN MTL-4 FINISH

DRAWER

MTL-4 CLAD ON EXTERIOR,3/4" PLYWOOD

A611

WD-2

HOST SIDE

1 7/ 32"

3/4"

WD-2 TOP

3' - 2"

ADJUSTABLE SHELF, HARDWARE RECESSED WITHIN MILLWORK

HOST SIDE

A611

MTL-4

A611

MTL-4, HP-1

1/2"

MTL-4, HP-1

2' - 0"

1/4"

3 3/8"

DRAWER

3/4" 3/4" 10" 3 7/8"

2" FLUSH ON ALL SIDES

A611

WD-2

4' - 2"

WD-2 WD-2

SHEE

INT FIR

SHEE

2/6/20

PARAPET SIDE

SEE PLAN FOR

SEE PLAN

WALL TYPE

FOR WALL TYPE

MANSARD SIDE

SIM AT ELEVATOR OVERRUN PATCH & PAINT EXISTING STUCCO EXISTING 2-PLY HOT MOP BUILDING WATERPROOFING PATCH & REPAIR

FLASHING, OVERLAP NEW FLASHING ON PARAPET SIDE AND MANSARD ROOF SIDE MASTIC REMOVE AND REPLACE CLAY TILE CAP

(E) WOOD FRAME HEAD @ (E) 8" CMU WALL F.O. FINISH, WC-1

FLUID-APPLIED MEMBRANE AIR BARRIER 6" MIN OVERLAP WITH EXISTING BUILDING WATERPROOFING

STAINLESS STEEL FLASHING

MALLEBLE FLASHING, OVERLAP EXISTING TILES ON MANSARD SIDE

METAL SIDING

BLOCKING AS REQUIRED TO SUPPORT WINDOW TRIM

7/8" WEEP PERFORATED CASING BEAD

8 A504

6 X 6 HSS, SEE STRUCTURAL

1/2"

1/8" MAX ALLOWANCE FOR BOARD FORM EDGE

3/4"

FLAT LOCK SEAM

TYP

COUNTERFLASHING

PARADIENE 20 SA

TURNER WINDOW SYSTEM

NON-COMBUSTIBLE CANT 8" MIN

3/4"

R-38 RIGID INSULATION DEPTH VARIES, SEE ROOF PLAN

HM FRAME SOLID GROUTED

6 A508

P-3 3/4" WOOD TRIM, MITER CORNERS AROUND OPENING AND SCRIBE TO WINDOW FRAME AS SHOWN

CAP BEAD OF SEALANT 2" GLASS AS SCHEDULED

3 MANSARD ROOF PARAPET A503 1 1/2" = 1'-0"

INTERIOR

EXTERIOR 2" STOREFRONT SYSTEM SILL PAN DAM BEYOND HM FRAME,OPP

INTERIOR

EXTERIOR

FLASHING SLOPED AT 1/4" PER FOOT

SEALANT AT BACK DAM

6 X 6 HSS, SEE STRUCTURAL PAINTED ALUMINUM FULL PAN FLASHING WITH SEALED END AND BACK DAMS TO BE INSTALLED PRIOR TO TURNER WINDOW INSTALLATION SEALANT WITH WEEPS AT 16" O.C.

7 A505

SEALANT WITH WEEPS AT 16" O.C. SEE 14/A503 FOR TYPICAL WATERPROOFING AND STUCCO NOTES

1/8" MAX ALLOWANCE FOR BOARD FORM EDGE BLOCKING AS REQUIRED TO SUPPORT WINDOW TRIM F.O. FINISH, WC-1

1/2"

1/2

2' - 8 13/32"

1' - 6"

P-3 3/4" WOOD TRIM, MITER CORNERS AROUND OPEINING AND SCRIBE TO WINDOW FRAME AS SHOWN

SEALANT WITH WEEPS AT 16" O.C. 2"

METAL PARAPET COPING

SIM

TURNER WINDOW SYSTEM

EXTERIOR

INTERIOR

PROVIDE DRIP EDGE FOR PAN FLASHING

3' - 10"

7/8" SQUARE CASING BEAD FLUID-APPLIED MEMBRANE AIR BARRIER

WP-1

NEW BUILDING WATERPROOFING

1 3/32" 2' - 6"

EXISTING 2-PLY HOT MOP BUILDING WATERPROOFING

1' - 9"

PATCH & PAINT EXISTING STUCCO EXISTING CMU SOLID GROUTED SEE PLAN FOR WALL TYPE

WINDOW HEAD & SILL AT TURNER WINDOW 3" = 1'-0"

HOLLOW METAL WINDOW HEAD & SILL @ CMU W/SHOTCRETE 3" = 1'-0"

8" TIMBER COLUMN CONTINUOUS RAIL, IN FRONT OF COLUMNS

4 TYPICAL SHAFT @ ROOF A503 1 1/2" = 1'-0"

HOT ROLLED 1" STEEL WD-5

SEE PLAN FOR

4" x 2" x 1/4" STEEL TUBE

WALL TYPE

TIE SILL PAN TO (E) WATERPROOFING MEMBRANE

3/4" STEEL SUPPORTS

WB-1

NEW STAMPED CONCRETE

F.O. FRAMING ALIGN SUBFLOOR BLOCKING WITH FACE OF FRAMING. 1/2" GYP SHEATHING EXTENDS TO SLOPING PLYWOOD DECK 5" CONCRETE SLAB @ 1% SLOPE FLUID APPLIED WATER PROOFING MEMBRANE

(E) CONCRETE SLAB

INTERIOR FINISH FLOOR, SEE A091

STEEL PLATE MOUNTED ON COLUMNS

15.00째

1" SQ STEEL TUBING

BEVELED NOSING, TYP.

1/4" : 12" MAX SLOPE

SAW CUT (E) CMU

LEVEL 1

STEEL PLATE

0' - 0" EXISTING SIDEWALK ALONG STATE STREET

FOOT RAIL

11" MAX

(N) 2x10 BLOCKING (E) CMU WALL, GROUT FILLED

T-9

3 1/2" BATT INSULATION SEE RCP FOR CEILING (N) JOISTS, SEE STRUCTURAL

(E) 8x10 BEAM

EXISTING 2-PLY HOT MOP WATERPROOFING EXISTING 12" CMU WALL

5 STOREFRONT STAIR FOUNDATION SECTION A503 1" = 1'-0"

2 DETAIL OF WALL BASE @ COURTYARD A503 3" = 1'-0"

1 LEANING RAIL A503 1 1/2" = 1'-0"

4' - 3 1/8"

3/4" INTERMEDIATE STEEL ROD SUPPORTS BEYOND

2" WIDE COLOR CONTRASTING NOSING STRIP, TYP.

3' - 8"

CONSTRUCTION JOINT WITH FIBER JOINT FILLER AND SEALANT

3' - 6 7/8"

SEAL AROUND REBAR

6 7/8"

DRAIN MAT, SEE SPECIFICATION FOR SYSTE M SAWCUT CONTROL JOINT AT FACE OF SHOTCRETE (E) JOISTS (V.I.F.)

8" SHOTCRETE WALL

2:43:19 PM

PROTECTION MAT, SEE SPECIFICATION FOR SYSTEM

6" ACTUAL 7" MAX

C:\Users\lcarlisle\Documents\01_PORTFOLIO\THE ALLEY\THE ALLEY_MODEL.rvt

4' - 3"

NEW EXTERIOR WALL

5 1/4"

STEEL CAP

1/2" MAX EXPANSION JOINT

H SEE PLAN FOR WALL TYPE DEMO (E) STUCCO BACK TO ALLOW FOR FLASHING

GARAGE DOOR, SEE SPEC

4' - 3" F.O. FRAME

PATCH & REPAIR (E) BUILDING WATERPROOFING PATCH & PAINT STUCCO BACK TO MATCH (E) INSTALL FLASHING BED IN MASTIC 6" MIN OVERLAP FLUID-APPLIED MEMBRANE AIR BARRIER

BREAK METAL CASING, FINISH TO MATCH STOREFRONT

1/2"

8 A504

1/2"

TYP

7/8" WEEP PERFORATED CASING BEAD

HEAD FLASHING

STOREFRONT DOOR FRAME

STUCCO GROUND

ALIGN STOREFRONT & ENTRY PORTAL HEAD FRAMES, HT TBD BY (E) CMU MODULE

HEAD FLASHING HM FRAME, VARIES

BACKER ROD & SEALANT

TEMPERED GLASS

1/2" TYP

DOOR IN FOLDED POSITION

1/2"

8 A504

8 TYP HEAD FLASHING A504 6" = 1'-0"

HM FRAME SOLID GROUTED

STOREFRONT JAMB BEYOND ALIGN BACK OF SILL WITH JAMB SILL PAN END DAM BEYOND

FLAP SEAL ON 45째 CARRIER DOOR AS SCHEDULED 1/2" DOOR TRACK 4"

JAMB (BEYOND)

INTERIOR INTERIOR

3/8"

GARAGE DOOR HEAD 3" = 1'-0"

EXTERIOR

1/2"

8 A504

EXTERIOR

TYP

HM WALL FRAME, SOLID GROUTED

STOREFRONT SYSTEM

5 STOREFRONT DOOR HEAD & THRESHOLD A504 3" = 1'-0"

STOREFRONT SYSTEM DOOR HEAD AT SIM TEMPERED GLASS

GLASS AS SCHEDULED

SS-3 FILLER 1/2" EXPANSION JOINT INTERIOR

HM FRAME GROUTED

DOOR TRACK

1/2" SILL PAN FLASHING REVEAL PROVIDE WEEPS 16" O.C.

SEE PLAN FOR FLOOR FINISH

1/8"

1/2"

SILL PAN END DAM BEYOND HM FRAME

FLUID APPLIED WATER PROOFING MEMBRANE

SILL PAN FLASHING, BED IN MASTIC

EXTERIOR

GARAGE DOOR SEAL SILL PER HARDWARE SCHEDULE WITH EXTENSION AS SHOWN

TRIM THRESHOLD TO FIT SILL PAN FLASHING GARAGE DOOR, SEE SPEC GLAZING: 1/4" LAMINATED GLASS

INTERIOR

4 A508

TYP

CONCRETE

THRESHOLD BELOW LINE OF SILL PAN BACK DAM

SILL PAN FLASHING BED IN MASTIC EXTERIOR

FINISH FLOOR

1/2" REVEAL OF STAINLESS STEEL SILL PAN BELOW

STOREFRONT SILL BELOW

4 STOREFRONT WINDOW HEAD & SILL A504 3" = 1'-0"

INTERIOR

EXTERIOR

SWING OUT DOOR AS SCHEDULED

2 GARAGE DOOR JAMB A504 3" = 1'-0"

THRESHOLD BELOW

6 STOREFRONT DOOR JAMB A504 3" = 1'-0"

SILL PAN FLASHING, BED IN MASTIC 1/2" 2"

HM DOOR FRAME

1/2"

SILL PER HARDWARE SCHEDULE WITH EXTENSION AS SHOWN

1/2"

SHEET METAL PANEL SHEET METAL PANEL W/INSUL FOAM, PAINT TO MATCH STOREFRONT

INTERIOR FIRE AND SMOKE RATED CURTAIN

SS-3 FILLER BELOW

SS-3 FILLER BELOW FLUID APPLIED WATER PROOF MEMBRANE

SILL PAN FLASHING BELOW

TYP

BATT INSULATION

STOREFRONT SYSTEM 1" L-BRACKET, TYP

A508

DEMO CMU FOR CONCRETE SLAB IN OPENING INTERIOR

EXTERIOR INTERIOR

9 GARAGE DOOR THRESHOLD A504 3" = 1'-0" 2:43:36 PM

SHIM, ALIGN BACK EDGE OF SILL WITH INSIDE FACE OF GARAGE DOOR TRACK - BEYOND

1/2" SILL PAN FLASHING REVEAL

SILL PAN END DAM AT JAMB, BEYOND

EXTERIOR

METAL INFILL PANEL WITH RIGID INSULATION BACKING, FINISH TO MATCH STEEL STOREFRONT, ALIGN FLUSH WITH HM JAMBS SILL PAN FLASHING, BED IN MASTIC

SILL PAN FLASHING

FACE OF FRAMING BEYOND OPENING

JAMB BEYOND

C:\Users\lcarlisle\Documents\01_PORTFOLIO\THE ALLEY\THE ALLEY_MODEL.rvt

WB-1

1/4" FULLYTEMPERED GLASS GARAGE DOOR, SEE SPEC

3 STOREFRONT JAMB @ METAL PANEL A504 3" = 1'-0"

7 STOREFRONT CORNER MULLION A504 3" = 1'-0"

EXTERIOR

enterance

basement bar

dining room

kitchen & service area

milkshake bar

bowling lanes

1 S MARKET

san jose, CA

This new mixed-use, 510,000-square-foot building is the first high-rise construction project in downtown San Jose since the recession. It is situated at Santa Clara and Market Streets, the areaâ&#x20AC;&#x2122;s primary intersection. C2K is providing architecture and interior design for the project on behalf of KT Properties and Essex Property Trust. With 23 stories and three basement levels, the building contains 312 apartments and seven floors of parking, as well as a leasing office, residential lobby, and retail spaces along the ground floor. Its skin features an Allen unitized window wall system that deploys spandrel and clear glass in a randomized pattern. A strip of LED lighting frames the entrance canopy, then travels straight up the faĂ§ade to frame the parapet, emphasizing the structureâ&#x20AC;&#x2122;s verticality. Due to its height and relationship to San Jose airport flight paths, the project required Federal Aviation Administration approval. It is also immediately adjacent to a historic property, which required local historic form review. Construction is underway. Anticipated opening is December 2014. sketches

One South Market

19 november 2012

facade precedent studies

One South Market San Jose, California

14 December 2012 23

street frontages

STREET FRONTAGES

UNITIZED CW JULIET BALCONY (SLIDING DOOR) WIRE MESH PANELS ON METAL FRAMES

GLASS GUARDRAIL @ JULIET BALCONY UNITIZED CW SPANDREL PANEL UNITIZED CW -VISION PANEL

one south ~75'

15' - 0 1/2"

91' - 3 1/2"

HOTEL METROPOLE BLDG.

EXIT STAIR

GARAGE

POTENTIAL SIGNAGE

EXPOSED CONCRETE COLUMNS

RESIDENTIAL LOBBY ENTRY

25' - 2"

ELEVATOR & LOBBY

45' - 5"

37' - 0"

RESIDENTIAL LOBBY

RETAIL

MARKET ST (EAST)

190' - 11"

RETAIL

SANTA CLARA ST (NORTH)

renderings 29' - 9 1/2"

12' - 0"

31' - 4"

22' - 11"

RETAIL

EXIT

ELEC

122' - 10"

GARAGE

31' - 9"

44' - 3"

SURFACE PARKING LOT

SUNOL BLDG

SAN PEDRO ST (WEST)

One South Market

19 november 2012

SEVENTEENTH LEVEL TERRACE

OREGON ELECTRIC STATION EUGENE, OR ARCHITECTURE inc 107 SE WASHINGTON ST SUITE 740 PORTLAND OREGON 97214 503 245 0002 MEN'S

WOMEN'S

OFFICE

MECHANICAL POS

DINING CAR NORTH

SLIDING DR 16-24 SEATS

UPG-4C

SERVICE STATIONS

PROFESSIONALLY STEAM CLEAN. REPAIR AND REPAINT AS NECESSARY

UPG-4

19 SEATS

PLATFORM C UP

KITCHEN

SHEER CURTAINS

DINING PLATFORM A

RAILINGS

SERVICE STATIONS

UPG-5 64-96 SEATS

CH-8

TA-1

SERVICE STATION

OREGON ELECTRIC STATION

RAILINGS

TA-3

DINING CAR SOUTH

POS

44 SEATS

MECH

SERVICE STATION

UPG-4A

UPG-4B

WINE CELLAR

WHITE WINE REFERERATOR (ALTERNATE)

MECH

STORAGE UP

FEATURE WALL

DINING PLATFORM B

CH-8

UPG-3

DOOR HELD OPEN, TYP.

32-48 SEATS

TA-3

18 SEATS

SERVICE STATION

SPRING CAPITAL GROUP

27 E 5TH AVE EUGENE, OR

SLIDING DR TV POS

BACKLIT BAR

SERVICE STATION

FIREPLACE

THE STATION BAR

CURTAINS

THE LIBRARY

POS

BACKLIT BAR

SERVICE AREA

THE GALLERY BAR

CH-7

POS

UPG-1A

CH-2

THE STATION

TA-2

CH-5

WOMEN'S

CH-5

UPG-1B

CH-5

MEN'S

POS

DOORS HELD OPEN, TYP.

DRAWN:

THE GALLERY

CAS-2

47 SEATS

PROJECT NO.: 14101

DJ ACCESS

20 SEATS

CH-2

60 SEATS

HOSTESS

AV CLOSET

CB 10 MAR 2014 PRELIMINARY

UPG-2A REVISION:

DESCRIPTION:

ROLL DOWN SCREEN ABOVE NEW WINDOW

UPG-2C CH-3

UPG-1B

TA-1

UPG-2A TA-1

CH-1

CH-4

UPG-2B

WAITING AREA

VESTIBULE

CAS-1

LT-1

WALK-OFF MAT PATIO LAYOUT FORTHCOMING

DATE:

N LY LA R P ON FO VIEW RE

REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN WITHOUT THE SPECIFIC WRITTEN PERMISSION OF C2K ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY ISSUED, AND NEITHER RECEIPT OR POSSESSION THEREOF CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL INFORMATION SHOWN THEREON, NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE WRITTEN AUTHORIZATION OF C2K ARCHITECTURE LLC.

SEATING COUNT: 81 BOOTH 112-168 FLEXIBLE TABLES 126 COUCHES & CHAIRS 319-375 TOTAL

PRELIMINARY

1 LEVEL 1 - FURNITURE PLAN- OWNER A901 3/16" = 1'-0"

SHEET TITLE:

FURNITURE PLAN

A901 SHEET NO.:

3/19/2014 7:11:07 PM

EQUIPMENT DINING PLATFORM B DINING PLATFORM A CORRIDOR

33.7 SF 593.5 SF 1187.9 SF 718.7 SF

1 Accessory storage areas, mechanical equipment room 11 Assembly without fixed seats: Unconcentrated (tables and chairs) NET 11 Assembly without fixed seats: Unconcentrated (tables and chairs) NET 11 Assembly without fixed seats: Unconcentrated (tables and chairs) NET

1 1 2 2

1 40 80 48

300 15 15 15

S-2 A-2 A-2 A-2

TOTAL OCCUPANTS IN AREA

19' - 1 1/8"

R - 37" P - 40"

719

DOOR

A B

R - 32" P - 35 3/4"

OLF

OCC TYPE

A-2

STORAGE

LOCKER ROOM

ROOM GSF ROOM OCC EXITS

1 300

117

OCC TYPE

EXITS

S-2

525

OLF

OCC TYPE

115

EXITS

A-2

OLF

OCC TYPE

A-2

OFFICE

ROOM GSF ROOM OCC EXITS

1 100 B-ACC

EGRESS WIDTH IS CALCULATED BASED ON OBC SECTION 1005.1: 0.3" PER OCCUPANT FOR STAIRWAYS AND 0.2" PER OCCUPANT FOR OTHER EGRESS COMPONENTS

ROOM GSF ROOM OCC

OCC TYPE

115

LAYOUT UNCHANGED

OLF

PROVIDED (CLEAR) EGRESS WIDTH

LOCKER ROOM

ROOM GSF ROOM OCC

OLF

COMMON PATH = 24'-8"

CORRIDOR

ROOM GSF ROOM OCC EXITS

MINIMUM REQUIRED EGRESS WIDTH

PROJECT INFORMATION PROJECT NAME

OREGON ELECTRIC STATION

ADDRESS

27 E 5TH AVENUE EUGENE, OREGON

ASSESSOR PARCEL #

PARCEL/ACCOUNT #: 201 173 861

OWNER

SPRING CAPITAL GROUP

MAP & TAX LOT: 17-03-31-1-1 PARCEL NO.13801

1399 FRANKLIN BLVD. 3RD FLOOR EUGENE, OREGON CONTACT

DESCRIPTION

Tom Conner Jr.

RESTAURANT RENOVATION

DOOR

R - 32" P - 36"

APPLICABLE CODES STATE OF OREGON 2010 EDITION STRUCTURAL SPECIALITY CODE (OSSC)

BUILDING CODE

effective July 1, 2010

STATE OF OREGON 2010 EDITION MECHANICAL SPECIALITY CODE (OSMC)

MECHANICAL CODE

effective July 1, 2010 STATE OF OREGON 2011 ELECTRICAL SPECIALITY CODE (OESC)

ELECTRICAL CODE

effective April 1, 2011

STATE OF OREGON 2010 EDITION PLUMBING SPECIALITY CODE (OPSC)

PLUMBING CODE

effective April 1, 2011

ROOM GSF ROOM OCC

OLF

OCC TYPE

A-2

COMMON PATH = 9'-1"

672

EXITS

DINING PLATFORM A

ROOM GSF ROOM OCC

1188

EXITS

DOOR

R - 32" P - 30"

MIN.

STAIR 1

R - 44" P - 48"

OLF

OCC TYPE

A-2

UP72' - 10 " MAX DIST ANCE OVER BETW ALL DIST EEN ANCE EXIT S: 1/ 3 OF 72' 10" UP

STAIR STAIR 21

R - 44" P - 48"

= 24'

ROOM GSF ROOM OCC EXITS

OLF

OCC TYPE

1 100 B-ACC

325

2490

OLF

effective July 1, 2010

OLF

CITY OF EUGENE CODE, Chapters 6, 7, 8 and 9

ZONING CODE

OCC TYPE

1 300

S-2

OREGON ELECTR STATION

GENERAL BUILDING LIMITATIONS

KITCHEN

DOOR

1 200

STATE OD OREGON 2010 ENERGY EFFICIENCY SPECIALTY CODE (OSISC)

ENERGY CODE

ROOM GSF ROOM OCC EXITS

effective July 1, 2010

STORAGE

OCC TYPE

R - 32" P - 36"

A-2

TYPE VB (SECTION 602)

BUILDING CONSTRUCTION

FULLY SPRINKLERED

ALLOWABLE BUILDING AREAS AND MODIFICATIONS

Basic Allowable Building Area

At = 6,000 SF

Frontage Increase

If = [438/927 - 0.25] 20/30 = 0.146

Sprinkler Increase

Is = 3

Total Allowable:

Aa = {6,000 +[6000 x 0.146 ] + [6000 x 3] = 24,880 SF Existing Building Approx.: 11,200 SF

Total Provided:

COMMON PATH = 30'-10" 8

OFFICE

- 9"

72' - 0 1/2" MA MIN. DIS X OVER TANCE ALL DIS BETW TANCE EEN EX ITS: 1/3 OF 72' - 1/2" = 23'

COMMON PATH = 44'-1"

OREGON FIRE CODE 2010 EDITION (OFC)

FIRE CODE

TRAIN CAR NORTH

ALLOWABLE HEIGHT Basic Allowable Building Height

1 Story / 40 feet

Sprinkler Increase

Additional 1 Story / 20 feet

Height Provided:

Existing 1 story building

BUILDING OCCUPANCY CLASSIFICATION: A-2 Restaurant

WINE CELLAR ROOM GSF ROOM OCC

EXITS

OLF

Accessory

S-2 Low-hazard storage

Business Offices

Nonseperated occupanies per Section 508.3.2

OCC TYPE

A-2

SPRING CAPITAL

8 7

DINING PLATFORM B

DN 6

ROOM GSF ROOM OCC

594

EXITS

OLF

R - 32" P - 35 1/2"

OCC TYPE

A-2

COMMON PATH = 38'-6"

16' - 2 1/2"

DOOR

157

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

SERVICE AREA ROOM GSF ROOM OCC

210

EXITS

THE LIBRARY

OLF

1 200

147

568

OLF

OCC TYPE

A-2

38 COMMON PATH = 37'-8"

OCC TYPE

A-2

OCC TYPE

A-2

" 11 '-

5 E =1 NC /2" TA 3 1 IS 'NEW EXIT SIGN L D 48 COMMON F AL ER /3 O 60 PATH = 28'-4" 30 OV S: 1 X IT MA EX N /2" 3 1 WEE '48 BET E NC A THE GALLERY T ROOM GSF ROOM OCC DIS 899 60 EXITS OLF OCC TYPE MIN

19 '

-9 "

COMMON PATH = 23'-1"

ROOM GSF ROOM OCC

EXITS

OLF

1 300

OCC TYPE

S-2

DOOR 134

R - 32" P - 66"

TYPE VB 0 0

EXTERIOR NONBEARING WALLS

EXCEPTIONS

TABLE 602

INTERIOR BEARING WALLS

INTERIOR NONBEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

TABLE 602

PROJECT NO.: 14101 DRAWN:

DESCRIPTIO

OCCUPANCY A, B, S-2

X<5

5 >/= X < 10

10 >/= X < 30

X >/= 30

INTERIOR FINISHES:

WALL/CEILING MAXIMUM FLAME SPREAD CLASSIFICATIONS AND RATINGS (SECTION 803.9, TABLE 803.9) EXIT ENCLOSURES AND EXIT PASSAGEWAYS:

CLASS C

CORRIDORS:

CLASS B

ROOMS AND ENCLOSED SPACES:

CLASS C

FLOOR FINISH (SECTION 804)

A-2

EXIT ENCLOSURES AND EXIT PASSAGEWAYS AND CORRIDORS : MINIMUM CRITICAL RADIANT FLUX: Class II (804.4.1) IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH ASTM STANDARD E 648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662.

1 PLUMBING FIXTURE COUNT TABLE 29-A OCCUPANCY/

OCCUPANT

WATER CLOSETS

AREA

LOAD

MALE

11,200 SF

PROVIDED:

373

FEMALE

MALE

DRINKING FOUNTAINS

DATE:

FEMALE

L RP FO VIE RE

URINALS

4 3

LAVATORIES

NOT REQUIRED

REPRODUCTION OF THIS DRAWING IS EXPRESSL OF C2K ARCHITECTURE INC. THIS DRAWING IS O POSSESSION THEREOF CONFERS OR TRANSFER OF THIS DRAWING OR ANY TECHNICAL INFORMAT THIS DRAWING OR PART THEREOF, WITHOUT THE

PERMIT SET

WC A-2

1 Level 1 AG01 1/8" = 1'-0"

Author

08 APR 201 PERMIT SE REVISION:

TYPE VB CONSTRUCTION

DISTANCE = X (FEET)

2 EQUIPMENT

BUILDING ELEMENT STRUCTURAL FRAME EXTERIOR BEARING WALLS

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (HOURS)

MIN

DIS TA 59' NC 11 " E BE MA TW X O VE EE THE STATION R N EX ALL ROOM GSF ROOM OCC ITS 1277 DIS 86 :1 EXITS OLF OCC TYPE TA /3 2 15 A-2 OF NCE 59 '11 "=

(E) EXIT SIGN

ROOM GSF ROOM OCC

EXITS

R - 32" P - 41"

ROOM GSF ROOM OCC

1 200

TABLE 601

DOOR

SERVICE AREA EXITS

27 E 5TH A OR

FIRE RESISTIVE BUILDING ELEMENTS

SHEET TITLE:

CODE ANALYSIS

AG0 SHEET NO.:

4/8/2014 1:18:31 PM

SILVERY TOWERS

san jose, CA

C2K Architecture is designing the Silvery Towers Apartments on behalf of KT Properties. The development is located in downtown San Jose. It will feature two high-rise towers and a retail podium that will extend the San Pedro Square arts and entertainment district.The site is located next door to the historic Peralta Adobe and Fallon House. In an effort to highlight and integrate with these much smaller structures, where new meets old the St. Jamesâ&#x20AC;&#x2122; 20- and 22-story towers will be tempered by intimate courtyards. The $200 million project will bring 1,100,000 square feet of apartments, retail, and parking to San Joseâ&#x20AC;&#x2122;s revitalizing downtown. We anticipate its completion in 2016.

30" MIN

18"

MIN

34" MAX

29" MIN

30" MIN

9" CLEAR

48" MIN

X ≥ 15"

32" MIN 60" MIN CLEAR

60" MIN

36" MIN 24" MIN

POST-MOUNTED OBJECTS AT CIRCULATION PATHS, MAINTAIN CLEARANCES SHOWN

ALL OTHER LOCATIONS

7'-6"MIN

PARKING & LAUNDRY AREAS

80" CLEAR TO PROJECTIONS

X > 12"

7'-0" MIN AT KITCHENS, BATRHOOMS, STORAGE

80" MIN

X > 12"

X > 27"

12" MAX

27" MAX

27" - 80"

44" MAX

A.F.F.

12" MAX

36" MIN

60" MIN

4" MAX

X ≥ 24"

LINE OF CEILING

SIL TOW 180 ST.

CORRIDOR WIDTHS

190 WE

OBJECTS ABOVE 27" AND BELOW 80" ABOVE THE FINISHED FLOOR

STRE SAN

SWITCH

CONTROL PANEL LOCATION IN SHOWER COMPARTMENTS FIGURE 11B-608.5.2, 608.5.3

OUTLET

FEC

2 1/2" MIN 72" MIN

2 1/2" MIN

BASELINE OF LOWEST BRAILLE, 48" MIN

CHARACTERS

UNOBSTRUCTED REACH

1/2" MAX

1/4" MIN 1/4" MIN

BEVELED CHANGE IN LEVEL

A.F.F. FOR STANDING PERSONS

A.F.F.

DRINKING SPOUT

5" MAX 38" - 43"

15" MIN 5" MAX

36" MAX

46" MAX

34" MAX

48" MAX

>10"-24" MAX

DRINKING FOUNTAIN SPOUT LOCATION FIGURE 11B-602.5

REPRODUCTION OF TH OF C2K ARCHITECTUR POSSESSION THEREO OF THIS DRAWING OR THIS DRAWING OR PAR

44" MAX

> 20"-25" MAX

48" MAX

15" MAX 48" MAX

SOAP DISH

BASELINE OF HIGHEST RAISED CHARACTER, 60" MAX

60" MAX

CHARACTERS

48" MIN

MORE THAN 40 LBS.

60" A.F.F.

3'-6" A.F.F.

48" MAX

WALL MOUNTED DEVICES AND APPLIANCES FIGURE 11B-308

1/4" MAX

X < 80" 40" MAX

48" MAX

40"-48"

A.F.F.

COAT HOOK

34" MAX

15" MIN

48" MAX

10" MAX

OBSTRUCTED HIGH REACH

20" MAX

2 1/2" MIN

TACTILE SIGN CHARACTERS

MAX

27"

1 1/2" MIN 12" MIN

T.O. GRAB BAR

33"-36"

44" MAX

17"-19"

19"

MANUAL CONTROLS

30" MIN

ALTERNATIVE ROLL-IN TYPE SHOWER COMPARTMENT

48" MAX

SIDE WALL

40" MAX

SHELF

LEVEL 1 ........... . .. ..... .. .

15"

BACK WALL

REINFORCEMENT

TOWEL FIXTURE

MEDICINE CABINET

COMMON USE AREAS

OBSTRUCTED/UNOBSTRUCTED SIDE REACH FIGURE 11B-308.3.1, 308.3.2

RESTROOM ACCESSORY MOUNTING HEIGHTS

MIN

BACK WALL STANDARD ROLL-IN TYPE SHOWER COMPARTMENT

MIRROR

DRINKING SPOUT

10"

LOWEST SHELF

REVISION:

VERTICAL CHANGE IN LEVEL

VERTICAL CLEARANCE FIGURE 11B-307.4

MAX

HIGHEST OPERABLE PART B.O. REFLECTIVE SURFACE

CHANGE IN LEVEL

PROJECTING OBJECTS

REAR WALL GRAB BAR

DRAWN: DATE:

UNOBSTRUCTED REACH

17"-19" REINFORCEMENT

GRAB BAR

PROJECT NO

MINIMUM CORRIDORS WIDTH

NOTE: PROVIDE BARRIER AT LOCATIONS WHERE OVERHEAD CLEARANCE IS LESS THAN 80"

TRANSFER SIDE

FLUSH CONTROL

SIDE WALL GRAB BAR

48" MAX

6" MAX

17"-19" REINFORCEMENT

39"-41"

48" MAX

6" MAX

SEAT IN FOLDED POSITION 27" MAX CONTROLS 19" MIN

CONTROLS 15" MAX

39"-41"

33"-36"

SEAT

48" MAX 39"-41"

6" MAX

24" MIN

MOUNTING HEIGHTS

DISPENSER 27" MAX 19" MIN

TP BELOW GRAB BAR

7"-9"

40 LBS. OR LESS

15"-16" 2 1/2" MAX

EXTENT OF SEAT FIGURE 11B-610.3, 610.3.1, 610.3.2

CONTROLS

12" MIN T.O. SEAT

MIN

7"-9"

24" MIN

L-SHAPED SHOWER SEAT

SEAT IN FOLDED POSITION

12" MAX

EE TO HANDLE

SEAT WALL

COMPARTMENT ENTRY

36" MIN

44" MAX A.F.F.

2 1/2" MAX

COMPARTMENT ENTRY

3" MAX

SEAT WALL

CLEAR CORRIDORS OVER 200 FEET

REINFORCEMENT

54" MIN

T.O. SEAT

44" MIN

60" MIN CLEAR

HEIGHT AND DEPTH OF URINALS FIGURE 11B-605.2

MIN MIN

PLAN VIEW

14"-15" 1 1/2" MAX

1 1/2" MAX

3" MAX

SEAT WALL

PROTRUDING OBJECTS FIGURE 11B-307.2, 307.3

GRAB BARS AND TOILET ACCESSORIES FIGURE 11B-605.2, 11A-9B

22"-23"

RECTANGULAR SHOWER SEAT

CLEARANCES AT DOORS IN SERIES AND GATE IN SERIES FIGURE 11B-404.2.4.6

CLEAR WIDTH OF ACCESSIBLE ROUTES FIGURE 11B-403.5.1, 403.5.2

30"

CLEAR

STALL TYPE 48"

REINFORCEMENT

SHOWER COMPARTMENT GRAB BARS, SIZE, AND CLEARANCE FIGURE 11B-608.2.2,608.2.3, 609.3

48" MIN

NOTE: APPLIES TO HINGED OR PIVOTED DOORS AND GATES

12" MAX

ALTERNATIVE ROLL-IN TYPE SHOWER COMPARTMENT

NOTE: ALL GRAB BARS CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN - 2" MAX AND SHALL NOT BE INSTALLED DIRECTLY ABOVE SEATS, GRAB BARS TO BE MOUNTED BETWEEN 33" AND 36" MEASURED FROM FINISHED FLOOR TO GRIPPING SURFACE.

15"-16"

36" MIN 12" 24"

42" MIN 54" MIN

STANDARD ROLL-IN TYPE SHOWER COMPARTMENT

48" MIN

CLEAR WIDTH FOR TWO WHEELCHAIRS

13 1/2" MIN

WALL HUNG TYPE

SINGLE-ACCOMMODATION TOILET FACILITY

6" MAX

42" MIN

DOOR WITH CLOSER AND LATCH

CLEARANCES AT RECESSED DOORS AND GATES FIGURE 11B-404.2.4.3

T-SHAPED SPACE TURNING SPACE

4" MAX 44" MAX

56" MIN 12"

MAX

13 1/2" MIN

DOOR PERMITED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE

60" MIN

NOTE: SEE GRAB 18" MIN BAR AND TOILET ACCESSORIES, MANEUVERING CLEARANCES AND DOOR AND GATES FOR CLEARANCES.

36" MIN

24" MAX

60" MIN

PROTRUDING OBJECT CLEARANCES

CLEAR FLOOR SPACE

36" MIN FRONT WALL 60" MIN

60" MIN

NOTE: APPLIES TO RECESSES OVER 8" DEEP ONLY

BACK WALL

36" MIN

SIDE 6" MAX WALL

CLEAR

6" MAX

36" MIN

30" MIN

BACK WALL

CONTROL PANEL ABOVE GRAB BAR

SIDE WALL

CONTROL PANEL ABOVE GRAB BAR SIDE WALL

6" MAX SIDE 6" MAX WALL

18" MIN AT INTERIOR

32" MIN

48" MIN

CONTROL PANEL LOCATION IN BATHTUB FIGURE 11B-607.5

X>8

CLEAR

60" MIN

48" MIN

CLEAR

24" MIN AT EXTERIOR SIDE OF EXTERIOR DOORS

FO DOOR

32" MIN FO DOOR

32" MIN

60" MIN

4" MAX

60" MIN 17"-18"

48" MIN

CLEAR WIDTH FOR SINGLE WHEELCHAIR

FLUSH CONTROLS

REINFORCEMENT

12" MIN

WHEEL CHAIR TURNING SPACE FIGURE 11B-304.3.2

SHOWER CLEARANCES

PULL SIDE

12" MIN

PLAN

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIGURE 11B-604.8.1.4

R EA CL

CLEARANCES AT OPENINGS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS FIGURE 11B-404.2.4.2

PUSH SIDE

ELEVATION ADULT

36" MIN

36" MIN X < 48"

24" MAX

6" MIN

ALIGN

SEAT

IN "M 60

STOP OR LATCH APPROACH

17" MIN, 18" MAX

17" MIN, 18" MAX HEAD END WALL

15"-16"

CLEAR

12" MIN

IN "M . 5'-0 DIA

48" MIN MANEUVERING SPACE

9" MIN

17"-19" A.F.F. 33"-36"

24" MAX

42" MIN X < 48"

PARALLEL APPROACH

MANEUVERING CLEARANCE IN AN ALCOVE FIGURE 11B-304.3.2 60" MIN

PARTITION

32" MIN

32" MIN POCKET OR HINGE APPROACH

42" MIN X = ALCOVE DEPTH

6" MIN

INSIDE WC

48" MAX

42" MIN

FO DOOR

42" MIN

CONTROL END WALL ALIGN

60" MIN 36" MIN X = ALCOVE DEPTH

DOOR SWING IN

FIGURE 11B-604.8.1.1.3

GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS FIGURE 11B-607.4.2, 610.2

24" MIN

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE

60" DIAMETER TURNING CIRCLE ALIGN PLAN

ELEVATION

SIDE APPROACH DOORWAY WITH NO DOOR ONLY

FRONT APPROACH

24" MIN GRAB BAR

12" MAX

MANEUVERING SPACE WITH END-OPENING DOOR

12" MIN

CLEAR

12" MAX

CLEAR FLOOR SPACE FIGURE 11B-305.3

FORWARD APPROACH

BACK WALL

15"-16"

SPACE

15" MIN

CONTROL END WALL 24" MIN

12" MAX

27" MIN

6 1/2" MAX SINK DEPTH 34" MAX

27" MIN

17" MIN, 18" MAX

AT SINKS

HEAD END WALL

24"

REINFORCEMENT

42" MIN

FO DOOR

32" MIN

X>8

HEAD END WALL 48" MIN

ALIGN PLAN

36" MIN

48" MANEUVERING

DOOR SWING OUT

GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 11B-607.4.1

LATCH-SIDE APPROACH

CLEAR

15" MAX

BACK WALL

ELEVATION

32" MIN

48" MIN MANEUVERING SPACE

CLEARANCE

56" MIN AT

ACCESSIBLE ROUTES PLAN

TOE CLEARANCE FIGURE 11B-306.3

WALL-MOUNTED W.C.

HEAD END WALL

8"-10"

CLEAR

12" MAX CONTROL END WALL 24" MIN

FO DOOR

17"-19" A.F.F.

SEAT

SEAT 48" MIN

I did not see this in the code 11B607.4...what section did you find this? 48" LONG MAX

15" MIN

32" MIN

CLEARANCES AT SWINGING DOORS AND GATES FIGURE 11B-404.2.4.1

CLEARANCE

56" MIN AT WALL-MOUNTED W.C.

17"

REINFORCEMENT 12" MAX

33"-36"

60" MIN

FO DOOR

Y OR

44" MIN

CLEARANCE FOR BATHTUBS FIGURE 11B-607.2

24" MIN

Y = 48" MIN IF DOOR HAS A CLOSER.

FO DOOR

FLOOR-MOUNTED W.C.

5. ALL CABINETS BENEATH LAVATORY SHALL BE REMOVABLE OR OPENABLE TO PROVIDE THE REQUIRED UNOBSTRUCTED KNEE AND TOE SPACE, SEE CBC 2013, CHAPTER 11A, SECTION 1134A.8, ITEM 4.

19" MIN AT SINKS BUILT-IN DINING AND WORK SURFACES PLAN

ELEVATION

PERMANENT SEAT FORWARD APPROACH

48" MIN

17" MIN

6" MAX

59" MIN AT

ARCH

107 SE SUITE 7 PORTLA 503 44

4. PROVIDE REINFORCEMENT FOR FOLDING SEATS AT ALL RESIDENTIAL SHOWERS FOR ADA ADAPTABILITY. FOLDING SEATS TO BE INSTALLED IN COMMON USE FACILITIES ONLY.

19" MAX AT LAVATORY

DOOR SWING IN

59" MIN AT

3. REINFORCEMENT AT GRAB BARS, FASTENERS, AND SEATS SHALL BE STRONG ENOUGH TO WITHSTAND A VERTICAL OR HORIZONTAL POINT LOAD OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, SEAT, OR OTHER MOUNTING DEVICE.

PLAN

25" MAX

LENGTH OF TUB

REMOVABLE IN-TUB SEAT FORWARD APPROACH

32" MIN

48" MIN

CONTROL END WALL

HEAD END WALL 48" MIN

LENGTH OF TUB

HINGE-SIDE APPROACH PULL SIDE

FO DOOR

ELEVATION AT LAVATORY

4" MAX

MANEUVERING SPACE WITH SIDE-OPENING DOOR FIGURE 11B-604.8.1.1.2

12" MIN

CLEAR

C:\Revit_Local\13113-ST JAMES SITE-CENTRAL_lcarlisle.rvt

34" CLEAR

MAX

FO DOOR

CLEAR

2. APPLY 11A DIAGRAMS IN LIEU OF 11B DIAGRAMS AT PRIVATE UNIT USE AREAS, WHICH CONSIST OF AREAS LIMITED EXCLUSIVELY TO OWNERS, RESIDENTS, AND THEIR GUESTS.

SIDEWALL

11" MIN

ELEVATION

1. THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS AND REGULATIONS FOUND IN CBC 2013, CHAPTER 11A AND 11B. THEY ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION THAT APPLY TO THIS PROJECT. REFER TO THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN MANUAL FOR ADDITIONAL INFORMATION.

KNEE CLEARANCE FIGURE 11B-306.3

4" MAX

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE

NOTES 1:6 MAX REDUCTION 25" MAX

8" MIN

11" MIN

60" MIN

DOOR SWING OUT

19" MIN AT DINING AND WORK SURFACES 8"MIN 1:6 MAX REDUCTION

32" MIN

PUSH SIDE

X>8

CONTROL END WALL

HEAD END WALL

CONTROL END WALL CONTROL END WALL

36" MIN

X= 48" MIN WHEN DOOR HAS A CLOSER AND A LATCH

6/2/2014 5:18:50 PM

36" MIN WHEN DOOR SWINGS IN

56" MIN AT WALL-MOUNTED W.C.

BACK WALL

FO DOOR

60" MIN

44" MIN

22" MIN

32" MIN

PERMANENT SEAT PARALLEL APPROACH

BACK WALL PULL SIDE

PUSH SIDE

CLEARANCE

60" MIN

CLEARANCE

34" CLEAR

FRONT APPROACH

CLEAR

22" MIN

56" MIN AT WALL-MOUNTED W.C.

12" MIN

PUSH SIDE

24" MIN

FLOOR-MOUNTED W.C.

LENGTH OF TUB

REMOVABLE IN-TUB SEAT PARALLEL APPROACH

X= 12" MIN WHEN DOOR HAS A CLOSER AND A LATCH

LENGTH OF TUB

59" MIN AT FLOOR-MOUNTED W.C.

60" MIN

FO DOOR

32" MIN

59" MIN AT

30" MIN

CLEAR

BACK WALL

30" MIN

18" MIN AT ALL OTHER LOCATIONS

32" MIN

60" MIN

0" OR X

FO DOOR

48" MIN

24" MIN EXTERIOR SIDE OF EXTERIOR DOORS

MANEUVERING CLEARANCES

WATER CLOSETS AND URINAL CLEARANCES

BACK WALL

17" MIN, 18" MAX

NOTE: CLEARANCES APPLIES TO PUBLIC USE AREAS AND FACILITIES. PUSH SIDE PULL SIDE

MIN

BATHTUB CLEARANCES

DOORS AND GATES

OBSTRUCTED HIGH REACH

OBSTRUCTED/UNOBSTRUCTED FORWARD REACH FIGURE 11B-308.2.1, 308.2.2

SHEET TITLE

CODE A

G1 SHEET NO.:

ELEVATOR VISIBLE HALL SIGNALS

6/2/2014 5:18

4 37' - 6"

TO CENTER OF RIGHT OF WAY

0 A

7 DOOR R - 32" P - 70"

DOOR R - 35" P - 70"

7.8

8.6

DOOR R - 32" P - 70"

DOOR R - 34" P - 34"

169

OLF

DOOR R - 32" P - 70"

OCC TYPE

RETAIL

5842

OLF

195 M

25%

STORAGE 417

OLF

1 300

OCC TYPE

S-1

2961

OLF

FROM LEVEL 2

235

OLF

1 300

FROM LEVEL B1

OCC TYPE

S-2

FOOD COURT

4536

EXITS

OLF

303

OCC TYPE

A-2

WASTE

1142

OLF

1 300

FROM LEVEL 2

75%

DOOR R - 32" P - 70"

ROOM GSF ROOM OCC EXITS

198

OCC TYPE

A-2

FROM LEVEL B1

12'-6" TO ERTY PROP LINE

OLF

TO PROPERTY

25%

5'-0"

139

237

ROOM GSF ROOM OCC

100 91

15'-0"

DOOR R - 47" P - 48"

OCC TYPE

ROOM GSF ROOM OCC EXITS

52 '3 11/1 IS 7 6" TA 4 NC ' - 0 E "M BE A T W X. EE OVE N R EX AL 99 IT L D S IS 1/3 T O ANC F 74 E '0" = 22 '-1RESTAURANT "

45%

338

1 300

EXITS

ROOM GSF ROOM OCC

10'-3"

ARCHITEC

1645 NW HOY PORTLAND OR 503 444 2200

DOOR R - 32" P - 34"

ROOM GSF ROOM OCC

ELECTRICAL EXITS

177

OCC TYPE

ROOM GSF ROOM OCC

FIRE COMMAND

ROOM GSF ROOM OCC EXITS

EXITS

DOOR R - 32" P - 34"

C 99

75%

EXITS

B NO LIMIT

DOOR R - 32" P - 70"

1 100 B M LE AX VE OC LS CU B1 PA & NT 2 S CO F M RO BIN M ED

16 A

ROOM GSF ROOM OCC

177

B.2

LOBBY

3543

11.9

DOOR R - 32" P - 70"

LINE

15%

OCC TYPE

S-1

CITY OF SAN JOSE PBCE

FIRE LIFE SAFETY LEGEND

EA POD

2-HOUR RATED ENCLOSURE

DOOR R - 40" P - 40"

OCCUPANTS FROM LEVEL 4

1-HOUR RATED CORRIDOR EXIT FIXTURE, DOUBLE FACED, DIRECTION OF ARROW(S) AS SHOWN.

200

EXIT FIXTURE, SINGLE FACED, DIRECTION OF ARROW(S) AS SHOWN.

F.7 182

FEC

DOOR R - 32" P - 70"

WE POD

FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET-MTD

KEY P

1-HR SEPARATION

2-HR SEPARATION

PARKING

35599

OLF

2 200

LIFE SAFETY SUMMARY TAG

200 5

ROOM GSF ROOM OCC EXITS

178

SILVE TOWE

PATH OF EGRESS

DOOR R - 40" P - 40"

10' - 3" TO PROPERTY LINE

OCC TYPE

S-2

DOOR R - 40" P - 40"

OCCUPANTS AT OCCUPANCY EXIT

TOTAL OCCUPANTS AT EXIT DISCHARGE

TOTAL OCCUPANTS IN AREA

DOOR R - 37" P - 40"

200

MINIMUM REQUIRED EGRESS WIDTH

SAN JOSE

PROVIDED (CLEAR) EGRESS WIDTH EGRESS WIDTH IS CALCULATED BASED ON CBC SECTION 1005.1: 0.3" PER OCCUPANT FOR STAIRWAYS AND 0.2" PER OCCUPANT FOR OTHER EGRESS COMPONENTS

40' - 0" TO CENTER OF RIGHT OF WAY

PC 14-01169 H13-041 PROJECT NO.: 13113

CODE - FLS SCHEDULE - LEVEL 1 MECH

DOOR R - 40" P - 40"

NAME

ROOM GSF ROOM OCC

3002

200

EXITS

OLF

1 300

S-2

ELECTRICAL ELECTRICAL FIRE COMMAND FIRE COMMAND FOOD COURT LEASING OFFICES LOBBY LOBBY MECH MECH MECH PARKING RESTAURANT RETAIL STORAGE WASTE WASTE

RAMP DOWN

MECH

FIRE COMMAND

ROOM GSF ROOM OCC

125

EXITS

251

OLF

1 300

OCC TYPE

S-2

177

FROM LEVEL B1

100

FROM LEVEL 2

OCC TYPE

S-2

ELECTRICAL 129

ROOM GSF ROOM OCC

1039

OLF

OCC TYPE

1 300

EXITS

S-2

WASTE

ROOM GSF ROOM OCC

EXITS

OLF

1 300

OCC TYPE

S-2

1 1 1 1 2 1

2 1 1 1 303 24

300 300 300 300 15 100

S-2 S-2 S-2 S-2 A-2 B

3,543 SF 3,022 SF 125 SF 809 SF 3,002 SF 35,599 SF 2,961 SF 5,842 SF 417 SF 1,142 SF 1,039 SF

1 1 1 1 1 2 2 2 1 1 1

36 31 1 3 11 178 198 195 2 4 4 995

100 100 300 300 300 200 15 30 300 300 300

B B S-2 S-2 S-2 S-2 A-2 M S-1 S-1 S-2

DOOR R - 35" P - 36" FROM LEVEL B1

100

177

OLF

ROOM GSF ROOM OCC

2360

OCC TYPE

EXITS

OLF

1 100

OCC TYPE

MECH

809

EXITS

OLF

1 300

OCC TYPE

S-2

DOOR R - 35" P - 40"

177

ROOM GSF ROOM OCC

4 15

P.7 1 G201

FIRE LIFE SAFETY - LEVEL 1 3/32" = 1'-0"

DOOR R - 32" P - 34"

DOOR R - 32" P - 36"

TO CENTER OF RIGHT OF WAY

33' - 0"

LEASING OFFICES

LOBBY

3022

DOOR R - 35" P - 70"

ROOM GSF ROOM OCC

1 100

FROM LEVEL 2

MAX OCCUPANTS FROM LEVELS B1 & 2 COMBINED

EXITS

6/27/2014 11:26:52 AM

OLF

1 300

ROOM GSF ROOM OCC

M F AX 2 RO O C M C O L C M E U BIN V PA E ED LS NT B1 S &

C:\Revit_Local\13113-ST JAMES SITE-CENTRAL_jlupton.rvt

EXITS

338 SF 129 SF 251 SF 235 SF 4,536 SF 2,360 SF

AREA

Author

DATE:

27 JUNE 2014-06-

REVISION:

DESCRIP

OCCUPANT OCCUPANCY LOAD FACTOR TYPE

OCC TYPE

OCCUPANTS FROM LEVEL 4

OCCUPANT LOAD

16'

32'

RP FO V RE

2014-06-27 CHECK SET

EXITS REQUIRED

DRAWN:

REPRODUCTION OF THIS DRAWING IS EXPR OF C2K ARCHITECTURE INC. THIS DRAWING POSSESSION THEREOF CONFERS OR TRAN OF THIS DRAWING OR ANY TECHNICAL INFO THIS DRAWING OR PART THEREOF, WITHOU

SHEET TITLE:

FIRE LIFE SAF PODIUM

G20 SHEET NO.:

34' - 9"

TO CENTER OF RIGHT OF WAY

7.8

8.6

11.9

B.2

164 POR 503

MIN

40' - 0"

246' . DIST - 5" MAX ANCE BETW OVERA LL DI EEN STAN EXIT CE S: 1/ 3 OF 246'5" =

DOOR R - 34" P - 34"

STAIR R - 51" P - 51"

74'-0 "

169

158

TO CENTER OF RIGHT OF WAY 1

E DOOR R - 32" P - 34"

STAIR R - 47" P - 47"

EAST AMENITY

2994

OLF

50' - 8"

EAST RESIDENTIAL

ELECTRICAL

ROOM GSF ROOM OCC

ROOM GSF ROOM OCC EXITS

17373

200

EXITS

OCC TYPE

A-3

OLF

200

ROOM GSF ROOM OCC

171

OCC TYPE

EXITS

R-2

OLF

OCC TYPE

1 300

S-2

TO PROPERTY

WASTE

LINE

ROOM GSF ROOM OCC EXITS

OLF

1 300

OCC TYPE

R-2

CITY O

FIRE LIFE SAFETY LEGEND

100

2-HOUR RATED ENCLOSURE

138 200

1-HOUR RATED CORRIDOR EXIT FIXTURE, DOUBLE FACED, DIRECTION OF ARROW(S) AS SHOWN.

STAIR R - 61" P - 60"

F.7

EXIT FIXTURE, SINGLE FACED, DIRECTION OF ARROW(S) AS SHOWN.

FEC

FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET-MTD

1-HR SEPARATION

109 147

SPA

2-HR SEPARATION

ROOM GSF ROOM OCC EXITS

OLF

OCC TYPE

A-3

200

STAIR R - 60" P - 60"

S TO

PATH OF EGRESS

LIFE SAFETY SUMMARY TAG 1 M IN

BOCCE COURT

879

EXITS

OLF

.D IST 221' -1 AN 0" CE BE MAX TW OV EE ER N EX ALL DIS ITS TA :1 /3 NC 400 27 OF E 13 EXITS OLF OCC TYPE 22 1'2 15 A-3 10 "=

OUTDOOR AMENITY

TERRACE

ROOM GSF ROOM OCC

6235

OCC TYPE

EXITS

A-3

OLF

POOL

ROOM GSF ROOM OCC

1892

ROOM GSF ROOM OCC

416

OCC TYPE

A-2

RESTROOM

EXITS

OLF

OCCUPANTS AT OCCUPANCY EXIT

TOTAL OCCUPANTS AT EXIT DISCHARGE

OCC TYPE

A-3

66 '-6 "

OLF

1 300

OCC TYPE

A-2

OUTDOOR STORAGE

ROOM GSF ROOM OCC

139

RESTROOM

EXITS

1 300

ROOM GSF ROOM OCC

EXITS

OLF

1 300

OLF

OCC TYPE

S-2

TOTAL OCCUPANTS IN AREA

DOOR R - 37" P - 40"

ROOM GSF ROOM OCC

EXITS

SPA

ROOM GSF ROOM OCC EXITS

OLF

OCC TYPE

A-3

POOL TERRACE

200

ROOM GSF ROOM OCC

5690

EXITS

OLF

STAIR R - 60" P - 60"

MINIMUM REQUIRED EGRESS WIDTH

PROVIDED (CLEAR) EGRESS WIDTH EGRESS WIDTH IS CALCULATED BASED ON CBC SECTION 1005.1: 0.3" PER OCCUPANT FOR STAIRWAYS AND 0.2" PER OCCUPANT FOR OTHER EGRESS COMPONENTS

380

OCC TYPE

A-2

PC H13

OCC TYPE

A-2

PROJE

109

DRAW

147

DATE:

REVIS

CODE - FLS SCHEDULE - LEVEL 4

STAIR R - 60" P - 60"

NAME

EXITS REQUIRED

OCCUPANT LOAD

879 SF 2,994 SF 17,373 SF

1 2

18 200 87

50 15 200

A-3 A-3 R-2

178 SF 171 SF 400 SF

1 1 2

1 1 27

300 300 15

S-2 S-2 A-3

AREA

OCCUPANT OCCUPANCY LOAD FACTOR TYPE

BOCCE COURT EAST AMENITY EAST RESIDENTIAL ELEC ELECTRICAL OUTDOOR AMENITY OUTDOOR STORAGE POOL POOL TERRACE RESTROOM RESTROOM SPA SPA TERRACE WASTE WASTE WEST AMENITY WEST RESIDENTIAL

15' - 11" TO PROPER TY LINE

200

WEST AMENITY

WEST RESIDENTIAL

ROOM GSF ROOM OCC

2922

EXITS

C:\Revit_Local\13113-ST JAMES SITE-CENTRAL_jlupton.rvt

DOOR R - 32" P - 34"

OLF

ROOM GSF ROOM OCC

16375

195

OCC TYPE

EXITS

A-3

OLF

200

OCC TYPE

R-2

ELEC

ROOM GSF ROOM OCC

178

EXITS

OLF

1 300

OCC TYPE

S-2

WASTE

ROOM GSF ROOM OCC EXITS

OLF

1 300

OCC TYPE

R-2

STAIR R - 47" P - 47" 198 1

158 MIN 241' . DI - 6" STAN MAX CE BETW OVER ALL EEN DIST EXIT ANCE S: 1/ 3O F 24 1'-6" =

169

139 SF

300

S-2

1,892 SF 5,690 SF 61 SF 61 SF 68 SF 68 SF 6,235 SF 81 SF 88 SF 2,922 SF 16,375 SF

1 4 1 1 1 1 4 1 1 2

38 380 1 1 2 2 416 1 1 195 82

50 15 300 300 50 50 15 300 300 15 200

A-3 A-2 A-2 A-2 A-3 A-3 A-2 R-2 R-2 A-3 R-2

1454

DOOR R - 34" P - 34"

72'-4 "

STAIR R - 51" P - 51"

TO MAKE CODE COMPLIANT w/ 51" CLR, ENLARGE CORE 4" IN N/S DIRECTION MIN. WOULD PERFER 6" FOR TOLERANCE

P Q

P.7 1 G204

FIRE LIFE SAFETY - LEVEL 4 3/32" = 1'-0"

TO CENTER OF RIGHT OF WAY

30' - 3"

6/27/2014 11:27:39 AM

2.4

16'

32'

2014-06-27 CHECK SET

144

REPRODU OF C2K AR POSSESSI OF THIS D THIS DRAW

SHEE

FIR POD

SHEE