PROJECT DIRECTORY DRAWING INDEX DRAWING SYMBOLS ...

DOUBLE DETAIL DRAWER DIMENSION

(E) EA. ELEV. EQ. EXH EXP. EXT.

EXISTING EACH ELEVATION EQUAL EXHAUST EXPANSION EXTERIOR

F.A. F.D. FDN. F.G. FIN. FL./ FLR. FLUOR. F.O. FTG. GA. GALV. G.B. G.I. GLB GFRG GSM H.B. H.C. H.D. HDR. HT. INCL. INSUL. INT. JST. JT. L.H. L.H.R. L/S LT. LLI MAX. M.B. MECH. MEMB. MTL. MFR. MIN. MTD. (N) N.I.C. N.T.S. O.A. O.C. OP. OPG. OPP.

GAUGE GALVANIZED GYPSUM BOARD GALVANIZED IRON GLUE-LAMINATED BEAM GLASS FIBER REINFORCED GYPSUM GALVANIZED SHEET METAL HOSE BIB HOLLOW CORE HOLDDOWN HEADER HEIGHT INCLUDE(D) INSULATION INTERIOR

OFFICE STORAGE TOTAL

1:15 NET

93

128 SF

2

A0.00 A0.01

COVER SHEET PROJECT INFORMATION

A1.01

SITE PLAN

83 SF

1:200 GROSS

1

628 SF

1:200 GROSS

4

45 SF

1:100 GROSS

1

121 SF

1:300 GROSS

1

2,391 SF

ARCHITECTURAL DRAWINGS

102

LLI A1.02 TI A1.02 LLI A1.03 LLI A1.04 LLI A1.05 LLI A2.01 LLI A3.01 LLI A4.01 A8.01

LEFT HAND LEFT HAND REVERSE LANDSCAPE LIGHT LANDLORD IMPROVEMENTS MAXIMUM MACHINE BOLT MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MOUNTED

MEP DRAWINGS M0.01 M2.01 M2.02 MT24.1 MT24.2

MECHANICAL NOTES, LEGEND AND SCHEDULES MECHANICAL PLAN- GROUND FLOOR MECHANICAL PLAN- SECOND THRU FLOOR MECHANICAL TITLE 24 MECHANICAL TITLE 24

P0.01 P2.00 P2.01 P2.02

PLUMBING NOTES, LEGEND AND SCHEDULES PLUMBING PLAN- GROUND FLOOR GAS PLAN PLUMBING PLAN- GROUND FLOOR PLUMBING PLAN- SECOND FLOOR

E0.10 E0.20 E0.21 E1.00 E1.10 E2.00

SPECIFICATIONS, ABBREVIATIONS & LEGEND LIGHTING TITLE 24- PART 1 LIGHTING TITLE 24- PART 2 ELECTRICAL PLAN- GROUND FLOOR ELECTRICAL PLAN- SECOND FLOOR LIGHTING PLAN

v

RISER RE-LOCATE(D) ROOF DRAIN RECESSED REGISTER REINFORCED REQUIRED REVERSE RIGHT HAND RIGHT HAND REVERSE REDWOOD RAINWATER LEADER SOLID CORE SMOKE DETECTOR SHEATHING SIMILAR SQUARE SEE STRUCTURAL DRAWINGS

T. T&G TBD TEMP. THK. TI T.O.C. T.O.W. TYP.

TREAD TONGUE & GROOVE TO BE DETERMINED TEMPERED THICK TENANT IMPROVEMENTS TOP OF CURB TOP OF WALL TYPICAL

U.O.N. UHMW

UNLESS OTHERWISE NOTED ULTRA HIGH MOLECULAR WEIGHT POLY-ETHELENE WITH WATER CLOSET WATERHEATER WATERPROOF WELDED WIRE MESH WINDOW WITHOUT WOOD

h

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PROJECT DIRECTORY OWNER

UNIVERSITY OF CALIFORNIA, HASTINGS COLLEGE OF THE LAW 200 McALLISTER STREET SAN FRANCISCO, CA 94102

TENANT

GOLDEN ERA VEGAN RESTAURANT DAVID PHAM, CEO 15891 DEVONWOOD SAN LORENZO, CA 94580 T. 415.994.9591

ARCHITECT

KNUTSON ARCHITECTURE - ERIC KNUTSON 2231 H STREET SACRAMENTO, CA 96816 T. 925.324.0587

PROJECT MANAGER

CMA, INC. KEITH BROWN 455 MARKET STREET SAN FRANCISCO, CA 94105 T. 415.904.0600

MECHANICAL ENGINEER

MHC ENGINEERS, INC. 150 8TH STREET SAN FRANCISCO, CA 94103 CONTACT: JIMMY LI T. 415.512.7141, X 15 F. 415.512.7120

PLAN REVIEW

SHUMS CODA ASSOCIATES 5776 STONERIDGE MALL RD., STE 180 PLEASONTON, CA 94588 CONTACT: DAVID BASSINGER T. 925.463.0651 F. 925.463.0691

NEW NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OPERABLE OPENING OPPOSITE

R. (R) R.D. REC. REG. REINF. REQ'D REV. R.H. R.H.R. RWD. R.W.L.

EK

LANDLORD IMPROVEMENTS: 1st FLOOR PLAN TENANT IMPROVEMENTS: 1st FLOOR PLAN LANDLORD IMPROVEMENTS: 2nd, 7th & 8th FLOOR PLANS LANDLORD IMPROVEMENTS: RCP: CEIL. ATTACHMENTS LANDLORD IMPROVEMENTS: RCP: LIGHTING PLAN LANDLORD IMPROVEMENTS: EXTERIOR ELEVATION LANDLORD IMPROVEMENTS: PATIAL SECTIONS LANDLORD IMPROVEMENTS: INTERIOR ELEVATIONS DETAILS

JOIST JOINT

PLATE PLASTIC LAMINATE PLYWOOD PROPERTY PRESSURE-TREATED

W/ W.C. W.H. W.P. W.W.M. WIN. W/O WD.

COMMERCIAL KITCHEN

1,386 SF

EDFLOOR AREA FLOOR DRAIN FOUNDATION FIXED GLAZING FINISH FLOOR FLOURESCENT FACE OF FOOTING

PL. P-LAM PLY. PROP. P.T.

S.C. S.D. SHT'G SIM. SQ. S.S.D.

FRONT COUNTER

OCCUPANTS

A PORTION OF ASSESSOR'S BLOCK # 347, LOTS 10, 11, 12, 13, 14 & 15 BUILDING ADDRESS: 376 LAR KIN STREET TENANT ADDRESS: 395 GOLDEN GATE AVENUE SAN FRANCISCO , CALIFORNIA

DBL. DET. DWR. DIM.

RESTROOMS

LOAD FACTOR

UC HASTINGS COLLEGE OF THE LAW GOLDEN ERA RESTAURANT

CENTERLINE CLEAR CEILING COLUMN COUNTERSINK COMPOSITION CONCRETE CONTINUOUS CONTRACTOR COLD-ROLLED CHANNEL CERAMIC TILE

ASSEMBLY/ DINING ROOM

AREA

THE

CL CLR. CLG. COL. CSK COMP. CONC. CONT. CONTR. CRC C.T.

BOARD BUILDING BLOCKING BEAM BY OWNER BOTTOM BASE OF WALL BUILT-UP

DRAWING INDEX

OCCUPANT LOAD

FOR

BD. BLDG. BLK'G BM. B.O. BOT. B.O.W. B.U.

ANCHOR BOLT AIR CONDITION ABOVE FINISHED FLOOR APPROVED ARCHITECT ARCHITECTURAL

IMPROVEMENTS

A.B. A/C A.F.F. APP ARCH. ARCH'L

LANDLORD & TENANT

ABBREVIATIONS

DRAWING SYMBOLS FIN. FL. +0'-0"

1

(DRAWING NO.)

A1.01

(SHEET NO.)

1

(DRAWING NO.)

A1.01

(SHEET NO.)

DATUM POINT, DIMENSION POINT

SECTION TAG

DETAIL TAG DATE:

1

(DRAWING NO.)

A1.01

(SHEET NO.)

A

(DRAWING NO.) (SHEET NO.)

B A1.01 D

ISSUE:

1 02.13.14 REVISIONS EXTERIOR ELEVATION TAG

2 02.24.14 PLAN REVIEW SET 1 04.03.14 REVISED BID SET

INTERIOR ELEVATION TAG

PROJECT INFORMATION

C

1

DOOR NUMBER

1

FINISH DESIGNATION- SEE FINISH SCHEDULE, SHT. A0.02

A

APPLIANCE/ EQUIPMENT DESIGNATION- SEE EQUIPMENT SCHEDULE, SHEET A0.02

DATE: SCALE: DRAWN:

12/21/13

N/A ek

A0.01

EK

AREA OF TENANT IMPROVEMENTS

GOLDEN ACCESSIBLE PATH OF TRAVEL

GATE

AVENUE

A

v 5.33

TABLE 24 X 30

n

6.67

TABLE 36 X 36

TABLE 48 X 30

h

TABLE 36 X 36

TABLE 36 X 36

TABLE 24 X 30

TABLE 42 X 30

TABLE 24 X 30

TABLE 48 X 30

TABLE 24 X 30

TABLE 48 X 30

TABLE 48 X 30

TABLE 42 X 30

TABLE 42 X 30

48 X 18

48 X 18

48 X 18

48 X 18

48 X 18

48 X 18

48 X 18

IMPROVEMENTS

FOR

TABLE 48 X 30

(E) 1-HOUR MIN. FIRE RATED DOOR- TYP. (E) 2-HOUR FIRE SEPARATION BETWEEN FULLY SPRINKLED CORRIDOR AND GARAGE @ SOUTH WALL AND CEILING/ SLAB

LANDLORD & TENANT

LARKIN

STREET

(N) ACCESIBLE RESTROOMS (1 WOMEN'S, 1 MEN'S)

DATE: ISSUE:

LEGEND ACCESSIBLE PATH OF TRAVEL

COMMON PATH OF EGRESS

A

(N) ACCESSIBLE ENTRY SIGN PER CBC '13 1143A


TABLE 24 X 30

THE

TABLE 24 X 30


TABLE 48 X 30

1 02.13.14 REVISIONS 1. ACCESSIBLE ROUTE OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE ROUTE OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE ROUTE OF TRAVEL.

2 02.24.14 PLAN REVIEW SET 1 04.03.14 REVISED BID SET

SITE PLAN 0

4

8

12

16

DATE: SCALE: DRAWN:

12/21/13

1/16" = 1'-0" ek

A1.01

EK

REMOVE (E) WINDOW, DOORS & LOUVER & REPLACE W/ (N) WINDOW WALL TO MATCH (E)BREAK-OUT BUDGET ITEM/ ALTERNATE

5.33

6.67

WALL TYPE LEGEND

B

A3.01

A3.01

(E) DEMISING WALL W/ 5/8" TYPE X GYP BD. BOTH SIDES

OCCUPIED

A

NEW SPACE W/ (E) GYP. BD.

FULL HEIGHT I HR. MIN. PER CBC 720.1(2) 3 & 13-1.1

NEW SPACE W/ (N) GYP. BD.

OCCUPIED

1 HOUR MIN.

4

EDGE OF (E) FTG.

A8.01



1 HOUR MIN.

(E) 3 5/8" 25 GA. CARBON STL. STUD DEMISING WALL FACED ON NEW SPACE SIDE W/ 5/8" TYPE X GYP. BD. W/ 1" NO. 6 DRYWALL SCREWS 8" E.N., 12" C.C. F.N., JOINTS STAGGERED FROM OPPOSITE DRYWALL W/ R-19 BATT INSUL. (N) 3 5/8" 25 GA. CARBON STL. STUD WALL W/ 5/8" TYPE X GYP BD. EA. SIDE W/ 1" NO. 6 DRYWALL SCREWS 8" E.N., 12" C.C. F.N., JOINTS STAGGERED FROM OP. DRYWALL- WATER RESIST. GYP. BD. AT WET LOCATIONS

v

A8.01

(N) BATHROOM

8

A

(N) 3 5/8" 25 GA. CARBON STL. STUD WALL W/ 5/8" WATER RESIST. GYP. BD. 1 SIDE W/ 1" NO. 6 DRYWALL SCREWS 8" E.N., 12" C.C. F.N. W/ THIN-SET MORTAR & TILE (T.B.D.)

(N) BATHROOM

21'-8 1/2"

DINING ROOM

(E) GARAGE

(E) HALLWAY

(E) 24" CONC. SHEAR WALL

(N) 5 1/2" 25 GA. CARBON STL. STUD WALL W/ 5/8" WATER RESIST. GYP. BD. 2 SIDE W/ 1" NO. 6 DRYWALL SCREWS 8" E.N., 12" C.C. F.N. W/ THIN-SET MORTAR & TILE (T.B.D.) BOTH SIDES

h

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CONTROL JOINT- TYP.

51'-7"

5'-8 1/2"

C 2'-10 1/2" 44 13'-2"

EDGE OF (E) SLAB

SIEMENS PULL STATION

DRAIN INLET FOR FUTURE MOP SINK

UTIL. CLOS. 1'-4 1/2"

44

1'-0 1/2"

8'-2 1/2"

1

(N) WATER FLOW METER

21'-9 1/2"

2'-0"

ANSUL CAB.

10'-7"

12'-8 1/2"

HOOD CONTROL CAB.

1'-11 1/2"

1

3'-7"

C 8'-2 1/2"

C

7'-5 1/2"

STORAGE

D 1 A C A4.01 B REVERSE

1'-6"

4'-0"

4'-1 1/2"

D 1 C A A4.01 B

C

45

OFFICE

5'-3 1/2"

B

KITCHEN

7'-9"

B

ELECT. SUB PANEL

2'-11"

RESTROOM

5'-0"

RESTROOM

45

SLOPE TO DRAIN- TYP.

1'-6"

45

1'-6"

3'-11 1/2"

9'-11" 5'-7"

RECESSED GREASE TRAP FLUSH W/ F.F.- SEE PLUMB. SCHED., SHT. P0.01

44

2'-5 1/2"

6'-2 1/2"

4'-8"

2'-10"

2'-10" 45

PASS THROUGH

3

2'-0"

2'-0 1/2"

FOR DATA LINES 2

1 29'-10 1/2"

1'-8 1/2"

6'-6" 5'-0 1/2"


FOR IMPROVEMENTS

45

LANDLORD & TENANT

D

FRONT COUNTER AREA

5'-2"


(N) BATHROOM

5'-10 1/2" WALK-IN BY TENANT 4'-0 1/2"

51'-7"

8'-1 1/2"

45

(N) 12" CONC. SLAB W/ 2 LAYERS OF #6 BARS @ 12" C.C. EA. WAYOVER "STEGOWRAP" CLASS A VAPOR BARRIER OVER 6" CR. ROCK

4'-0 1/2"

9 1/2"

5"

10 1/2"

36'-1 1/2"

44

44

NOTE: ALL NEW GYP. BD. WALLS TO BE TAPED & TROWELED

THE

4'-9 1/2"

2'-1"

11'-1" 7'-3 1/2"

16'-10"

4'-0 1/2" 3'-9 1/2"

28'-2"

21'-3 1/2" DATE: ISSUE:

1 02.13.14 REVISIONS 2 02.24.14 PLAN REVIEW SET 1 04.03.14 REVISED BID SET

A A3.01

(E) 2-HOUR FIRE SEPARATION @ CORRIDOR SOUTH WALL & CEILING/ SLAB

B A3.01 1

LANDLORD IMPROVEMENTS: FLOOR PLAN DATE: SCALE: DRAWN:

12/21/13

1/4" = 1'-0" ek

LLI A1.02

EK (N) GALV. SHT. MTL. CAP

3'-5" 2'-2"

(N) GFRC PANEL- STANDARD FINISH: MED. TO HEAVEY SANDBLAST- TYP.

(N) STL. BOLLARD TO MATCH (E)- TYP.

2 HR. DUCT CHASE: STEEL STUDS .060" THICK, 4" DEEP @ 16" C.C.W/ 1/2" GFRC@ EXT. SURFACE W/ FLEX ANCHORS @ 24" O.C W/ 5" LEG WELDED TO STUDS W/ 2-1/2" LONG FLARE BEVEL WELD & 4" FOOT ATTACHED TO GFRC SKIN W/ 5/8" THICK GFRC BONDING PADS THAT EXTEND 2 1/2" BEYOND FLEX ANCHOR FOOT ON BOTH SIDES. INTERIOR SURFACE TO HAVE 2 LAYERS OF 1/2" TYPE X GYP. WALLBD. W/ FIRST LAYER ATTACEHD W/ 1" TYPSE S BUGLEHEAD SCREWS @ 24" C.C., SECOND LAYER ATTACHED W/ 1 5/8"TYPE S SCREWS @ 12" C.C. CAVITY TO BE FILLED W/ 5" OF 4 PCF MENERAL FIBER BATTS. GFRC TO HAVE 1 1/2" RETURNS PACKED W/ MINERAL FIBER AND CAULKED ON THE EXTERIOR. PER CBC 2013 TABLE 721.1(2) 15-1.10

NOTE: VERTICAL GREASE FLUE & CHASE TO BE BREAK-OUT BUDGET ITEMS

(E) STL. BOLLARD (N) GREASE VENT- SEE MECH. (E) FULL-HEIGHT CHAIN LINK ECLOSURE W/3'-0" GATE CONCRETE HOUSEKEEPING PADS & 12" SQUARE DECK KNOCK-OUT FOR FUTURE T.I. SPACES ON GROUND LEVEL (TYP, @ 3 LOCATIONS) SEE

11 (E) 20"x40" BLOCKOUT - NO MODIFICATION OF OPENING TO BE PERMITTED- TRANSITION DUCT AS NEC. TO SLAB BLOCKOUT ABOVE

A8.01 (E) CONC. GUARD RAIL/ BM.

v

h

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9 A8.01

8th FLOOR (N) FAN IN FRONT

NORTH ELEVATION (SOUTH SIM.)

EAST ELEVATION (WEST SIM.)

PARTIAL SECOND FLOOR PLAN FLOORS THREE THROUGH SIX SIMILAR

3/8" = 1'-0"

3/8" = 1'-0"

(N) GREASE VENT CHIMNEY 10' MIN. ABOVE ROOF DECK 12" MIN. RELOCATE (E) F.E. NOTE: VERTICAL GREASE FLUE, CHIMNEY & RELATED EQUIPMENT & ASSEMBLIES TO BE BREAK-OUT BUDGET ITEMS

(N) GATE

(E) LIGHT STANDARD- VERIFY HT. IN FIELD

(N) BOLLARD TO MATCH (E) (N) 8' CHAIN LINK FENCE- PRIVACY LINK "INDUSTRIALLINK" W/ PRIVACY SLATS

(N) CYCLONE FENCING

21'-9"

(N) GREASE VENT CHIMNEY- 16 GA. X 6" STL. STUDS W/ 1/2" APA 24/16 @ BOTH FACES SCREWED W/ "GRABBER" WAFER HEAD PILOT POINT 10 X 1 5/8" @ 12" C.C. W/ 1/2" GFRC @ EXT. SURFACE (N) VENT CHASE FROM BELOW

(E) CONC. WALL/ GUARDRAIL

(N) VENT FAN

NOTE: ALL EXPOSED VENT FAN AND DUCTING TO BE COATED W/ SHERWIN WILLIAMS "POLYSILOXANE XLE-80" SILOXANE EPOXY COATING

(E) PARKING DECKS

3'-5" 9

(N) BOLLARD TO MATCH (E)

A8.01

(N) GREASE VENT FROM BELOW

10 3'-5"

6'-0" MIN.

(E) LIGHT STANDARD 26" SQ. OPEN MIN.

LANDLORD & TENANT

CHIMNEY ELEVATIONS

IMPROVEMENTS

FOR

A8.01


10


THE

7th FLOOR

A8.01

11 A8.01

NOTE: VERTICAL GREASE FLUE, CHIMNEY & RELATED EQUIPMENT & ASSEMBLIES TO BE BREAK-OUT BUDGET ITEMS

DATE: ISSUE:

1 02.13.14 REVISIONS 2 02.24.14 PLAN REVIEW SET

PARTIAL SEVENTH/ EIGHT FLOOR ELEVATION

PARTIAL SEVENTH/ EIGHTH FLOOR PLAN

3/8" = 1'-0"

3/8" = 1'-0"

1 04.03.14 REVISED BID SET

LANDLORD IMPROVEMENTS: PARTIAL FLOOR PLANS & ELEVATIONS DATE: SCALE: DRAWN:

12/21/13

1/4" = 1'-0" ek

LLI A1.03

EK

NOTE: MAKE-UP AIR INTAKE LOUVERS, PLENUM, DUCTING, AIR CONDITIONER & FAN TO BE BUDGET BREAK-OUT ITEMS (N) OPEN LOUVERS @ EXTERIOR SOFFIT BY LANDLORD

5.33

6.67

(E) OPEN LOUVERS ABOVE 7' ENTRY DOORS A

B

A3.01

A3.01

J

5'-0"

6'-7"

J

v (N) 12" X 60" MAKE-UP AIR DUCT

(N) MAKE-UP AIR INTAKE JPLENUM BY LANDLORD

5'-0"

1'-9"

J

(N) LIGHTING TRACK BY TENANT (E) CONC. CEILING @ 10'-10" A.F.F.- V.I.F.

1

J

J (N) FUTURE WALK-IN BY TENANT

(N) JUNCTION BOX BY LANDLORD- TYP.

J

LANDLORD- TYP.

J

J

SUPPLY LN.

(N) FUTURE T-BAR SUSPENDED CEILING @ MAX. HT. A.F.F. @ KITCHEN BY TENANT

J

(N) PAINTED GYP. BD. CEILING @ 8'-6" A.F.F. BY LANDLORD

J

J

LANDLORD & TENANT

J

IMPROVEMENTS

FOR

J

J


THE

SUPPLY LN.

J

n


J

h

(N) ELECT. PANEL

J J

(E) ELCT. CONDUITS TO OTHER TENNANT- TYP.

J J

J

J

(N) FUTURE EXHAUST HOOD BY TENANT

(E) CORRIDOR (N) 18" X 26" HOOD EXHAUST DUCT DATE: ISSUE:

1 02.13.14 REVISIONS 2 02.24.14 PLAN REVIEW SET 1 04.03.14 REVISED BID SET A

B

A3.01

A3.01

NOTES: 1) CEILING SLAB IS POST TENSIONED CONCRETE THEREFORE ALL ATTACHMENTS MUST BE SCANNED/ RADIOGRAPHED TO AVOID STRUCTURAL TENDONS. 2) VERIFY CONDUIT RUNS & FINAL J-BOX PLACEMENTS W/ LIGHTING PLAN. CONDUITS AND J-BOXES TO BE LOCATED AS NECESSARY, BUT IN ORDERLY, ORGANIZED FASHION; PARALLEL RUNS TIGHT TO CEILING, ELIMINATE UNNECESSARY/ REDUNDANT UNITS, GANG SERVICE AS POSSIBLE.

LANDLORD IMPROVEMENTS: REFLECTED CEILING PLAN SHOWING CEILING ATTACHMENTS

DATE: SCALE: DRAWN:

12/21/13

1/4" = 1'-0" ek

LLI A1.04

EK 5.33

6.67

TO SIGNAGE

TO SIGNAGE

TO SIGNAGE

F

C

v

B C

h

n

C 12" X 60" MAKE-UP AIR DUCT

MAKE-UP AIR PLENUM

C

C

C

B C

C


THE

B

C

C

C

C

B

G3 A

B

A

LIGHTING/ ELECTRICAL LEGEND

B

C

C

NOTE: ROUGH ELECTRICAL BY LANDLORD INCLUDING BUT NOT LIMITED TO TRANSFORMER, PANEL, BREAKERS, J-BOXES, SWITCH BOXES, CONDUIT RUNS & WIRE PULLS FINISH ELECTRICAL INCLUDING BUT NOT LIMITED TO OUTLETS, LIGHTING FIXTURES & LIGHTING CONTROLS BY TENANT G1 OS

G3

B

G3

3

B

SINGLE POLE SWITCH OCCUPANCY SENSOR SWITCH LEVITON ODS15-1DW- WHITE SINGLE 3-WAY SWITCH DUPLEX RECEPTACLE

G1 G3 C

G3

SPECIAL PURPOSE RECEPTACLE 220 V COFFEE GRINDERS- VERIFY NEMA CONFIGURATION

C A

SURFACE MOUNT UTILITY 23 W CFL BULBED FIXTURE T.B.D.

B

RECESSED CEILING FIXTURE5" ELCO EL5LVICA W/ MR16 BULB 25W MAX. OR EQIV.

C

MONOPOINT PENDANT 23 W CFL BULBED FIXTURE TRACK/ RAIL SYSTEM T.B.D.

C

C OS

OS

C G3

G3

IMPROVEMENTS

B C

LANDLORD & TENANT

B

FOR

1


C

A

B C

B

HOOD CONTROL CAB.

C A

B

ANSUL CAB. G4

G3

G3

MONOPOINT LED PENDANT 5 W BULBED FIXTURE TRACK/ RAIL SYSTEM T.B.D.

D

LED PENDANT 12 W BULBED FIXTURE TRACK/ RAIL SYSTEM T.B.D.

E

A

B

F

EXIT SIGN- BY LANDLORD LITHONIA EDGE LIT ON CLEAR ACRYLIC W/ WHITE END CAPS AND MOUNTING BRACKETS TO BE LIGHTED AT ALL TIMES OF OCCUPATION

G4 F

WALL MOUNTED LENSED FLUORESCENT, DOWNLIGHT 1 LAMP 32 WATT T8, 4'-0" LENGTH DAMP LOCATION, LENSED NULITE DWM-2-32-TB-UNV-IS-N-WH-DL

G1

FLUSH CEILING GRID- MOUNTED FLUORESCENT 3 LAMP, 2' X 4', 86 W

G3

CEILING HUNG LENSED FLUORESCENT 1 LAMP 28T5, 4'-0" LENGTH, LENSED NULITE DH2-28T5-UNV-IS-N-LAC-LV1, 32 W

G4

UNDERCOUNTER HALO STRIP/ UNIT LIGHTING JS LED 12 V JE-OO4W04 OVER- CANOPY HALO STRIP/ UNIT LIGHTING 21" 13 W CONTINUOUS T5 MINI WARM WHITE BI-PIN FLOURESENT TUBES EXHAUST FAN CEILING MOUNTED J

JUNCTION BOX CEILING MOUNTED

K

TRANSFORMER CEILING MOUNTED WAC LM-EN12-300M 12V 300W BN

1

DATE: ISSUE:


LANDLORD IMPROVEMENTS: REFLECTED CEILING PLAN SHOWING SWITCHING & LIGHTING

DATE: SCALE: DRAWN:

12/21/13

1/4" = 1'-0" ek

LLI A1.05

EK


THE FOR IMPROVEMENTS LANDLORD & TENANT SHIH YU-LANG

CENTRAL YMCA

GOLDEN ERA

GOLDEN ERA

GOLDEN ERA

SUBWAY

h

n


v

(N) GREASE VENT CHIMNEY @ TOP FLOOR- BREAK- OUT BUDGET ITEM

PHILZ COFFEE

EX. WALL & FENCE

REPLACE (E) DOOR & LOUVERS W/ WINDOW WALL TO MATCH (E)- BREAK- OUT BUDGET ITEM/ ALTERNATE SUBJECT PROPERTY- GOLDEN ERA RESTAURANT DATE: ISSUE:


NORTH ELEVATION- GOLDEN GATE AVENUE 1/8" = 1'-0"

LANDLORD IMPROVEMENTS: EXTERIOR ELEVATION DATE: SCALE: DRAWN:

12/21/13

1/8" = 1'-0" ek

LLI A2.01

2'-11 3/8"

EK (N) INTAKE PLENUM

2 A8.01 SPRINKLER SUPPLY LN.

(E) INTAKE LOUVERS

5 A8.01 10'-9 1/8"

9'-6"

(N) LIGHTING SOFFIT

7'-9 3/4"

7'-0"

6'-9"

(E) CONC. SHEAR WALL

(E) ENTRY DR.

(N) CONC. SLAB W/ 2 LAYERS OF #6 BARS @ 12" C.C. EA. WAY OVER VAPOR RETARDER OVER 6" CR. ROCK- TYP.

v

7 A8.01

(N) BATHRM.

(E) HALLWAY

A8.01 SIM.

A8.01

(E) FTG.

(E) FTG.

16

n

16

12 (E) FTG.

(N) STORAGE.

h

IMPROVEMENTS

A-A PARTIAL BUILDING SECTION

1'-3 1/8"

LANDLORD & TENANT

3/8" = 1'-0"


FOR


THE

A8.01

10'-9 1/8"

8'-2 3/8" EXTERIOR WINDOW WALL

9'-6"

9'-6"

12" X 60" INTAKE DUCT

(E) HALLWAY

DATE: ISSUE:

1 02.13.14 REVISIONS

4 A8.01 @ (N) WINDOW WALL SECTION

2 02.24.14 PLAN REVIEW SET 12

1 04.03.14 REVISED BID SET

A8.01 (N) GREASE TRAP IN 6" CONC. JACKET OVER "STEGOWRAP" VAPOR BARRIER ENVELOPE OVER 6" SAND

LANDLORD IMPROVEMENTS: SECTIONS

DATE:

B-B PARTIAL BUILDING SECTION

SCALE:

3/8" = 1'-0"

DRAWN:

12/21/13

3/8" = 1'-0" ek

LLI A3.01

EK

A-ANN0-SYMB (215)

CERAMIC TILE PER FIN. SCHED. OVER WATER RESISTANT GYP. BD. & CONC. FLR. PER CBC 1210.1 & 1210.2 BY TENANT

A

C

B

D

v

INTERIOR ELEVATIONS

h

n

1/4" = 1'-0"

42" MIN.

T3

24" MIN.

3'-0"

T6

T9

T3

3" PROJ. MAX.

FLUSH VALVE ON WIDE SIDE OF TOILET @ ACCESSIBLE STALLS

8"

INSULATED HOT WATER PIPE AND DRAIN PIPE

SYMBOL ON DOOR

5'-0"

3'-10 1/2"

3'-4"

3'-4 13/16"

4'-6 1/8"

3'-7 7/8"

3'-3 1/2"

2'-3" CLR

2'-5" MAX

2'-10" MAX

19" MIN

2'-9"

T7

T2

12" MAX

T1

4"

2'-5" MAX

T3

T4

1'-6"

1'-7" MAX

4"

T5

3) LAVATORY FAUCET SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATED THAN 5-LBS.

T1

TOILET TISSUE DISPENSER

11"x7 1/4"x5 15/16"

-

T2

BACKING PLATE - TYP.

BY MFR.

-

T3

TOILET COMPARTMENT STAINLESS STEEL GRAB BARS

SEE PLAN/ ELEV.

-

BRADLEY 817 SERIES

SURFACE MOUNTED ADA

BOBRICK B-7128

T4

STAINLESS STEEL ELECTRIC HAND DRYER

14" X 14" X 4"

T5

MIRROR IN STAINLESS STEEL FRAME

30"x16"

-

BRADLEY # 780

T6

STAINLESS STEEL SOAP DISPENSER

8 1/8"x4 13/16"

-

BRADLEY # 6A00

T7

STAINLESS STEEL PAPER TOWEL DISPENSER

14"x10 3/4"x4"

-

BRADLEY # 2A00

T8

HEAVY-DUTY CLOTHES HOOK WITH EXPOSED MOUNTING

T9

TOILET ACCESSORIES & MOUNTING 1/4" = 1'-0"

BRADLEY # 5A00

CHANGING STATION

23" X 37"

2 TOTAL ON INSIDE OF BATH DR.

2- BRADLEY # 9114

HORIZ. RECESSED FLUSH

KOALA KARE KB110-SSRE


T2

2) SHIM & SEAL AROUND ALL ACCESSORIES ATUVARYING WALL FINISH CONDITIONS

DESCRIPTION/LOCATION


CLEARANCE & RAISED LETTER/ BRAILE SIGN ON LATCH- SIDE/ EXTERIOR DOOR PER CBC 1115B.5 & 1117.5.1.2

DIM (WxHxD)

THE

1) FINAL ACCESSORY DESIGN & SELECTION TO BE APPROVED BY LANDLORD & TENANT

NAME

FOR

ITEM

T#

IMPROVEMENTS

TOILET ACCESSORIES

LANDLORD & TENANT

NOTES

DATE: ISSUE:


LANDLORD IMPROVEMENTS: INTERIOR ELEVATIONS DATE: SCALE: DRAWN:

12/21/13

1/4" = 1'-0" ek

LLI A4.01

NOTE: (E) STRUCTURE IS POST TENSIONED CONCRETE THEREFORE ALL (N) PENETRATIONS MUST BE SCANNED/ RADIOGRAPHED

16 GA. X 6" STL. STUD W/ SIMP. RFB#5X8 @ 12" C.C. W/ BPS5/8-6 EPOXIED INTO WALL W/ STRONG TIE SET XP

6" MIN.

0.145" X 1 1/2" EMBED. HILTI X-U POWDER ACTUATED FASTENER @ 16" C.C.

25 GA CONT. MTL. TRACK W/ 2- #12 SCREWS @ EA. STUD

3 5/8" X 1 5/8" 25 GA CONT. MTL. STUD @ 16" C.C. NOTE: (E) STRUCTURE IS POST TENSIONED CONCRETE THEREFORE ALL (N) PENETRATIONS MUST BE SCANNED/ RADIOGRAPHED

NOTE: INSTALL WATER RESISTANT GYP. BD. @ WET LOCATIONS: KITCHEN, COOK LINE, SERVICE COUNTER & TOILET ROOMS- TYP.

WALL HEAD TRACK @ CONC. CEILING

SCALE: 1 1/2" = 1'-0" GEabb02

9

GREASE EXHAUST CHIMNEY WALL

SCALE: 1 1/2" = 1'-0" GEabb02

v 16 GA. X 6" STL. STUDS W/ 1/2" APA 24/16 @ BOTH FACES SCREWED W/ "GRABBER" WAFER HEAD PILOT POINT 10 X 1 5/8" @ 12" C.C. W/ 1/2" GFRC OVER W.P MEMB. @ EXT. SURFACE

#4 BARS @ 6" C.C. EA. WAY

IMPROVEMENTS

5/8" TYPE X GYP. BD. @ CEIL. TAPED, TROWELED & SANDED BY LANDLORD, FINAL FIN. BY TENANT PER SCHED.

FOR

6" MIN.

THE

16 GA. CHANNEL

3 5/8" X 1 5/8" 26 GA STL. CEIL. JST. @ 16" C.C. W/ 2- #12 SCREWS @ EA. JST.

(N) STL. FRAMED WALL NOTE: (E) STRUCTURE IS POST TENSIONED CONCRETE THEREFORE ALL (N) PENETRATIONS MUST BE SCANNED/ RADIOGRAPHED

(N) DROPPED CEIL

SCALE: 1 1/2" = 1'-0" GEabb02

5/8" GYP. BD. TAPED, TROWELED & SANDED BY LANDLORD, WALL FINISH PER SCHED. BY TENANT

10

GREASE EXHAUST CHIMNEY BASE

3 5/8" X 1 5/8" 25 GA CONT. MTL. STUD @ 16" C.C.

GEabb02

16 GA. X 6" STL. STUDS W/ 1/2" APA 24/16 @ BOTH FACES SCREWED W/ "GRABBER" WAFER HEAD PILOT POINT 10 X 1 5/8" @ 12" C.C. W/ 1/2" GFRC OVER W.P. MEMB. @ EXT. SURFACE

0.145" X 1 1/2" EMBED. HILTI X-U POWDER ACTUATED FASTENER @ 16" C.C.

25 GA CONT. MTL. TRACK W/ 2- #12 SCREWS @ EA. STUD

SCALE: 1 1/2" = 1'-0"

LANDLORD & TENANT


5

n

@ 12" C.C. W/ 3" BEARING PLATE

7 1/2"

CONT. SILICONE SEALANT @ 3/8" JOINT


16 GA ANGLE W/ 2- #12 SCREWS @ EA. JST.

h


5/8" GYP. BD. w/ 1 1/4" SELF- TAPPING DRYWAL SCREWS @ 8" C.C. EN, 12" C.C. FN- TYP. TAPED, TROWELED & SANDED BY LANDLORD, FINAL WALL FINISH BY TENANT PER SCHED.

2

EK

16 GA. X 6" STL. STUDS W/ 1/2" APA 24/16 @ BOTH FACES SCREWED W/ "GRABBER" WAFER HEAD PILOT POINT 10 X 1 5/8" @ 12" C.C. W/ 1/2" GFRC OVER W.P. MEMB. @ EXT. SURFACE

(E) CONC. GUARDRAIL/ BEAM


CL

WALL BASE TRACK @ FLR. SLAB (N) WALL FINISH & COVED BASE BY TENNANT OVER 5/8" TYPE X GYP BD. & INSUL. BY LANDLORD

(N) 25 GA BLK'NG BY LANDLORD

EPOXY VERT. #4 BARS @12" C.C. W/ 2#4 HORIZ. BARS

6"

GEabb02

11

(N) TILE FLOORING BY TENANT OVER 12" CONCRETE SLAB W/ # 6 BARS T & B EA. WAY OVER "STEGOWRAP" CLASS A VAPOR RETARDER OVER 6" DRAIN ROCK BY LANDLORD

VIF (E) DEMISING WALL PLATE FASTENING

CONT. SEALANT

GFRC CHIMNEY CORNER

SCALE: 1 1/2" = 1'-0" GEabb02

(E) CONC. CURB & STOREFRONT W/ NEW SEALANT (GREY) AND BACKING BAR AS NEC. BY LLI

(N) CONC. FLR. SLAB BY LANDLORD

(N) TILE FLOORING W/ EPOXY GROUT BY TENANT OVER SLAB

FLUSH

V1

(N) BONDING AGENT BETWEEN (N) CONC. & (E) CONC. FF @ 60.22'- VIF

CONC. FF @ 60.22'

1'-0"

CONC. FF @ 60.22'- VIF

3" CLR.

BONDING AGENT

3/8"

(N) 5/8" CEMENT BD. BY LANDLORD

SCALE: 1 1/2" = 1'-0"

GFRC CORNER PANEL

(N) FTG./ STEEL

3" CLR.- TYP.

(N) CONC. CURB & STOREFRONT W/ NEW SEALANT (GREY) AND BACKING BAR BOTH SIDES TO MATCH (E)

2" CLR.

7

7 1/2"

GFRC FIELD PANEL

(E) OCCUPIED/ FINISHED SPACE

(E) FTG./ STEEL

CONC. FF @ 60.22'- VIF DATE: ISSUE:

1 02.13.14 REVISIONS 2 02.24.14 PLAN REVIEW SET

3" CLR.- TYP.

1 04.03.14 REVISED BID SET BLOCK WATER STOP ON TOP OF JOINT- INSTALL W/ MIN. COVER

DETAILS

DATE:

1'-6" FIRST POUR (E) STL./ FTG.

4

(N) CONC. CURB/ WINDOW WALL

SCALE: 1 1/2" = 1'-0" HAabb001

8

12/21/13

SECOND POUR SCALE:

3'-0" LAP- TYP.

DEMISING WALL/ FTG. CONNECTION

DRAWN:

-BY LANDLORD

SCALE: 1 1/2" = 1'-0" HAabb001

12

TILE FLOORING @ CONCRETE FLOOR

SCALE: 1 1/2" = 1'-0" HAabb001

16

(N) CONC. FLOOR @ (E) FTG./ EXT. WALL

SCALE: 1 1/2" = 1'-0" HAabb001

ek

A8.01