WEST FIELD CARGO REDEVELOPMENT FACILITY - sfgov.org · west field cargo redevelopment facility...

WEST FIELD CARGO REDEVELOPMENT FACILITY

SELECTED WORKING DRAWINGS FOR CIVIC DESIGN REVIEW PHASE III 2013-08-05

DRAWING INDEX:

LANDSCAPE

L1.00 PLANTING PLAN

L3.00 PLANTING DETAILS

ARCHITECTURE

T1.01 ACCESSIBILITY

T1.02 ACCESSIBILITY

T1.03 ACCESSIBILITY

A0.01 EGRESS PLAN

A1.01 PARTIAL SITE PLAN- PEDESTRIAN PATH

A2.01 OVERVIEW PLANS

A2.02 ENLARGED FLOOR PLANS

A3.01 ELEVATIONS & MATERIAL LIST

A3.02 ENLARGED ELEVATIONS

A3.11 SECTIONS

A3.12 ENLARGED SECTIONS

A4.01 ENLARGED KITCHENETTE/LAV PLANS & ELEV.

A6.01 REFLECTED CEILING PLAN

A7.01 VERTICAL CIRCULATION

A7.02 VERTICAL CIRCULATION

A7.03 STAIR DETAILS

A7.04 STAIR DETAILS

A8.01 PARTITION TYPES

A8.02 CEILING DETAILS

A8.03 CEILING DETAILS

A8.04 FLOOR TRANSITION DETAILS

A8.05 CASEWORK DETAILS

A9.01 DETAILS - ENVELOPE

A9.01B DETAILS - ENVELOPE



A9.03B DETAILS - ENVELOPE

A9.04 DETAILS - OFFICE POD BASE

A9.04B DETAILS - OFFICE POD BASE

A9.05 DETAILS - CARGO AREA BASE

A9.06 DETAILS - CARGO AREA BASE

A9.06B DETAILS - CARGO AREA BASE

A9.06B DETAILS - CARGO AREA BASE

A9.07 DETAILS - BOLLARDS

A9.08 DETAILS - CURBS

A9.09 DETAILS - GUARDRAILS

A10.01 DOOR SCHEDULE

A10.02 WINDOW SCHEDULE

A10.10 SIGNAGE REFERENCE PLAN LEVEL 1

A10.11 REFERENCE PLAN OFFICE PODS

A10.12 SIGNAGE TYPES



Wheel stop Pedestrian route

70 sq. inch accessibilitysign per sec.1109A.8.8

Dimension tocenterline ofstripe typical

Within the loading and unloadingaccess aisle paint the words "NOPARKING" in 12" high letters min.

5'-0" min at typ. accessibleparking stall 8'-0" min. atvan accessible parking stall

Typ pavement symbolper sec. 1109A.8.8

18' -

0" M

in.

NOPARKING

9' - 0" Min.

5' - 0" Min.

9' - 0" Min.

4'-0

" m

in.

1. The required minimum handrail extension at each bottom riser is 12" plus tread.2. 12" minimum handrail extension required at each top riser.3. 42" guardrail required at stairways and @ top and bottom landings.4. Openings in guardrails and handrails shall not allow a 4" sphere to pass through.

12" plus tread

1'-0" Min.

34"-

38" 34"-

38"

(walking parallel to a wall)

Any amountReq'd clrwidth

Note:Protruding objects maynot reduce the requiredclear width of anaccessible route ormaneuvering space.Hatch indicates cane detection area

Clr

6'-8

" Min

.

or g

reat

er2'

-3"

2'-3

" OR

LESS

4" Max.

80'' M

INIM

UM

6'-8

" Min

.

27" M

AX

Center opening doors Side opening doors

1-1/2" dia. handrail, 1-1/2" fromwall (1 min., rear wall preferred),

32" AFF.

6'-8" min. 5'-8" min.

4'-3

" min

.

42" min. 3'-0" min.

4'-6

" min

.

4'-3

" min

.

4'-6

" min

.

6'-0

" min

5'-0

"

Elevator lo

bby

A

B 2'-5

"5"

Note: The automatic opening device is activated if an objectpasses through either line A or B. Line A and line B representthe vertical locations of the door reopening device notrequiring contact.

3'-6

"

CL

CL

CL

Floor level indicator on bothsides of door jamb

Hall lantern

Call button

Door reopeningdevice

Note:1. Mounting height is 34"-38" to top of gripping surface above stair nosings.2. Surface of handrail shall be smooth with no sharp edges.3. Edges of handrails have a minimum radius of 1/8".

34"-

38" a

bove

1 1/4" - 1 1/2"1 1/2" exactly

1-1/

2" M

in.

Return handrail smoothly towall or floor

stai

r nos

ing

18" m

in.

3" max.

1 1/4" max.

30° max.

1 1/4" max.

Locate star @main entry floor

Octagon symbol shall be raisedbut the "x" is not

Note: Grade 2 braille symbolsimmediately below the raisedcharacters.

876521BS

48" Max. AFFTop button

35" Min. AFFBot button

5/8" Min charactersymbol Height

3/4" Min dia Control button

3/8" Min separation

ARCHITECTS SEAL

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APPROVED

DESIGNED BY:

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SCALE:

CHECKED BY:

DATE:

REVISIONSIZE

SHEET NUMBER SEQUENCE NUMBER

Copyright YEAR by the City and County of San Francisco. These construction documents are the sole property of the City and County of San Francisco and are protected by the

Copyright Act. Any reproduction, publication, or use by any method, in whole or in part, without the express written consent of the San Francisco Airport Commission is prohibited.

of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED

T:\12010 (WestCargo)\20 Drawings\20 Revit\AR_West Cargo_Central_R2012.rvt

T1.01

ACCESSIBILITY

8226.A

REDEVELOPMENT FACILITY

PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Note: Drawings on this sheet are for minimum code requirements.Actual dimensions are shown on plan and elevation sheets.

Scale: 1/4" = 1'-0"T1.0110 Typical Accessible Double Parking Stalls

Scale: 1/2" = 1'-0"T1.018 Accessible - Stairway Handrail

Scale: 1/4" = 1'-0"T1.017 Accessible - Protruding Objects/Overhead Hazards

Scale: 1/4" = 1'-0"T1.011 Accessible - Elevator

Scale: 1/4" = 1'-0"T1.012 Accessible - Elevator Axonometric

Scale: 1 1/2" = 1'-0"T1.015 Accessible - Stair Handrail Section

Scale: 1 1/2" = 1'-0"T1.016 Stair nosings

Scale: 1 1/2" = 1'-0"T1.013 Accessible - Elevator Buttons

No.

DATE

DESCRIPTION

BY

Threshold:Change in level 1/4 to 1/2in permitted, with 1:2bevel: greater change shallbe ramped 1:12

21 1/

2" m

ax.

1/4"

max

.

Thresholds(Sec. 1126A.2.1)

Note:1. Capable of opening 90°2. Latching and locking doors

that are hand-activated andwhich are in a path of travelshall be operable with a singleeffort by lever type hardware,panic bars, push-pull activatingbars, or other hardwaredesigned to provide passagewithout requiring the ability tograsp the opening hardware

3. The force for pushing or pullingopen interior swinging egressdoors other than fire doors,shall not exceed 5 lbs. For otherdoors they shall not exceed 15lbs. (Section 1008.1.3.

4. Maximum effort to operateexterior doors shall not exceed8.5 lbs (Section 1126A.4)Exception:

5. 10" kick plate can be eliminatedif door is automatic, sliding orgates.

(Sec. 1126A7)

Smooth oruninterruptedbottom rail orprovide kick plate

Min

.10

" Min

.10

".

30" -

44"

abov

e flo

or t

yp.

Finish floor

Finish floor

Carpet

21

1:2 Slope max.

1:2 Slope max.

21

Door

Max

.1/

4"

Max

.1/

2"

1/4"

Max

.1/

4"M

ax.

1/2"

Max

.1/

4"

Doors in a series

18" min. 32" clr.

48" m

in.

Doors at opposite walls

24" ext.

Min.18" int.

Clear andlevel platform

Pull side

60" m

in.

Push side

.

24" min.

48", except 44"permitted on pushside in group Roccupancies

Latch approach

.

44" min. (36" foroccupancy loadless than 10)

CorridorUnder 200 feet

(Sec. 1005.2.1A)

60" min.

CorridorOver 200 feet

(Sec. 1005.2.2.2A)

(See B,C,D under same section forother configurations)

60" m

in.

48" m

in.

12" min.Push side

Door approaches

Provide this additionalspace of door isequipped with both alatch and closer

24" min. clr.@ exterior doors

18" min. clr.@ interior doors

Pull side

(Sec. 1004.9.2.1.1A, 1004.9.2.2A)

1. All floor surface materials to be firm, stable and slip resistant.maximum cross slope: 1/4" per foot. at least one elevator toconnect all floors.

2. Doors may also swing outward at both ends. such doorsmust have 12" minimum clearance to the push/strike if dooris equipped with both latch and closer.

Notes: Max. door closer pressures

5 LBS. interior

8.5 LBS. exterior

15 LBS. fire - (See state title 24Sec. 3304.(1.1))

Min.

44".

48" M

in

32" clr.

32" clr. 18" min.

Panic hardware(where required)

Clear levellanding

Clear level landing

*Note: 2% max slopeat exterior landingsonly

6".

36".

27" m

in.

36" m

ax. t

o bu

bble

r

Elevation

(sec. 1117b.1 part 5 plumbing. sec. 1507.3)

Notes:1. Drinking fountains must be located completely within an alcove 18" x 32" minimum clear, or with wing walls or

rails which project at least equal to depth of drinking fountain.2. Water stream must be parallel with the front of the drinking fountain for any accessible drinking fountains.3. See section 1117B.1, part 5 plumb. sec. 1507(A) for title 24 requirements. Accessible drinking fountains.4. Where only one drinking fountain is provided on a floor level, it shall be a drinking fountain which is accessible to

individuals who use wheelchairs and one accessible to those who have difficulty bending and stooping.

30" x 48" minimum clearfloor space centered underdrinking fountain

18" m

in.

Plan

18" m

in.

32" min.

Note: If wing wall depth is > 24"then clear width of cove is 36" min.

Plan

30" x 48" minimum clearfloor space centered underdrinking fountain

ARCHITECTS SEAL

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DESIGNED BY:

DRAWN BY:

SCALE:

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DATE:

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of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


T1.02

ACCESSIBILITY

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT


Scale: 1/4" = 1'-0"T1.027 Door Diagrams

Scale: 3" = 1'-0"T1.0210 Accessible - Change of Elevation

Scale: 1/2" = 1'-0"T1.024 Path of Travel

Scale: 1/2" = 1'-0"T1.0211 Hi-Lo Drinking Fountain Plan

No.

DATE

DESCRIPTION

BY

Grab bar, 42" min.

Grab bar, 36" min.

12" max.

48'' m

in. c

lr.

2'-8" min. clr.

Exact

1'-6"

60" min. dia.

30"x48" clearfloor space

1'-6" min.

(2'-4") min.

CL CL

12" m

ax.

32" min. to edgeof wall or toiletpartition

24".

Flush valve on wide side

30"X48" clearfloor space

Mirror

1'-6" min.

1'-5

" min

.

To re

flect

ive

surfa

ce

3'-4

" max

.

2'-1

0" m

ax.

2'-5

" min

.

2'-3

" min

.

9" m

in.

6" max.8" min. knee clear

Section Plan

19" m

ax.

CL

Floor drain where indicated.refer to plans for locations.see plumbing plans for sizesor special conditions

CL Drain

Dish concrete to drain

2% max. slope

.

1" min. Sloped

20" min.

32" m

ax.

38" m

in.

12" max.42" min.

26" min.

Location forbacking, typ.

Water closet in adaptable bathrooms

40" min.

32" m

ax.

38" m

in.

Flush valve shallbe mounted onopen side

Note: See section 1127A.4 CBC

36" Grab bar 42" Grab bar Wall mounted toilet

F.F.

Flush valveshould alwaysbe mounted toopen side.

Seat cover dispenser

Wall mounted sink Paper toweldispenser

Hand soapdispenser

Wastereceptacle

F.F. F.F. F.F.

Free standingopen topwastereceptacle

F.F.

Insulatepipes, Typ.

DBA E

F H K

L

33".

36" min. 6" max.

24" min.

3'-6"12" max.

33".

C L C L

wall exact18" from

15" @

non

-ACC

.17

"-19

" @ A

CC.

40" m

ax.

18" min.40

" max

.

To to

wel

dis

pens

er 6" U.O.N.

To le

ver

40"

max

.

30".

14" Sq.

Note: All dispensers + 40" max. to highest operable part.

12" min.24" min.

M

CL

Grab BarSection

T.O. toiletaccessoriesor W.C.

Min. 1 1/2" gap

M

.4'

-0" m

ax.

40" m

ax.

15" m

in.

48" m

ax.

Sanitary napkinvendor

J

To h

ighe

st o

pera

ble

part

F.F.

HookG

Toilet tissue holderC

F.F.

36 max.

12" max.

CL

40" max.

34" max.

1-1/4" to 1-1/2" from wall

1 1/4" min.-1 1/2" max. dia

C L

SIGN

Mount sign as close aspossible to the edge ofconc.

5'-0

"

6"

5'-0

"

6" 6"

5'-0

"

Center signagealong sign verbiage

Grade 2Braille

SIGN SIGN

MIN

2'-4

"7'-0

" MIN

CLR

MAX4"

SIGN

6'-8

" Wal

l mou

nted

6'-8

" Pos

t mou

nted

Post, W.O.

Stairwayidentification sign

Sign identification forroom or space

Sign identification for roomor space (See plan for signlocation)

Overheadsignage

Wall signage Accessibleparking stalland accessaisle signage

Finish floor

.

SIGN SIGN SIGN

Thermostats

Elect. switches

Controls and outlets(Sec.1117b.6)See sec. 210-7 & 380-8California electric code

48" m

ax.

Miscellaneous(thermostats, light switches,outlets)

Outlets

15" m

in.

Strobe

Fire alarmspull station

48".80

" typ

.

Controls and outlets(Sec.1117b.6)See sec. 210-7 & 380-8California electric codeNFPA 72 2010

To e

xtin

guis

her c

ontro

l han

dle

48" m

ax.

Alarm

80".

Miscellaneous(fire extinguishers, visual/audiblealarms, manual pull stations)

ARCHITECTS SEAL

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DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


T1.03

ACCESSIBILITY

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT


Scale: 1/2" = 1'-0"T1.031 Accessible - Single Occupancy Toilet

Scale: 1/2" = 1'-0"T1.032 Accessible - Lavatory Clearances

Scale: 1" = 1'-0"T1.034 Floor Drain

Scale: 1/4" = 1'-0"T1.033 Grab Bar Reinforcements

Scale: 1/4" = 1'-0"T1.0311 Toilet Accessories Height Schedule

Scale: 1/4" = 1'-0"T1.0310 Signage Mounting Height Schedule

Scale: 1/4" = 1'-0"T1.035 Controls and Outlets Mounting Heights

Scale: 1/4" = 1'-0"T1.036 Fire Accessory Mounting Heights

No.

DATE

DESCRIPTION

BY

DN DN

Area: 28,210 SF Warehouse - Occ. Load:1/500SF - Total Occ: 58 PersonsDoor Width Req: 58 Person x .3 = 17.4"Door Width Provided: = 34"No. Of Exits Req: = 2No. Of Exits Provided: = 3

Area: 2,620 SF Office - Occ. Load: 1/100SF - Total Occ: 27 PersonDoor Width Req: 27 Person x .3 = 8.7"Door width Provided: = 34"No. Of Exits Req: = 1No. Of Exits Req: = 1

Total Occ from 2nd floor: 29 PersonsDoor Width Req: 29 Person x .3 = 8.7"Door Width Provided: = 34"

Total Occ: 1st & + 1/2 Warehouse = 56 PersonsDoor Width Req: 56 x .3 = 16.8"Door Width Provided: = 68"

Area: 28,210 SF Warehouse - Occ. Load: 1/500SF - Total Occ: 29 (1/2 this exit)Door Width Req: 29 Persons x .3 = 8.7"Door Width Provided: = 102"

1 Hour FireRated Wall


1 Hour Fire Rated Wall

FEC

FEC EXITSIGN

EXITSIGN

EXITSIGN

EXITSIGN

EXIT SIGN

EXITSIGN

FEC

FEC

FEC FEC

EXITSIGN

EXITSIGN

FEC

EXITSIGN

FEC EXITSIGN

FEC

EXITSIGN

EXIT SIGN

EXITSIGN

EXITSIGN

FECArea: 2,620 SF Office - Occ. Load: 1/100SF - Total Occ: 27 PersonDoor Width Req: 27 Person x .3 = 8.7"Door width Provided: = 34"No. Of Exits Req: = 1No. Of Exits Req: = 1

Total Occ: 1st & + 1/2 Warehouse = 60 PersonsDoor Width Req: 60 x .3 = 18."Door Width Provided: = 68"

Total Occ from 2nd floor: 29 PersonsDoor Width Req: 29 Person x .3 = 8.7"Door Width Provided: = 34"

Area: 30,560 SF Warehouse - Occ. Load:1/500SF - Total Occ: 62 PersonsDoor Width Req: 62 Person x .3 = 18.6"Door Width Provided: = 34"No. Of Exits Req: = 2No. Of Exits Provided: = 3

Area: 28,210 SF Warehouse - Occ. Load: 1/500SF - Total Occ: 31 (1/2 this exit)Door Width Req: 31 Persons x .3 = 9.3"Door Width Provided: = 102"

EXITSIGN

EXITSIGN

EXITSIGN

Small

est U

nit =

177

FT. Distance =

155 FT.

Largest

Unit = 254 FT

.

Dist

ance

= 1

56 F

T.

Area: 2,850 SF Office - Occ. Load: 1/100SF - Total Occ: 29 PersonsDoor Width Req: 29 Persons x .3 = 8.7"Door Width Provided: = 34"Stair width Req: 29 Persons x .2 = 5.8"Stair width Provided = 48"No. Of Exits Req: = 1No. Of Exits Provided: = 1

EXIT SIGN

EXITSIGN

EXITSIGN

FEC

Area: 2,850 SF Office - Occ. Load: 1/100SF - Total Occ: 29 PersonsDoor Width Req: 29 Persons x .3 = 8.7"Door Width Provided: = 34"Stair Width Req: 29 Persons x .2 = 5.8"Stair Width Provided: = 48'No. Of Exits Req: = 1No. Of Exits Provided: = 1

EXIT SIGN

EXITSIGN

EXITSIGN

FEC

ARCHITECTS SEAL

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DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A0.01

EGRESS PLANS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1" = 20'-0"A0.011 Overall Egress Plan

Scale: 1" = 20'-0"A0.012 Level 2 - Egress Plan Offices A-B

Scale: 1" = 20'-0"A0.013 Level 2 - Egress Plan Offices C-D

No.

DATE

DESCRIPTION

BY

NOPARKING

NOPARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

(E) PARKING GARAGE

OFFICES OFFICES TRUCK LOADINGTRUCK LOADINGTRUCK LOADING

PEDE

STRI

AN P

ATH

OF T

RAVE

L

PEDESTRIAN PATH OF TRAVEL

PEDE

STRI

AN P

ATH

OF T

RAVE

L

CARGO AREA

PEDESTRIAN PATH OF TRAVEL

Van ParkingVVan ParkingV

8'-0" 9'-0"

18'-0

"

9'-0"9'-0" 8'-0" 9'-0"

18'-0

"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A1.01

PARTIAL SITE PLAN -

PEDESTRIAN PATH

OF TRAVEL

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1" = 20'-0"A1.011 Partial Site Plan

No.

DATE

DESCRIPTION

BY

NOPARKING

NOPARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING

1 2 4 5 6 7 8

C

D

E

B

A

A3.02 4

A3.02

1

40'-0" 53'-4" 53'-4" 53'-4" 53'-4"

22'-0

"18

'-0"

25'-0

"13

2'-0

"

LOADING AREA LOADING AREA

LOADING AREA

CARGO AREA-A CARGO AREA-B CARGO AREA-C CARGO AREA- D

A3.01

1

A3.01 4 A3.013

A2.021

353'-4" 53'-4"

Dock Levelers Dock Levelers Dock Levelers

RECEIVING AREA RECEIVING AREA RECEIVING AREA

1A3.11

2A3.11

1 Hr. Rated Fire Wall

Clear Sealer 5' HighAll Interior SurfacesAt Trash Rm.

Exposed Concrete

High Mast Light Pole, SED

Roll-Up-Dr, Typ.

AutomaticAutomaticAutomatic

Conc.FilledBollards

Roll-Up-Door,Typ.

Conc. Filled Bollards

1 1/2" Dia PipeGuardrail On Curb

Van Ramp, SSD

940'-0"

3A3.11

2A9.05

3A9.05

1A9.06

3A9.06

OFFICEB-1

OFFICEA-1 OFFICE

C-1OFFICE

D-1

ELEV

STAIR 1

ELEV

STAIR 2

1.E102

400HZ

1.E101

GEN

1.E103

SSR-ER

1.101.

TRASH

632.1.100

A9.071

A9.072

A9.073

A9.074

A9.075

A9.076

A9.077

A9.078

G

Van Ramp, SSDRoll-Up-Door,Typ.

G

G

G

A

A

A

22'-7

"36

'-0"

20'-0

"13

'-6"

20'-5"

A9.077 Sim

1.M101

ME

A9.051B

A9.06B3

A9.091

12'-6

"

1 2 4 5 6 7 8

C

D

E

B

A

40'-0" 53'-4" 53'-4" 53'-4" 53'-4"

132'

-0"

25'-0

"18

'-0"

22'-0

"

A3.02 4

A3.02

2

A3.02

1

A3.01

1

A3.01

2

A3.01 4 A3.013

3

53'-4" 53'-4"

Penthouse3' X 4' Roof Hatch Line Of Cargo Bldg. Below

Mech Equip.

PV Panel Area

1A3.11

Continuous Gutter

9

40'-0"

3A3.11

2A3.11

Roof Opening w/Guardrail all 3 Sides

Fall Protection Tie-off

CARGO AREA ROOF

Roof Membrane A)

Roof

Slo

pe A

ppro

x. 1

/4" p

er 1

'

(Roof Membrane B) (Roof Membrane B)

OFFICE ROOFOFFICE ROOF

A10.14 2

TYP.

10'-0

"

TYP.

10'-0"

Align Fall ProtectionWith Truss Brace, SSD.

Align Fall ProtectionWith Grid Line D, SSD.

Align Fall ProtectionWith Grid Line C, SSD.

TYP.

10'-0"

TYP.

10'-0

"

Align Fall ProtectionWith Truss Brace, SSD.

2' x 3' Roof Path Pavers, Typ.

A9.093

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A2.01

OVERVIEW PLANS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/32" = 1'-0"A2.012 Overall Plan

Scale: 1/32" = 1'-0"A2.011 Roof Overview Plan

No.

DATE

DESCRIPTION

BY

DN

4

C

D

B

A

3.4

TE Cab. TE Cab.

4A3.12

3A3.12

OFFICE A-1 OFFICE B-1

A4.012

3

25'-0

"18

'-0"

22'-0

"

24'-0" 29'-4"

(Exposed Conc. Flr.)(Exposed Conc. Flr.)

Struct. Braces, SSD

Future Tenant Door Option

Future Tenant Partition

Conc. Filled Bollard, Typ. SSD.

1 Hr. Rated Fire Wall

3.5

1.002

LOBBY

1.E02

TW

1.E04

SSR

1.E06

CE

1.M02

MR

1.EL964

ELEV

1.ST02

STAIR 1

1.004

CL

9"5'

-0".

1'-10"

9"

7'-8

"

6'-2"7'-9"6'-4"

8'-6

"

7'-5" 7'-5". 3'-0".

7'-3

7/1

6"

6'-1

1 15

/16"

7'-5"3'-0".


1 Hour Fire Rated Wall

A7.011

7A9.0410 1/2" 10 1/2"

8'-9

"

1 Hr. Rated Fire Door

1.026

M

1.028

W

1.030

M

1.032

W

632.1.006

1'-0

" 36" X 36" 1 Hr. FireRated Access Door

2'-5"

6" Curb

6" Curb

1/8" Per Ft SlopedWalk-Off Mat

1/4" Per Ft SlopedWalk-Off Mat

A

A

AA A

A

A

ABBB

BB

A

A

C

C

BBBB

BB

7'-5"

D D

A

A

A

A

E EE

1'-3"

1'-3

"

1'-3"

1'-3

"

Conc. Filled Bollard, Typ. SSD.

A A

A

Edge Of Exterior Cargo Bldg.

B

4

C

D

B

A

3.4


A7.012

3

25'-0

"18

'-0"

22'-0

"

24'-0" 29'-4"

(Exposed Conc. Flr.)(Exposed Conc. Flr.)

Future Tenant Partition

1 Hr. FireRated Wall

3.5

Roof /Clg Access PanelW/Ladder Above Clg.

1 Hr FireRated Wall

1 Hr FireRated Wall

10'-4"

5'-1

"

6'-4"

8'-6

"

2.EL964

ELEV

2.ST02

STAIR 1

A9.049

2'-5"

6'-7"7'-4"

6'-1

1/2

"

6'-8 1/2" 7'-0 1/2"

1 Hr. FireRated Door

632.2.012

2.006

M

2.010

W

2.M04

B

Free StandingDrinking Fountain

2'-5"1'-9 15/16"

AA

A

A

A1

A2

B

B B

B

6'-3"

5'-0

"

6"

9'-1"

9'-5 1/4" 13'-7 3/4"

13'-11"

Edge of Slab Shelf'SSD.

Edge of Slab ShelfSSD.

1'-3

"

1'-3" 1'-3"

1'-3

"

2 1/

2"

5'-6"2'-0"

3'-0

"

CA

A4.012

Sim.

1'-9

1/2

"

2.004

JAN

4

C

B

A

3.44

A3.12

3A3.12

3 3.5

Mech Equipment, Typ.

Roof Access Hatch

Elevator Penthouse

Guardrail

Edge of Upper Warehouse Roof

1A9.03B

Ladder Access to Upper Warehouse Roof(North Office Roof Only)

5A9.03

Sim.

Slop

e 1/

4"/F

t

RD.Slope 1/4"/Ft

2A9.03B

Edge of Upper Warehouse Gutter



ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A2.02

ENLARGED FLOOR PLANS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A2.021 Level 1 - Offices (Typ.)

Scale: 1/8" = 1'-0"A2.022 Level 2 - Offices (Typ.)

Scale: 1/8" = 1'-0"A2.023 Roof - Offices (Typ.)

No.

DATE

DESCRIPTION

BY

Level 010"

Level 0211'-6"

1245678

Roof - Offices (Typ.)23'-0"

Warehouse Roof Tail32'-0"

A3.021

3

5' High Impact ConcreteBase, Typ.

Roll-Up-Door II, Typ.

9

High Light Mast, typ.

Metal Panel 1, Typ. Daylight Panels, Typ. Elevator Penthouse, Typ. Soffit Lights, Typ. Metal Panel 2, Typ.

Metal Panel 3, Typ.

Glass Doors, Typ.

Alum. Window System, Typ.

High Impact Concrete BaseBetween Garage Doors

Door Number Signage, Typ. 1-1/2" Dia. PipeGuardrail On CurbTenant Sign

Entry Canopy

1A9.06B

Level 010"

1 2 4 5 6 7 8

Warehouse Roof Head36'-6"

A3.022

3

Roll-Up-Door I, Typ.

Hollow Metal Doors, Typ.Daylight Panels, Typ.

Metal Panel 1, Typ.

5' High Impact Concrete Base, Typ.

High Light Mast, Typ

400HZ Conn. Box, Typ.

9

Door Letter Signage, Typ.

Down Light In Soffit, Typ.

1A9.06B

Level 010"

Level 010"

Level 0211'-6"

Level 0211'-6"

CDE B A





Metal Panel 1, Typ.

Daylight Panel Typ.

Metal Panel 2, Typ.


Blg. Number Signage, See Dtl 2/A10.14

A3.023

Downlight in Soffit, Typ.

Level 010"

Level 010"

Level 0211'-6"

Level 0211'-6"

C D EBA





Metal Panel 1, Typ.

Metal Louver Wall, Typ.

Blg. Number Signage, See Dtl 2/A10.14

Daylight Panel, Typ.

Metal Panel 2, Typ.

Hollow Metal Doors, Typ.

High Light Mast, Typ.


ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A3.01

ELEVATIONS & MATERIAL

LIST

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/32" = 1'-0"A3.011 East Elevation

Scale: 1/32" = 1'-0"A3.012 West Elevation

Scale: 1/32" = 1'-0"A3.013 South Elevation

Scale: 1/32" = 1'-0"A3.014 North Elevation

MATERIAL LISTNAME LOCATION MATERIAL FINISH COLOR MANUFACTURER TYPE

(OR EQUAL) (OR EQUAL)

ROOF MEMBRANE A CARGO ROOF PVC SINGLE PLY MEMBRANE N/A WHITE SARNAFIL SARNAFILROOF MEMBRANE B OFFICE ROOF PVC SINGLE PLY MEMBRANE N/A WHITE SARNAFIL SARNAFILMETAL PANEL 1 FACIA & OVERHANG LIGHTWEIGHT INSULATED METAL COMPOSITE PANELS PRE FINISHED - VERSACOR ULTRA PF MATCH WHITE CENTRIA VERSAWALL 2"x36", EMBOSSED, STRIATEDMETAL PANEL 1 WEST WALL (AOA) LIGHTWEIGHT INSULATED METAL COMPOSITE PANELS PRE FINISHED - VERSACOR ULTRA PF MATCH WHITE CENTRIA VERSAWALL 2"x36", EMBOSSED, STRIATEDMETAL PANEL 2 NORTH, SOUTH, EAST WALL LIGHTWEIGHT INSULATED METAL COMPOSITE PANELS PRE FINISHED - VERSACOR ULTRA PF 9955 BLUE CENTRIA VERSAWALL 2"x36", EMBOSSED, STRIATEDMETAL LOUVERS W/DOORS

NORTH WALL UTILITYS METAL LOUVERS W/INTEGRATED DOORS GALVANIZED AND KYNAR COATING MATCH WHITE TBD

DAYLIGHT PANELS CLERESTORY/AOA TRANSLUCENT MULTI LAYER PANELS N/A YELLOW (RAL 1023) RODECA PC 2540-4 (40x500mm)CONCRETE BASE BASE CONCRETE, POUR-IN-PLACE N/A NATURAL TBDROLL-UP DOOR I AOA ROLL-UP DOORS METAL ROLL-UP DOOR (16' x 16') PRE FINISHED (COLORCOTE) MATCH 9955 BLUE COOKSON FCM MOTOR OPERATED SERVICE DOOREXIT DOORS AOA SOLID METAL DOORS PRE FINISHED MATCH 9955 BLUE TBDROLL-UP Door II DOCK ROLL-UP DOORS METAL ROLL-UP DOOR (9'w x 12'h) PRE FINISHED (COLORCOTE) MATCH WHITE COOKSON FCM MOTOR OPERATED SERVICE DOORMETAL PANEL 3 OFFICE POD WALL COMPOSITE METAL PANEL PRE FINISHED ALUMINUM ALUCABOND OVER WALL W/ SELF ADHERING WATER BARIERWINDOW SYSTEM OFFICE POD WINDOWS ALUMINUM STOREFRONT SYSTEM ANODIZED MATCH ALUMINUM ARCADIA THERMALLY BROKENGLASS DOORS OFFICE POD DOORS ALUMINUM FRAME GLASS DOORS ANODIZED MATCH ALUMINUM ARCADIA THERMALLY BROKENGLAZING OFFICE POD DUAL PANE GLASS N/A DYNAMIC GLASS SAGE LOW E, SAFETY GLASS WHERE REQUIREDGLAZING OFFICE POD SPANDREL N/A DARK GREY VIRACON LOW E, SAFETY GLASS WHERE REQUIRED

No.

DATE

DESCRIPTION

BY

Level 010"

Level 0211'-6"

7 8




9

5' High Impact Base, Typ. Hollow Metal Exit Door, Typ. Roll-Up Door 1, Typ. Metal Panel 1, Typ. 14" x 10' Tall Daylight Panel, Typ. This Elev.Door Letter Signage,Typ. See Dtl. 5/A10.14

EQ. EQ.

EQ. EQ.

Concrete Filled Bollard, typ.

Level 010"

Level 0211'-6"

Level 0211'-6"

124






3Soffit Lights,Typ.

Metal Panel 1,Typ.

DaylightPanels,Typ.


Roll-Up-Door II, Typ. High Impact Concrete BaseBetween Garage Doors, Typ.

Alum. Window SystemGlass EntryDoors, Typ.

Metal Panel 3, Typ. Alum. Ext. Windows 42" 1-1/2" Pipe Guardrail At Van RampOn Curb

Automatic Leveler& Bumper Typ.

SpandrelPanel,Typ.

PenthouseBeyond

Tenant SignagePanel, Typ.

Guardrail, Painted Mech.

Entry Canopy, Typ.

Railing, Painted

6"2'

-10"

2'-1

0"3'

-0" 2'

-10"

2'-1

0"2'

-10"

3'-1

0"

7' 1-1/2"7' 1-1/2" 6'-10 3/8"

3'-2

"8'

-4"

3'-1

0"

Ladder

Down LightsIn Soffit, Typ.

Rain Water OutletSee SDP for locations, Typ.

2'-1

0"

8'-4

"

8"8"

1A9.06B

Level 010"

Level 0211'-6"

CBA



Metal Panel 1, Typ.


Metal Panel 2, Typ.

5' High ImpactConcrete Base, Typ.

Alum. WindowSystem, Typ.

Metal Panel 3,Typ.


Guardrail

Spandrel PanelTyp.

Spandrel PanelTyp.

3A7.01

Tenant Sign

Entry Canopy

DownLight InSoffit, Typ.

5'-1 1/4" 5'-1 1/4" 4'-10 1/4" 4'-11 1/2" 4'-10 1/4"6'-7 7/8" 6'-7 5/8"

8"8'

-4"

3'-2

"8'

-4"

3'-1

0"

Guardrail AtVan Ramp, Typ.

Level 010"

Level 0211'-6"

C B A



3A3.12

Metal Panel 3,Typ.

Hollow MetalDoor, Typ.

5' High ImpactConcrete Wall, Typ.


Metal Panel 2,Typ.

Guardrail


Metal Panel 1, Typ.

Spandrel PanelTyp.

Spandrel PanelTyp.

Entry Canopy.

Tenant Sign

DownLight InSoffit, Typ.

8"8'

-4"

3'-2

"8'

-4"

3'-1

0"

Guardrail at Van Ramp,Typ.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A3.02

ENLARGED ELEVATIONS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A3.022 Partial West Elevation

Scale: 1/8" = 1'-0"A3.021 Partial East Elevation

Scale: 1/8" = 1'-0"A3.024 Partial North Elevation

Scale: 1/8" = 1'-0"A3.023 Partial South Elevation

No.

DATE

DESCRIPTION

BY

Level 010"

Level 0211'-6"

1 2 4 5 6 7 8



3

A3.121

40'-0" 53'-4" 53'-4" 53'-4" 53'-4" 53'-4" 53'-4"

940'-0"

CARGO AREA -A CARGO AREA -B CARGO AREA -C CARGO AREA -D

Level 010"

Level 0211'-6"

Level 0211'-6"

C D EBA





A3.124

CARGO AREA

OFFICE

OFFICE

A3.122

22'-0" 18'-0" 25'-0" 132'-0"

A9.041

A9.042

A9.043

Level 010"

Level 010"

Level 0211'-6"

C D E




A9.051

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A3.11

SECTIONS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/16" = 1'-0"A3.111 Cargo Area Section 1



No.

DATE

DESCRIPTION

BY

Level 010"

Level 0211'-6"

C DBA


Warehouse Roof Tail32'-0" 3

A3.12

Structural Braces Beyond, SSD.

Interior Alum. Window1 Hr Rated

OFFICE

OFFICE

LOBBY

LOBBY

Long Span Truss, SSD.

Suspended 2'x 2' Acoust.Tile Clg. @ 9' AFF. Typ

Suspended 2'x 2' Acoust.Tile Clg. @ 9' AFF. Typ

Alum. Storefront WindowSystem, Typ.

A9.022

A9.021

A9.033

A9.034

A9.035 Sim.

A9.036

A9.048

A4.011

A9.023

Level 010"

Level 0211'-6"

E




CARGO AREA

A9.013

A9.011

A9.012

EQ.

EQ.

EQ.

A9.06B2

A9.012

A9.012

Level 010"

Level 0211'-6"

4



4A3.12 3

OFFICE

OFFICE

LOBBY

LOBBY

STAIRWELL

Elevator PenthouseBeyond, Typ.

Elevator PitBeyond, SSD.

Alum. InteriorWindow 1Hr. Rated

Suspended 2' x 2' Acoust.Tile Clg @ 9' AFF Typ.

Suspended 2' x 2' Acoust.Tile Clg @ 9' AFF Typ.

Metal PanStair Typ.

Interior Alum.WindowSystem, Typ.

Int. Alum. StorefrontDoor, Single Glaze.

3.5

A7.013

Elev Pit-4'-0"

Ladder

1A9.06B

Level 010"

Level 0211'-6"

4



3

CARGO AREA - A

Structural Braces,SSD.

CARGO AREA - B

Roll -Up-Door II,Typ.

Structural Braces,SSD.

TE Cabinet

Future TenantDoor, Option, Typ.

Interior Alum.Window1 Hr. Rated

TE Cabinet

3.5

Bollards At TE CabinetCorners, Typ.

Bollards At TE CabinetCorners, Typ.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A3.12

ENLARGED SECTIONS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A3.124 Office Pod Section 2

Scale: 1/8" = 1'-0"A3.122 Partial Cargo Section 2

Scale: 1/8" = 1'-0"A3.123 Office Pod Section 1 Scale: 1/8" = 1'-0"A3.12

1 Partial Cargo Section 1

Hollow Metal Door, Typ.

Long Span Truss, SSD.

Metal Panel 1, Typ.


Roof Membrane 1, Typ.

Elev. Penthouse

Elev. PitBeyond, SSD.

Continuous Metal Panel 1 Soffit

No.

DATE

DESCRIPTION

BY

Level 010"

D

Sink

Kitchenette Counter

Upper Cabinets

Lower CabinetsWith Removable FrontFor ADA Accessibility

34" M

ax.

24" M

ax.

2'-6

"

3'-0" 3'-0"EQ. EQ.

3A8.05

2A8.05

D

3

A4.01

3

4

6

5

1'-5"1'-6 3/4" 28" Min.

7'-5". 7'-5".

1'-5 23/32" 1'-6 1/8"28" Min.

30" x 48" Clear Floor Space

Grab Bar 36"

Grab Bar 42" Min

Accessible Wall Mtd Lav Sink

Accessible Wall Mtd WC

30" x 48" Clear Floor Space

Kitchenette CounterWith Lower Cabinets

Sink

Line of Upper Cabinets

A4.011

Tile floor

7'-3

7/1

6"

3'-0"

Tile starting pointTile starting point

MEN WOMEN

Floor Drain

Level 010"

48" Tile Wanescott

4" Integrated Tile Cove

Level 010"

Mirror

Accessivble Wall MtdLav Sink

8" Min.

11" Min.

48" Tile Wanescott


Level 010"

Toilet Paper Holder

19" m

in.

42" min. Grab Bar

33".

36" min. Grab Bar

Accessible Wall Mtd. WC

40" M

ax.

Dispenser 40" Maxto Highest Operable Part

48" Tile Wanescott


1'-0"

Level 010"

Accessible WallMtd Lav Sink

36" min. Grab Bar

Accessible Wall Mtd. WC

Mirror

34" m

ax.

17" t

o 19

" AFF

Light

48" Tile WanescottTile To Pass Behind Mirror


ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A4.01

ENLARGED KITCHENETTE /

LAV PLANS & ELEV.

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JTScale: 1/2" = 1'-0"A4.011 Kitchenette Elev.

Scale: 1/2" = 1'-0"A4.012 Office First Floor Lavs

Scale: 1/2" = 1'-0"A4.013 Elevation 1 - a

Scale: 1/2" = 1'-0"A4.014 Elevation 1 - b

Scale: 1/2" = 1'-0"A4.015 Elevation 1 - d

Scale: 1/2" = 1'-0"A4.016 Elevation 1 - c

No.

DATE

DESCRIPTION

BY

4

C

D

B

A

3.43 3.5

No CeilingIn Service Rooms

9'-0" AFF2' x 2' ACTThroughout Offices

9'-0" AFF2' x 2' ACTThroughout Offices

9'-0" AFF

9'-0" AFFMetal Panel 3Soffit Above Main Entry

Spandrel GlassAbove Side Entry

Spandrel GlassAbove Side Entry

9'-0" AFFGyp. Bd. Clg.At Bathrooms

No CLg In Closet

Entry Canopy

EQ.EQ.

EQ.

EQ.

EQ.

EQ.

EQ. EQ.

4

C

D

B

A

3.43 3.5

9'-0" AFF2' x 2' ACTThrought Offices

9'-0" AFF Gyp Bd. Clg.At Restrooms w/Diffusers

8'-4" AFF Only At2nd Floor Lobby

8'-4" AFF Only At2nd FloorOffice Entry

9' AFF

8'-4" AFF

8'-4" AFF

9' AFF

9'-0" AFF2' x 2" ACTThroughtout Offices

9' AFF

Roof Access Ladder and Roff Hatch

EQ. EQ.

EQ.

EQ.

EQ.EQ.

EQ.

EQ.

EQ. EQ.

EQ. EQ.

EQ.

EQ.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A6.01

REFLECTED CEILING PLAN

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A6.011 RCP - Level 01Scale: 1/8" = 1'-0"A6.01

2 RCP - Level 02

No.

DATE

DESCRIPTION

BY

DN

4

B

A

3.4 1-1/2" Dia. PipeHandrailing, Painted Typ.

Metal Pan Stairs, Typ.

3000 lb. Hydraulic Elevator5'-7" x 7'-0" Elev.Platform Cab

Alum. InteriorWindow System

Alum Storefront Door,Single Glaze

Alum Storefront Door,Single Glaze

Alum. InteriorWindow System

3A7.01

1 Hour Rated Wall

6'-8".

6'-1

0 1/

2"

1.ST02

STAIR 1

1.E06

CE

1.M02

MR

1.E04

SSR

1.EL964

ELEV

1.E02

TW

1.002

LOBBY

1.004

CL

2A7.02

5A7.02

8'-6

"

6'-4"

1'-1

"3'

-6"

9T @ 11"

8'-3" 4'-0" 4 3/4"

4'-0

"9"

Handrail height to be 36" at this location

4A7.01

3 5/

8"

3'-6"3'-6 1/8"

Reinforced DeckEdgeSee 1/S7.14

4

B

A

3.4

3000 Hydraulic Elevator5'-7" x 7'-0" Elev.Platform Cab.

Metal Pan Stairs Typ.

1-1/2" Dia.Handrailing, Painted,Typ.

Int. Alum. WindowSystem, typ.

Interior StorefrontDoor System,Single Glazed.

High-LowDrinkingFountain 3

A7.01

1-1/2" Dia.Handrailing, Painted,Typ.

1 Hr. Fire Rating

Mop Sink

Roof Access Ladder

2.ST02

STAIR 1

2.EL964

ELEV

632.2.002

LOBBY

2.006

M

2.010

W2

A7.02

5A7.02

1'-1

"3'

-6"

8'-6

" CLR

6'-4" CLR

A10.14 21

7'-3 1/8"

9T @ 11"

8'-3" 4'-0" 4 3/4"

4'-0

"2"

4'-0

"9"

4A7.01

A10.149

1'-0"

4A7.04

Reinforced Deck EdgeSee 1/S7.14

Level 010"

Level 0211'-6"

4


LOBBY

LOBBY

STAIRWELL

5A7.02

1A9.03B

10R

@ 6

7/8

"

5'-9

"

10R

@ 6

7/8

"

5'-9

"

4A7.01

4A7.04

Level 010"

Level 0211'-6"

A


Level 010"

Level 0211' - 6"

A

T.O.S. Pod Roof22' - 6"

T.O. FOOTING-1' - 2"

Pod Roof23' - 0"

T.O. Pit-4' - 0"

3A7.01

Elev Pit-4'-0"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A7.01

VERTICAL CIRCULATION

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/4" = 1'-0"A7.011 Level 1 - Office Pod - Stairs & Elev.

Scale: 1/4" = 1'-0"A7.012 Level 2 - Office Pod - Stairs & Elev.

Scale: 1/4" = 1'-0"A7.013 Office Pod - Stair 1 Section (Stair 2 Sim.)

Scale: 1/4" = 1'-0"A7.014 Office Pod - Stair 1 Section 2

No.

DATE

DESCRIPTION

BY

B

2A7.02

5A7.02

8'-6

" CLR

6'-4" CLR

Pit Ladder

24" x 24" x 6" SumpPit @ Elevator Pit

Seal and WaterproofConcrete at ElevatorPit

Level 010"

Level 0211'-6"


2.EL964

ELEV

1.EL964

ELEV

Elev Pit-4'-0"

13'-6

"11

'-6"

4'-0

"

7'-0

"7'

-0"

Pit Ladder

Sprinkler Head

A7.024

A7.024

A7.029

A7.027

Level 010"

Level 0211'-6"

B


2.EL964

ELEV

1.EL964

ELEV

Elev Pit-4'-0"

4'-0

"11

'-6"

13'-6

"

Pit Ladder

Light Switch & Light w/ LensCover w/ Cage

GFCI Outlet

Light Switch & Light w/ LensCover w/ Cage

GFCI Outlet

Sprinkler Head

Smoke Detector Co-ordW/Elevator Equip

Louvered Vent

A7.028 Sim.

Tile flooring

Threshold (by elevatorcontractor)

Grout solid (by elevatorcontractor)

Sill (by elevatormanufacturer)

Hoistway door

Sight guard

Face of frame beyond

Conc. foundation slab;see structural dwgs

16 ga. fascia/toeguard

5" x 5" x 10ga. sillangle (by elevatorcontractor)

3/4" KB-TZW/ 4 3/4" embeded

ALIGN

2 9/

32"

Tile flooring

Threshold (by elevatorcontractor)

Grout solid (by elevatorcontractor)

Sill (by elevatormanufacturer)

Hoistway door

Sight guard


Conc. slab o/mtl. deck

16 ga. fascia/toeguard

4-1/2" x 4-1/2" x10ga. sill angle (byelevator contractor)

Re-Inforced DeckEdge, SSD. S7.14

Structuralbeam; seestructural dwgs

Wall; see floor plansfor wall type

ALIGN

Acousticalceiling tile; seeRCPs

Mtl. angle

Caulk

2"

1/2"

Elevator cab door& door frame bymanufacturer

Dust coverWall; see floor plansfor wall type


Elevator door frame

Inside face ofhoistway

Semi-RigidInsulation

Conc. OverDecking

6" Min.

4" M

in.

6" Min.

Vapor Barrier

TaperedInsulation

1/4" CoverGypsum Bd.

RoofingMembrane

RoofingMembrane

Roofing Membrane

Mastic Sealer Seam

Cap Flashing

Cover Bd.

Cover Bd

GypsumBd.

Metal StudFraming

MetalFraming

GypsumBd.

RoofingMembrane PT. WD. Nailer

Edge Fastener

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A7.02

VERTICAL CIRCULATION

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/4" = 1'-0"A7.021 Elevator Pit

Scale: 1/4" = 1'-0"A7.022 Office Pod - Elevator Section 1

Scale: 1/4" = 1'-0"A7.025 Office Pod - Elevator Section 2

No.

DATE

DESCRIPTION

BY

Scale: 3" = 1'-0"A7.027 Elevator Door Sill @ Ground Floor

Scale: 3" = 1'-0"A7.029 Elevator Door Sill

Scale: 3" = 1'-0"A7.024 Elevator Door Head

Scale: 3" = 1'-0"A7.028 Elevator Penthouse Cap

Precastconcrete tread

Steel Stringer, See Shop Dwg.

of steel stringerSee floor plans forwall type

CL

F.O.S

2"

Required backing

Handrail bracket @ 4'-0" O.C. max.

Sheet metal screw

Pipe sleeve @ gypsum & plaster finishes

1 1/2" O.D. 13 GA. Tube

Elevation

Plan

Inside face ofstair core wall

2'-1

0"

One tread

2'-1

0"

2'-1

0"

1'-0"

1'-0"

3"

1 1/

2" C

lr.

Conc wall

3/8" diawedgeanchor

Scheduledwall

SMS asreq'd

Standardwall mtdbracket

Pipe rail

Standardwall mtdbracket

Pipe rail

Blocking

Wagnerbracket,type 1-h,style b

1-1/4" diapipe rail

Return piperail to wall

BRACKET ATSTUD WALL

BRACKET AT CONCWALL

HANDRAILRETURN

1 1/2"

MAX

3 1/2"

Steel stringer, SSD

Precast concrete treadand riser o/ mtl. pan

Accent color strip

See 7.01

Conc. slab

Precast concrete treadand riser w/ mtl. pan

Accent color strip

Angle Tie Down

Rise

rs v

ary

Steel stringer, SSD

Precast concrete treads

Accent color strip @ topand bottom

Mtl face beyond

Precast concrete landing

Rise

rs v

ary

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A7.03

STAIR DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1 1/2" = 1'-0"A7.037 Stair Stringer @ Wall

Scale: 3" = 1'-0"A7.035 Handrail Mounting

Scale: 1/2" = 1'-0"A7.034 Handrail Details

Scale: 3" = 1'-0"A7.036 Handrail Mounting

Scale: 1 1/2" = 1'-0"A7.032 Stair @ Main Floor Landing

Scale: 1 1/2" = 1'-0"A7.031 Stair @ Concrete Slab

Scale: 1 1/2" = 1'-0"A7.033 Stair @ Intermediate Landing

No.

DATE

DESCRIPTION

BY

Header channel

X

PlanMetal endcaps typ.

X

Section X-X

1/4" toe pl.

1 1/2" SQ. X 11GA. tubing

1 1/2" O.D. X 13GA. tubing

1 1/2"

2'-1

0" 2'-1

0"4"

3"3"1 1/2"

4'-0" max. 1 1/2" 3"

5"

3'-6

"

3 15

/16"

max

. typ

.1/2" O.D. X 13GA. tubing orsquareintermediates

5"

2'-1

0"

3 1/2"

2"

2 1/2"

1 1/2"

Plan

Landing work linenose of tread

Headerchannel

3 15

/16"

max

. typ

.

1 1/2" O.D. x 13GA. Tubing

Plate stringerX

X

3'-6

"

11 GA. closure(field weld)

Section X-X

1 1/2" x 11 GA. SQ. tube posts

3 1/4" min.

6 15/16" max.

Elevation Section

3'-6

" min

.

3 15

/16"

max

. typ

.

1 1/2"

3'-6

"

3 15

/16"

max

. typ

.

2'-1

0"

Level 0211' - 6"

Stair Rail

Second Floor Landing

Support Beam SSD. S7.14

Weld to Reinforced DeckEdge and Weld Tab

3/16"

1/4" Weld tab

Typ. All

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A7.04

STAIR DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1" = 1'-0"A7.043 Guardrail @ Top Flight

Scale: 1" = 1'-0"A7.041 Guardrail Details

Scale: 1" = 1'-0"A7.042 Guardrail Details N

o.

DATE

DESCRIPTION

BY

Scale: 1" = 1'-0"A7.044 Guardrail Connection at Second fFoor Landing

Non-rated

5/8" Type 'X' GWB6" Metal studs at 16" O.C.; GA as required for spanInsulation where requiredPartition general notes5/8" Type 'X' GWB

1-HR rated UL List: U465

5/8" Type 'X' GWB6" Metal studs at 16" O.C.; GA as required for spanInsulation where requiredPartition general notes5/8" Type 'X' GWB


Shaft liner2 1/2" C-H stud @ 24" O.C; GA as required for spanInsulation where requiredPartition general notes5/8" Type 'X' GWB

Shaft side

9" Concrete up to 60" A.F.F.U.O.N.

Utility SideCargo Side

B

60" A.F.F. TYP.

CL

Partition general notes:

1. All studs to be 16" o.c. u.o.n.2. All gyp. bd. to be 5/8" thick type 'X' u.o.n.3. Provide DensShield Fireguard at all interior "wet" locations including trash room,

mech. rms, kitchenette, drinking fountain area.4. Provide DensArmor Plus Fireguard at all interior "humid" locations including

bathrooms, janitor mop closet.5. The partition type above or below any opening is to be the same as that scheduled

for either side of the opening.6. Differing partition types shall align so that wall planes continue unbroken in rooms,

unless otherwise noted.7. All top and sill plates shall be set in continuous acoustical sealant tape each side.8. Partitions noted to be "acoustical", require acoustical sealant around all pipe and

duct penetrations, bottom and top plates, where the wall meets the structure and atdissimilar materials. Acoustical partitions are to be sealed air tight. See detailssheet A8.06.

9. Dimension location for all partitions is to the face of gypsum board panels.Dimension point symbol =

10. Refer to 4/A8.06 for electrical outlet box locations in rated walls. Refer to 3/A8.06for acoustical sealant at outlets in acoustical walls.

11. Partitions indicated as fire rated form a separation that shall be continuous fromfloor to floor above with no breaks at columns, beams, wall transitions, or otherobstructions.

12. All insulation to be full stud width with a max. depth of 6" at the walls. For clarity,insulation is not shown on many details. Insulation is to run continuous aroundcolumns and other obstructions to form a continuous acoustic or thermal barrier.

13. Studs to be 25 GA at all single-stud acoustical partitions. Use knurled studs oradjust spacing as required for spans. Heavier gauge may be used at non-acoustical or double-stud partitions.

14. Wall types shown with sound attenuation blankets are to receive blankets exceptwhere indicated on floor plan.

15. Walls that require acoustical insulation unless noted otherwise: 1. Office demising walls 2. Corridor walls 3. All exterior walls (thermal insulation; acoustical properties to meet STC) 4. Stud bays with plumbing

5. Pony walls with plumbing 6. Bathroom walls 7. Shaft walls @ offices 8. Furred walls at exterior wall (thermal insulation; acoustical properties to meet

STC)9. Partitions separating conditioned and unconditioned spaces (thermalinsulation; acoustical properties to meet STC)10. Public areas (including Lobby)

17. N/A18. See plumbing drawings for locations of pipes within walls.19. Provide fire resistive joint system between fire resistive walls and fire resistive

floors or fire resistive ceilings per requirements of CBC Section 706.20. All walls to be reinforced as required to support wall-mounted equipment, in

accordance with Title 24, CCR and manufacturer's specifications.21. Walls supporting casework, shelving, grab bars, and other wall-mounted items

shall be reinforced per manufacturer's specifications, instructions, andrecommendations, and per California Building Code requirements.

Non-rated

5/8" Type 'X' GWB6" Metal studs at 16" O.C.; GA as required for spanInsulation where requiredPartition general notes

Interior side

Non-rated

(2) Layers 5/8" type 'X' GWBInsulation3 5/8" Metal studs; GA as required for span,, 16" O.C.Airspace3 5/8" Metal studs; GA as required for span, 16" O.C.(2) Layers 5/8" type 'X' GWB

Over

all w

idth

10 3

/4"

1" M

IN.

1" M

IN.

1"

Remarks: Plumbing is to be 1" MIN. clear of wall elements


(2) Layers 5/8" type 'X' GWBInsulation3 5/8" Metal studs; GA as required for span,, 16" O.C.Airspace3 5/8" Metal studs; GA as required for span, 16" O.C.(2) Layers 5/8" type 'X' GWB

Remarks: Plumbing is to be 1" MIN. clear of wall elements

Over

all w

idth

10 3

/4"

1" M

IN.

1" M

IN.

1"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A8.01

PARTITION TYPES

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: Wall Type 3" = 1'-0"A8.011 Interior Partition - Non Rated

A

Scale: Wall Type 3" = 1'-0"A8.012 Interior Partition - 1 HR Rated

BScale: Wall Type 3" = 1'-0"A8.015 Shaft Wall - 1 HR Rated

E

Scale: Wall Type 3" = 1'-0"A8.017 Concrete Wall W/ Gyp. Bd. Above - 1 HR Rated

G

Scale: Wall Type 3" = 1'-0"A8.016 Furred Wall - Independent

F Scale: Wall Type 3" = 1'-0"A8.013 Chase Wall - Non Rated

C

Scale: Wall Type 3" = 1'-0"A8.014 Chase Wall - 1 HR Rated

D

No.

DATE

DESCRIPTION

BY

12 ga. hanger wire

Min. 3 tight turns

Cross runner

Acoustic panel

Main runner

1 1/

2"

Free Side

Fixe

d Si

de

Free

Sid

e

Fixed Side

Line of perimeter wall

Main runners @ 2'-0" o.c.

Cross runnders @ 2'-0" o.c.

12 ga. vert hanger wires @ 4'-0"o.c. @ each main runner. Seedetail

4 way 45 deg 12 ga wire bracing &compression post one every 96 sf max.Begin @ 4'-0" max. from perimeterwalls. See detail

12 ga. min. wire at each corner oflight fixtureAdditional fixture such as lightingfixture, diffuser, supply, speakers,etc req'd 2 (min) wires, see detail

8 ga. perimeter hanger atterminal end of each main runner& cross tee

Notes:1. Max distance to first bracing point2. Provide counter sloping wires for vertical hanger

wires more than 6 in 1 out of plumb3. Attach each vertical wire to support above

&ceiling suspension member w/ min. Of 3 tightturns in 1-1/2"

4. Secure diagonal framing wire to main runnerswith 4 tight turns in 1-1/2"

8A8.02

Typ.

7A8.02

Typ.

6A8.02

5A8.02

9A8.02

8" Max. Typ.

1/4" Dia. ea. w/ 2" penetration

3/4" Electric metal tubing (E.M.T.)compression strut for lengths upto5'-0". 1" E.M.T. for lengths over5'-0"

4-No. 12 ga. wires securedwithin 2" of cross runnerintersection and splayed 90 deg.from each other @ 45 deg. maxangle from plane of ceiling, maxspacing @ 12' o.c. in eachdirection or per 144 sf. secure tostructure aboveLay-in acoustic panel

Main runner

Concrete deck

1/4" dia bolt & nutcompression struct.to main track

Notes:1. Provide 4'-0" max from two adjacent walls and 6'-0"

from two other adjacent walls to support a tributary areaof 96 sf. max.

Recessed flourescentfixture

Cross runner

Main runner

No. 10 ga. lateral support wirewithin 3" of each corner ofcorner of light fixture splay wireas shown min. of three full wrapsat each connectionpoint. Wiresupport by acoustical ceilingcontractor. See C.A.C. Title 24std. Latest edition.

Fixtures weigh 20 lbs. or moreconnect (2) no. 12 ga. fixturesupport wire @ diag. cornersof ea. fixture. Three full wrapsmin. fixture support wiresupplied and hung by t-barcontrator. Max fixture weight55 lbs.

All light fixtures mustbe positively attachedto suspension system.

45°.

45°.

60° M

ax.

Flatten ea. end of strut

Provide one compressionstrut. For additionalinformation see detail

(2) 12 ga. bracing wires withmin. 4 tight turns in 1 1/2"both ends

(2) 12 ga. bracing wires withmin. 4 tight turns in 1 1/2"both endsHanger wires @ 4'-0" o.c.max each way. Gauge ofwire per title 24, table 25a-awith min 3 tight turns in 11/2" both endsMain tess @ 4'-0" o.c.

2" max frombracing wiresto crossrunners

Struct. slab

Lockingcross tees@ 2'-0" o.c.typ.

6A8.02

1/4" dia. expansion anchors

Vertical Hanger Wire Attachment

Splayed Seismic Bracing Wire Attachment

A

B

45°

#3x12" Rebar

Mtl. deck

Hanger wire-tie to #3 rebarw/ 3 wraps around rebarand one wrap around wire

Mtl. deck2 #8x1/2" sms

3" wide by 4" long 12 ga mtl.strap

Hanger wire-tie to #3 rebarw/ 3 wraps around rebarand one wrap around wire

Pop rivet

Notes:1. 1/4 of the length of the end runner whichever is less.2. Nails at ends of horizontal struts are to be placed with

nail head toward centerline of span of strut.

12 ga. hanger wire

Min. 3 tight turns in 1-1/2"

Main or cross runner

Acoustic panel

2" x 2" Trim angle

#10 S.M.S. at each stud

or note (1)

8" Max.

Spreader bar, typ.

12 ga. hanger wire

Min. 3 tight turns in 1-1/2"

Main or cross runner

Acoustic panel

2" x 2" Trim angle

#10 S.M.S. at each stud

Notes:1. 1/4 of the length of the end runner whichever is less.2. Nails at ends of horizontal struts are to be placed with

nail head toward centerline of span of strut.

3/4"or note (1)

8" Max.

Framing channel

Main runner channel

Acoustic panelALIGN ALIGN

Continuous piano hinge

Outer frame

Plastic grommetAdhesive mastic

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A8.02

CEILING DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Scale: 3" = 1'-0"A8.029 Hanger Wire Connection to Grid

Scale: 1/2" = 1'-0"A8.024 Support Spacing Diagram

Scale: 3" = 1'-0"A8.026 Compression Strut Detail

Scale: 3" = 1'-0"A8.025 Recessed Light Fixture Detail

Scale: 3" = 1'-0"A8.022 T-Bar Grid Detail

N.T.S.Scale:A8.023 Hanger Wire Support Details

Scale: 3" = 1'-0"A8.027 Perimeter Detail (Fixed Condition)

Scale: 3" = 1'-0"A8.028 Perimeter Detail (Free Condition)

Scale: 3" = 1'-0"A8.0210 Suspended Access Panel

5 direction hanger wire at 45degree angle to the roofstructure- with center seismicstrut 90 degrees to the ceilingSteel main runner channel

Saddle tie wire

5/8" Gyp. Bd. on metalcross furring channel

7/8" Stl. hat channel@ 16" o.c. max.

Saddle-tie, typ.

5 direction 12 ga. hanger wireat 45 degree angle to the roofstructure-with center seismicstrut 90 degrees to the ceiling

See detail

1 1/2" Stl. main runnerchannel at 4' o.c.

5/8" type 'X' Gyp. bd.interior conditions

Metal reveal

#10 SMS at ea. stud

3A8.02

Hanger wireMtl. framingmatch adj.s.s.d.

For framingS.S.D.

See RCPBottom of ceilingCorner bead

Mtl. wall hanger5/8" Gyp. Bd.

6" Max. typ.

ALIGN

See RCPBottom of ceiling

6" M

in.

6" M

in.

Acoustic panel

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A8.03

CEILING DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Scale: 3" = 1'-0"A8.031 Suspended Gyp. Board Ceiling

Scale: 3" = 1'-0"A8.032 Suspended Gyp. Board Ceiling @ Wall

Scale: 3" = 1'-0"A8.033 Acoustic Panel Drop Ceiling

Structural conc. slab

D.P.

CL

Aluminum transition stripsubmit sample to architect forapproval

Door as scheduled

Align center line of door withcenter line of transition strip

Tile flooring with1/8" thinset min.

3/4"

1/4"1

2

Grout joint

Tile floor, see specifications

Thinset latex cementmortar bond coat

Liquid waterproofing

Membrane bond coat whereoccurs

Structural conc. slab, SSD.

Note:Install per TCAmethod F122-01

Aluminum threshold setin bed of sealant

Concrete slab

Recessed aluminum andrubber strip floor grate

Entry door & threshold

D.P.

Tileflooring

Blocking

12

1/2"

Max

.

1/4"

Interior Exterior

SLOPE DN 2%

See floor plans

Floor grate depth and width

12

Aluminum threshold setin bed of sealant

Recessed aluminum andrubber strip floor grate

Entry door & threshold

D.P.

Concreteslab

Blocking

12

Interior Exterior

SLOPE DN 2%12

1/2"

Max

.

1/2"

Max

.

See floor plans

Floor grate depth and width

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A8.04

FLOOR TRANSITION DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Scale: 6" = 1'-0"A8.043 Threshold - Tile to Concrete

Scale: 3" = 1'-0"A8.044 Tile Flooring Typ. Thinset

Scale: 3" = 1'-0"A8.041 Main Entry Door Threshold

Scale: 3" = 1'-0"A8.042 Side Entry Door Threshold

6"

Backsplash

Cabinet pullStainless steel sink; 6" maxdeep - See plumbingscheduleInsulated plumbing and trapP.Lam over 3/4" plywoodremovable face, kick &base

Removable Integraltoe kick on doorFlat rubber base

Plywood panel tobe removable

CL

A8.054

A8.051

4 1/

2"

3"

Finish Floor

P.Lam over 3/4" plywoodcountertop

Attachment Clip to toe kick

Cont. finish floorunder sink

Flat rubber base

3 1/2"

1'-6"

2'-1" Faucet ADA Compliant

2'-1

0"

2'-6

"

See Elevation

Plywood

(2) Loose shelves; 1" plywood withveneer

P.Lam over 3/4" plywood

Plywood

Cabinet pull

1'-1"

1 1/

2"

C L

A8.055

A8.056

2"

Cabinet pull

Door - P.Lam over3/4" plywood


1"

1/8"1 1/

4"1

1/2"

4"

3 1/2"

Plywood subtop

Finished plywood apron

Finished door stop

7/8"

Finished plywood apron

Up-turn P-lam

Wood blocking

Plywood subtop

Use 2 - #14 x 31/2" SMS @ 16" o.c.with 3/4" washer

Plywood back

Gypsum board

Wall backing;See detail

1"


#8 x 2" FHWS @ 16" o.c.Backsplash

9A8.05

Wood blocking

Plywood


Plywood back

Gypsum board

2"

Valence at cabinet end


9A8.05

Wood blocking

Plywood top


Plywood back

Gypsum board


9A8.05

16 GA.metal studs

Type 'A' backing plate

1. For misc items such as surface-mounted mirrors & toweldispensers, waste receptacles,fire extinguishers, etc.,weighing less than 50 LBS/LF

2. See partition types for stud size.3. Verify length, height, location, &

quantity of backing plates req'dwith appropriate manufacturers& trades.

4. Use 16 GA X 6" strap pl fastenedto stud with (2) #12 sheet metalscrews.

5. Span backing plate over 3 studsminimum.

6. Attach items to backing platewith #12 self-tapping sheetmetal screws U.O.N.

16 GA.metal studs

Type 'B' backing plate

1. For base cabinets, full heightcabinets, rub rails, hand rails,lockers, ET cetera, weighingless than 100 LBS/LF.

2. See partition types for stud size.

3. Verify length, height, location, &quantity of backing plates req'd.

4. Fasten 14 ga x 6" strap pl to eastud w/ (3) #12 sheet metalscrews.

5. Span backing plate over 3 studsmin.

6. Attach items to backing platewith #12 self-tapping sheetmetal screws, U.O.N.

Type 'C' backing plate

1. For all upper wall-hungcabinets, grab bars, wall-mountedequip & misc items weighing lessthan 200 lbs./foot. reinforcementsfor grab bars shall be able tosupport a min. of 250 LBS/LF.

2. Fasten 16 ga x 6" notchedmetal track to ea stud w/ (3) #12 sheet metal screws with14 threads per inch at eachend, tip size T1.

3. See partition types for studsize.

Notch track

16 GA.metal studs Heavy loads including grab bars

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A8.05

CASEWORK DETAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Scale: 1 1/2" = 1'-0"A8.052 Sink Cabinet

Scale: 1 1/2" = 1'-0"A8.053 Upper Cabinet

Scale: 6" = 1'-0"A8.051 Counter Edge at Sink

Scale: 6" = 1'-0"A8.054 Base Cabinet Wall Anchorage

Scale: 6" = 1'-0"A8.055 Upper Cabinet Bottom

Scale: 6" = 1'-0"A8.056 Upper Cabinet Top

Scale: 3" = 1'-0"A8.057 Backing Plate - Light Loads

Scale: 3" = 1'-0"A8.058 Backing Plate - Medium Loads

Scale: 3" = 1'-0"A8.059 Backing Plate - Heavy Loads

RoofMembrane-A

5/8" Gyp. RoofSheathing Water Dam

Structural Deck

Versawall Panel

Edge Profile

Appropriate Fastener

Fastener

Continuous C-Support, SSD.

6"

4"

E 3'-9".

Vapor Barrier

Sealant

Outrigger Support, SSD.

Blocking

5".3'-4".

Edge OfDeck

Versawall Panel

Base Extrusion

ContinuousSupport

Cont. Weep Holes@ 12" O.C.

1/2".

Face of Column

High ImpactConcrete Wall Base

Sealant Each Side

Sealant

4"

Cont. Sealant &Backer Rod

Versawall Panel

C-Channel

Angle

Varies.

VersawallPanel

Rodeca PanelDaylight windowInsert

Daylight WindowBase ConnectionsAluminum/Anodized

Daylight WindowBase ConnectionsAluminum/Annodized

VersawallPanel

Sealant

Sealant

1/2" Min.5 1/2" Min.Cont. Welded Seam Per Manuf.Recommendation

Fastened 5/8" Thick GypsumRoof Sheathing Glass-Matt Face

60 Mil PVC Membrane Fully AdheredTo Roof Membrane.

Metal Decking

1/8" Max.

(Fasteners 1-5/8" Long , Attached To Top Of Deck(Ensure Fasteners Are Attached To Top Of Mtl DeckAnd Not In Flute Valleys)

10 Mil Vapor Barrier Loose LayW/ Taped Overlap Seams

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.01

DETAILS - ENVELOPE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3" = 1'-0"A9.013 Wall Panel at Roof Edge (West Elev)

Scale: 3" = 1'-0"A9.011 Wall Panel Base @ Conc. Curb

Scale: 3" = 1'-0"A9.012 Wall Panel at Girt Support

Scale: 6" = 1'-0"A9.014 Rodecca Window Panel

No.

DATE

DESCRIPTION

BY

Scale: 6" = 1'-0"A9.015 Roofing Membrane System- Cargo Roof Typical

Roof Membrane-A

DensglassWater Dam

Structural Deck

Versawall Panel

Edge Profile

Appropriate Fastener

Fastener

6".

4"

1

9

Versawall Panel

Base Extrusion

ContinuousSupport

Cont. Weep Holes@ 12" O.C.

1/2"

Face of Column

High ImpactConcrete Wall Base

Sealant Each Side

Sealant

Cont. Sealant &Backer Rod

Rodecca Panel

Truss Top CordExtension FramingSSD.

W-Beam (SSD)

Angle

Versawall Panel

Angle Support

Light Gage Framing

A9.024

SealantAir Barrier WhereOccurs

1/2"1/2"

Cont. Sealant & Backer Rod

3'-6"

3'-1".

Edge Of Deck5".

Light Gage Strut

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.01B

DETAILS - ENVELOPE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JTScale: 3" = 1'-0"A9.01B1 Wall Panel at Roof Edge (North & South Elev)

No.

DATE

DESCRIPTION

BY

RoofMembrane-A

StructuralDeck

W BeamSSD.

Framing

Face ofColumn

Densglass

C

VersaWallSoffit Panel

Drip Barrier

Screen

Clip ToRodeccaFrame

Kicker SSD.

Center Line ofColumn

Curb Support

Curb Cap

Rigid Insulationslope to drain1/4" per ft.o/ vapor barrier

RodeccaTranslucentPanel

1/4" per Ft Slope to Drain

3'-6

".8"

Min

.

C

1'-8"

Rodecca Panel

Versawall panel

Angle (SSD)

C-Channel (SSD)

Face of Column

RoofMembraneType-A

StructuralDeck

Water Dam Beyond

W BeamSSD.

Framing

VersawallPanel

Main DrainPipe

Edge of MainRoof Decking

Decking

Framing

W BeamSSD.

Strainer Dome

2'-8 1/2" 2'-0"

8"

Gutter Ridge LongDirection

AngleSupport

6"Fascia Cap Flashing

5" 8'-4".

8'-9".

Approx. 3' - 0" OC.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.02

DETAILS - ENVELOPE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3" = 1'-0"A9.022 Gutter Soffit at Top Wall

Scale: 3" = 1'-0"A9.021 Top Wall at Office Roof

Scale: 3" = 1'-0"A9.024 Rodecca Top Wall Meets Lower Versawall

Scale: 3" = 1'-0"A9.023 Gutter Detail

No.

DATE

DESCRIPTION

BY

Alucobond

Alucobond PanelSupport Frame

Waterproofing

Exterior Sheathing

Metal Stud Wall AndInsulation

Bottom PanelExtrusion andDry Gasket

Conc. Curb andFloor

8".

6" Typ Curb6".

Alucobond


Waterproofing

Exterior Sheathing


1/2"

.


Waterproofing

Exterior Sheathing


Parapet Flashing Cap

Alucobond

8" M

in.

Heat Resistant Sasm

1"4"

Min

.

5" Min.

Clamp Angle

Caulk

Alucobond

Alucobond BondPanel SupportFrame

Soffit

Metal Stud Walland Insulation

Sheet Metal Substrate Angle forWaterproofing to Bond Over


Waterproofing

Exterior Sheathing


Sealant and BackerRod

Hollow Metal DoorFrame

Hollow Metal Door

Slope 1/4" Per Ft.

4" 1/2" Min.

1/2" MIN.Tapered Insulation,Fully Adhered

Conc. Over MetalDecking, SSD.

Semi-Rigid Insul.

Susp. Clg.

10 Mil, Vapor Barrier(Water Base Primer)

Welded Seam Per Manuf.Recommendation

Gypsum Roof 1/4" Cover board,Mech. Fastened To Deck

60 Mil PVC, Fully Adhered

4" M

in.

3" Min.

4" M

in.

3" Min.

Semi-RigidInsulation

Conc. OverMtl. Deck

Vapor Barrier

Tapered Insulation

1/4" Cover GypsumRoof'g Board

PVC Roofing Membrane

PVC Flashing Membrane OverAlum. Tape

SS. Drawband

Water Cut-Off Mastic

Cont. Sealant

Service Line/Plumbing Pipe

8" M

in.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.03

DETAILS - ENVELOPE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 6" = 1'-0"A9.033 Alucobond Metal Panel at Sill

Scale: 6" = 1'-0"A9.034 Alucobond Metal Panel Horizontal Joint

Scale: 6" = 1'-0"A9.035 Alucobond Metal Panel at Parapet

Scale: 6" = 1'-0"A9.036 Alucobond Metal Panel at Soffit

No.

DATE

DESCRIPTION

BY

Scale: 6" = 1'-0"A9.037 Alucobond Metal Panel Door Jamb/ Head Detail

Scale: 6" = 1'-0"A9.032 Roofing Membrane - Office Pod Roof

Scale: 6" = 1'-0"A9.031 Roof Penetration Detail


Pod Roof23' - 0"

Clear Opening

3'-0".

4".

3" X 1/2" Flat Bar

Roof Overhang andGutter Profile

1/2" SolidPipe Rail

4"

2" Dia. Ladder Rungs

Typ.

1'-2

"

2A9.03B

3" X 1/2" Flat Bar

Support Attachementto Rungs

Refer to SSD 7.05

1/4" Full DepthWeld Tab at Each Attachment

3/16"


Pod Roof23' - 0"

1A9.03B

3" x 1/2" Flat Bar

SupportAttachmentsto Rungs

3" x 1/2" Flat Bar

Clear

2'-2"

4" Curb4" 4"

SupportAttachmentsto Rungs

3" x 1/2" Flat Bar

3" x 1/2" Flat BarRailing Behind

3" x 1/2" Flat BarRailing Behind

Clear Opening

3'-6".

Gas SpringAssisted Opening

Pull Handle

Slam Cablock

Roof Hatch AccessPanel

Retractable Ladder

ExtendedSkirtw/Steps

Hung ACT Ceiling.

Panel W/Biometric Reader

Access Panel

FramedOpeningSupport

L6x6x1/4"

Reinforced Deck EdgeAll Around per1/S7.14.

3/8" 3" Min.

4" M

in.

3" Min.4" M

in.

3" Min.

Semi-RigidInsulation(@ Office Pod Only)

Conc. OverMtl. Deck

TaperedInsulation @Office Pod Only)

Cover GypsumRoof'g Board

PVC RoofingMembrane

PVC FlashingMembrane

Cont. Sealant

Structural SupportBeam SSD.

5/8"x14"x14" Steel PlateWeld to Beams SSD.

6" Dia. 24" HighHot Dip Galvanized

24" M

ax fo

r Pip

es 6

" STD

.

Steel TopPlate

1" Dia Typ.

Top Plate 5/8" x 1'-0" x1'-0"

Typ. Plate ToTop Flange1/2"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.03B

DETAILS - ENVELOPE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Scale: 3/4" = 1'-0"A9.03B1 Roof Access Ladder Side Section

Scale: 3/4" = 1'-0"A9.03B2 Roof Access Ladder Front Section

Scale: 1 1/2" = 1'-0"A9.03B3 Roof Hatch 070113

Scale: 3" = 1'-0"A9.03B4 Roof Fall Protection Detail

Level 010"

A

Entrance Slab

Office PodFinished Floor

Alucobond MetalPanel wall Beyond

Alucobond Metal paneland reveals wrapcorner at entrance

Storefront MainEntrance Door

A

AlucabondMetal Panel

ConcreteCurb, SSD

1'-3"

2 1/2" 7 1/8"

6"

Metal Stud Wall

6"

8"

Closure Edge

Sheetrock Shim

Base Board

Level 010"

4

Office PodFinised Floor

Storefront SideEntrance Door

StorefrontMullions Beyond

Level 010"

31'-3"

6"

Store Front System

Conc. Curb. SSD.

Conc. Floor Slab

Base Board Wd. Trim

8"

2" Metal Store FrontBase Trim(Align W/Adj. Alucabond)

4"

6"Horiz. Base Mullion

Level 0211'-6"

31'-3"

3"

Store FrontSystem Vert.Mullion

Spandrelw/ insul.

Mastic SmokeSeal

Support BeamSSD.

Susp. Clg.

Horizontal Mullion

2" Metal HorizontalMullion Trim Attachment(Align W/Adj Alucobond)

2 1/2" 2"7 1/2"


31'-3"

3"7 1/2"

Edge of Slab

Support BeamSSD.

Roof Membraneo/ Sloped Rigid Insul. Bd.

SpandrelPanel w/Insul.

1'-4

" 4" M

in.

2"2 1/2"

Cont. Sheet Metal Cap

Metal Studsw/ Densglass Sheathing

6" Min.

Level 0211'-6"

A

Level 0211' - 6"

3"2"7 1/8"

Aluca BondPanel

Conc. Edge ofSlab

BeamSupport, SSD.

Metal Stud Wall

2 1/2"

1'-3"

1"

Base Bd.

Mastic SmokeSeal

A

Roof - Offices (Typ.)23'-0"Pod Roof23' - 0"

1'-3"

Aluca Bond Panel

Beam Support, SSD.

Metal Stud Wall /Parapet

Roof Membrane

3"2".7 1/8"

1'-4

"

6"

4" M

in.

1/2"

2 1/2"

6" Min.

C

3Glass Line

Alucabond RevealPanel

Interior Wall

Metal Panel 2

Structural Col. SSD.

Ram Wall Below

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.04

DETAILS - OFFICE POD

BASE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3/4" = 1'-0"A9.048 Office Pod Section at Main Entrance

Scale: 1 1/2" = 1'-0"A9.041 Office Pod Section at Alucabond Panel Front Wall Base

Scale: 3/4" = 1'-0"A9.047 Office Pod Section at Recessed Side Entrance

Scale: 1 1/2" = 1'-0"A9.044 Office Pod Storefront Section at Conc. Curb

Scale: 1 1/2" = 1'-0"A9.045 Office Pod Storefront Section at Floor Slab

Scale: 1 1/2" = 1'-0"A9.046 Office Pod Storefront Section at Roof

No.

DATE

DESCRIPTION

BY

Scale: 1 1/2" = 1'-0"A9.042 Office Pod Section at Alucabond Panel Front Wall Second Flr.

Scale: 1 1/2" = 1'-0"A9.043 Office Pod Section at Alucabond Panel Front Wall at Roof

Scale: 1 1/2" = 1'-0"A9.049 Metal Reveal at Storefront & Metal Panel - Plan

2'-10"

2'-1

0"

Art Work

Aluminum Frame2" x 8"

Support Connection

Alucabond ExteriorFace

Support Connection

Electrical connection

6"

Light source

Art Work (Slides Out)

Removable End Cap

Support Connection

Alucabond PanelJoint

Alucabond ExteriorFace

ElectricalConnection

8'-0

"1'

-0"

2'-0

"6"

Kicker ToConcreteDeck

W18 MainFloor BeamStructuralSupport SSD.

8" x 8" StructuralSupportConnection

8"x8"x1/2"Torsion BeamStructural Frame

Rodeca Panel

Mounting Tabs

Store FrontOutline

Aluca BondPanel Wall Above

Floor Line

12'-9".

8" x 8" ToBeam Above

End Profile With 1"Drip Gap to FrameEach End

6" x 2"x1/4"Fully WeldedFrame

4" X 2" FrameRodeca Panel (Bended)

Line of RecessedEntry Wall

6" x 2"x1/4"Fully WeldedFrame

W18 Main Floor BeamStructural Support SSD.

8"x8" x1/2" Torsion Beam Beyond

4'-1"

8"x6"x3/8" Steel TubePost Support, SSD.

2 1/

2"

Torsion BeamMounted ToPost Support, SSD.

Torsion BeamThis EndMounted To(E) Building Col., SSD.

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.04B

OFFICE POD BASE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13Author

Designer Checker

No.

DATE

DESCRIPTION

BY

Scale: 1 1/2" = 1'-0"A9.04B1 Sign Plan and Elevation Detail

Scale: 1 1/2" = 1'-0"A9.04B2 Canopy Plan and Elevation Detail

Level 010"

Level 0211'-6"

C

Recessed Slab ForDock Leveler Pit, Typ.SSD.

Overhead Door

5' Hign ImpactWall Beyond

CARGO LOADING AREA

Structural Piles, SSD.D

Metal Panel 2return at doorway

Truck Parking Level

Slope 1/2" SSD.

Dock leveler equipment

1/4" x 4" x 4"Steel Angle AtAll Edges, Coordw/Structural

Elev Pit-4'-0"

Truck Bumper beyond

1/4" x 4" x 4" Steel Angleat all Edges, Coordw/Structural

1'-1

1 1/

2"

8"

1'-2

"

1" Dia. Conduit Location on North side of each dockonly. Confirm w/Manufacturer's requirements

Header Beam SSD.

6x6x3/8" Tube Col.Each SideOverhead DoorOpening, SSD.

Steel AngleConnect at Col.

Overhead Door Motor & Casing.

Header Support BeamW18x50 SSD. S7.14

Level 010"

Level 0211'-6"

C

5' Hign ImpactWall

Metal Panel 2Wall

Truck Parking Level

Cargo Area Floor

Truck loading DockRetaining Wall

Elev Pit-4'-0"

Truck Bumper beyond

Overhead Door

Structural Column Beyond,SSD

Downspout To Be CoordinatedWith Plumbing Plans.Extend Horizontal ToAvoid Base Plate

Downspout to Trench Drain

Downspout From Roof GutterSee Plumbing PlansFor Locations

Connect To Trench Drain, Typ.


Level 010"

Level 0211'-6"

C

5' Hign ImpactWall Beyond

Truck loading DockRetaining Wall

Elev Pit-4'-0"

Metal Panel 2 Wall


8

C

Typ. 4x4x1/2" Tube Col.Each Side OverheadDoor Opening

Typ. 6x6x3/8" Tube Col. Each Side OverheadDoor Opening - Face of HSS Should be1" Clear of Wall SSD S7.14

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.05

DETAILS - CARGO AREA

BASE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3/4" = 1'-0"A9.051 Cargo Area at Dock Leveler

Scale: 3/4" = 1'-0"A9.052 Cargo Area Dock Wall

Scale: 3/4" = 1'-0"A9.053 Cargo Area at Van Ramp Door

Cargo AreaConcrete Floor

Van LoadingRamp

Overhead Door


Structural ColumnBeyond, SSD

No.

DATE

DESCRIPTION

BY

Scale: 3/4" = 1'-0"A9.051B Detail - Col. at Overhead Door Wall (Typ.)

Level 010"

Level 0211'-6"

1

High ImpactConcrete Wall

Metal Panel wall

Pile, SSD

Cargo AreraConcrete Floor

Structural ColumnBeyond, SSD.

Elev Pit-4'-0"

Level 010"

Level 0211'-6"

1

Piles, SSD

Mechanical RoomConcrete Floor

Floor to ceilingLouvered Vent Wall

Metal PanelWall

Structural ColumnBeyond, SSD

12x12 Structural Tube Beam,SSD S7.14

Elev Pit-4'-0"

6" Concrete CurbBeyond

Light Gage Metal FrameCeiling Enclosure

4x4x1/2" Tube Columnsat Wall Ends, SSD S7.14

Steel L -Frame for Louver 3x Width

Support Rail for Louvers

Hollow Metal Door Framed WithinLouvered Vent Wall

Level 010"

Level 0211'-6"

1.5

Elev Pit-4'-0"

Metal Stud Upper Wall1 Hr rated

5' Tall 9" ConcreteLower Ram Wall

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.06


BASE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3/4" = 1'-0"A9.061 Cargo Area at End Wall Base

Scale: 3/4" = 1'-0"A9.063 Cargo Area at Mech Rm Louver

No.

DATE

DESCRIPTION

BY

Scale: 3/4" = 1'-0"A9.062 Cargo Area at Mech Rm Ram Wall

Level 010"

E

Pile, SSD.

5' High ImpactConcrete Wall

Metal Panel Wall CentriaVersawall Above


Overhead Door Motorand Casing

Header Support Beam,W18x50 SSD. S7.14

6x6x3/8" Tube Col.each side Of Overheaddoor Opening, SSD.

Steel Angle Supportat Motor & Casing a, SSD.

E

7.5

Typ. 6x6x1/2" Tube ColumnsEach Side OverheadDoor Opening

Typ. 6x6x1/2" Tube ColumnsEach Side OverheadDoor Opening

Level 010"

Level 010"


T.O. Pit-4' - 0"Elev Pit

-4'-0"

Overhead Door Motorand Casing

Header Support Beam,W18 x 50 SSD. S7.14

6x6x3/8" Tube Col.each side Of Overheaddoor Opening, SSD.

Steel Angle Supportat Motor & Casing a, SSD.

Alucabond Soffit Return

Recessed Downlight

Bollards BeyondSee Bollard Detail Plan

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.06B


BASE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13Author

Designer Checker

No.

DATE

DESCRIPTION

BY

Scale: 3/4" = 1'-0"A9.06B2 Cargo Section at AOA Wall BaseScale: 3/4" = 1'-0"A9.06B

3 Tube Columns at AOA Overhead Doors (Typ)

Scale: 3/4" = 1'-0"A9.06B1 Cargo Section AOA Overhead Doors

OverheadDoor Track

5' High ImpactConcrete Wall Beyond

E

7.5

Typ. 8" Dia. Conc.Filled BollardAlign with OverheadDoor Opening

Typ. 8" Dia. Conc.Filled Bollard

ALIG

N

2'-0"2'-0"

ALIG

N

Typ. 8" Dia. Conc. Filled BollardTyp. 8" Dia. Conc.Filled Bollard

2'-0

"2'

-0"

ALIG

N

Typ. 8" Dia. Conc.Filled BollardAlign with OverheadDoor Opening

6 7

D

2A3.11 6.5

Typ. 8" Dia.Conc. Filled Bollard

1'-6"





1'-6"

1'-6

"

1'-6

"1'-6

"

8

D

1'-6"1'-6"

1'-6

"1'

-6"

Typ. 8" Dia. Conc.Filled BollardT

Typ. 8" Dia. Conc.Filled BollardT

D

9

1'-6"

Typ. 8" Dia. Conc. Filled Bollard

8

C

Typ. 8" Dia. Conc. Filled BollardAlign With Edge Of OverheadDoor Jamb For Protection

1'-0

"

8

E


1'-6

"

E

9



3'-0

"3'

-0"

4'-6"

1.5


7 17

/32"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.07

DETAILS - BOLLARDS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A9.071 Detail - Bollards at AOA Overhead Doors (Typ)

Scale: 1/8" = 1'-0"A9.072 Detail - Bollards at Office Pod Rear Wall (Typ.)

Scale: 1/8" = 1'-0"A9.073 Detail - Bollards at Free Standing Column

Scale: 1/8" = 1'-0"A9.074 Detail - Bollards at Exterior Wall (Typ.)l

Scale: 1/8" = 1'-0"A9.075 Detail - Bollard at Exterior Wall (Typ.)

Scale: 1/8" = 1'-0"A9.076 Detail - Bollards at AOA Exterior Wall (Typ.)

Scale: 1/8" = 1'-0"A9.077 Detail - Bollard at Outside AOA Bldg. Corner (Typ.)

Scale: 1/8" = 1'-0"A9.078 Detail - Bollard at Utility Room outside corner (Typ.)

No.

DATE

DESCRIPTION

BY

Level 010"

Level 010"

4


Storefront System Sill

Storefront 6" Curb

Vehicle 4" Wide x 6" High Wheel Curb

River Rock Fill 1'-0" Wide

Van Ramp Parking Vehicle 8" Wide x 6" High Curb

Reinforced Guardrail1'-0"

Level 010"

4

Level 010"

4


A9.047

Storefront Entry Door

Sloped Recessed Walk-Off MatAlign w/Edge of Wheel Curb

Vehicle 6" High Wheel Curb Beyond

Van Ramp ParkingVehicle 8" Wide x 6" High Curb

Reinforced GuardraiSee Sheet A9.09l

Level 010"

4

Level 010"

4


Exterior Wall on 6" Curbw/Alucabond Panel Face

Vehicle 6" High Wheel Curb Beyond

Van Ramp Parking Vehicle 8" Wide x 6" High Curb

Reinforced GuardrailSee Sheet A9.09

4

C

B

A

C

B

A

4

1A9.08

2A9.08

3A9.08

1'-4"

10'-1

1/2

"2'

-10"

1'-7

"6'

-3 1

/2"

9'-0

"AL

IGN

1'-6"

Vehicle 6" High CurbAlign w/Slopeof Van Ramp

Vehicle 6" High CurbAlign w/Slopeof Van Ramp

Reinforced Guardrail

4'-8

"4'

-8"

Pedestrian 6" High CurbAlign w/Slopeof Asphalt Walk

1'-0"

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.08

DETAILS - CURBS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/2" = 1'-0"A9.081 Curbs at Van Ramp & Office Pod Storefront

Scale: 1/2" = 1'-0"A9.082 Curbs at Van Ramp & Office Pod Entrance

Scale: 1/2" = 1'-0"A9.083 Curbs at Van Ramp & Alucabond Pod Panel

Scale: 1/4" = 1'-0"A9.084 Curb Plan at Van Ramp & Office Pod

Vehicle 4" Wide x 6" HighCurb Even w/Van RampParking

Vehicle 6" Wide x 6" HighCurb Even w/Van RampParking

Reinforced Guardrail

No.

DATE

DESCRIPTION

BY

Level 010"

C B A

30" H

igh

4'-0

"

42" H

igh

36" High Guardrail On 6" High CurbSlope With Van Ramp AboveAlign With Edge Of Paving Line

2A9.09

4'-0" OC Typ

Level 010"

Level 010"

6"

1'-0"

36".

5 1/

2"5

1/2"

.4

3/4"

4"4

3/4"

5 1/

2"

3" x 3" Square TopRail And Posts

HS 3"x3"x5/16" 4'-0" OC Typ.

1-1/2" Dia. Center Rails

4" M

ax.

3" x 3" SquareBottom Rail

Painted Galvanized Steel Guardrail

3/4"x8"x12"Embeded Weld Plate

CB A



Elev.PenthouseBeyond

42" High Painted Steel GuardrailW/ Stainless Steel Perforated Panels

Mech.Beyond

4A9.09

Pod Roof23' - 0"

2" x 2" Square PaintedSteel Top Rail And Posts4'-0" OC Typ.

Stainless Steel PerforatedInfill Panels

2" x 2" Square Bottom Rail

8" M

in.

30" .

42" M

in.

2".

4"2"

Continuous Sealant

Flashing Membrane

Roofing Membrane

Tapered Insulation

Conc. Over Metal Deck

Locate Posts So That AnchorsAre Positioned Within +/- 1"of Center of Deck Flutes Below

15"x15"x3/8" Steel Plate

1/4"

5/8" KB TZ Stainless W/3-1/8" Embeded

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A9.09

DETAILS - GUARDRAILS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13Author

Designer Checker

No.

DATE

DESCRIPTION

BY

Scale: 1/4" = 1'-0"A9.091 Partial South Ramp Guardrail Elevation - (N.Ramp Opp.)

Loading Dock Below

Scale: 1 1/2" = 1'-0"A9.092 Section At Van Ramp Guardrail

Scale: 1/4" = 1'-0"A9.093 Partial South Pod Roof Guardrail Elevation - (All Elev. Sim)

Scale: 1 1/2" = 1'-0"A9.094 Section At Pod Roof Guardrail

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.01

DOOR SCHEDULE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

SCHEDULE - DOORID Door Panel

Mode Fire Rating

Frame

HardwareSet RemarksNumber Room

SizeMaterial Material

DetailW H T Jamb Head Threshold

Level 022.001A OFFICE 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 082.001B OFFICE 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 082.002A OFFICE 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 082.002B OFFICE 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 082.003 LOBBY 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 092.004 LOBBY 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 092.005 M 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 112.006 M 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 112.009 W 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 112.010 W 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 112.ST01 STAIR 2 3'-0" 7'-0" 1 3/4" HMD SGL 60 min SF 082.ST02 STAIR 1 3'-0" 7'-0" 1 3/4" HMD SGL 60 min SF 08

SCHEDULE - DOORID Door Panel

Mode Fire Rating

Frame

HardwareSet RemarksNumber Room

SizeMaterial Material

DetailW H T Jamb Head Threshold

Level 011.001 LOBBY 6'-0" 7'-0" 1 3/4" GL PR Non-Rated SF1.001A LOBBY 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 081.001B LOBBY 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 081.002 LOBBY 6'-0" 7'-0" 1 3/4" GL PR Non-Rated SF1.002A LOBBY 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 081.002B LOBBY 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 081.003 CL 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.004 CL 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.005 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 041.005A 3'-0" 7'-0" 1 3/4" HMD SGL 60 min HMF 041.006 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 041.006A 3'-0" 7'-0" 1 3/4" HMD SGL 60 min HMF 041.009 OFFICE D-1 3'-0" 7'-0" 1 3/4" HMD SGL 60 min HMF 041.009Z OFFICE D-1 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 041.010 OFFICE B-1 3'-0" 7'-0" 1 3/4" HMD SGL 60 min HMF 041.010Z OFFICE B-1 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 041.025 LAV 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.026 M 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.027 LAV 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.028 W 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.029 OFFICE D-1 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.030 OFFICE B-1 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.031 OFFICE D-1 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.032 OFFICE B-1 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 101.100A CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.100B CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.100C CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.100D CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.100E CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.100F CARGO AREA 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 011.101 400HZ 6'-0" 7'-0" 1 3/4" HMD PR Non-Rated HMF 051.102 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.103 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.104 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.105 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.106 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.107 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.108 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.109 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.110 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.111 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.112 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.113 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.114 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.115 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.116 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.117 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.118 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.119 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.120 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.121 CARGO AREA 9'-0" 12'-0" 1" MTL RU Non-Rated MTL 071.122 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.123 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.124 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.125 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.126 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.127 CARGO AREA 16'-0" 16'-0" 1" MTL RU Non-Rated MTL 071.E01 TW 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E02 TW 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E03 SSR 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E04 SSR 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E05 CE 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E06 CE 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 091.E101 ME 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 051.E102 SSR-ER 6'-0" 7'-0" 1 3/4" HMD PR Non-Rated HMF 051.E103 TRASH 6'-0" 7'-0" 1 3/4" HMD PR Non-Rated HMF 051.M01 MR 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 031.M02 MR 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 031.M101A GEN 6'-0" 7'-0" 1 3/4" HMD PR Non-Rated HMF 031.M101B ME 3'-0" 7'-0" 1 3/4" HMD SGL Non-Rated HMF 031.ST01A STAIR 2 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 021.ST01B STAIR 2 3'-0" 7'-0" 1 3/4" HMD SGL 60 min SF 081.ST02A STAIR 1 3'-0" 7'-0" 1 3/4" GL SGL Non-Rated SF 021.ST02B STAIR 1 3'-0" 7'-0" 1 3/4" HMD SGL 60 min SF 08

LEGENDGL = GlassHMD = Hollow Metal DoorHMF = Hollow Metal FrameMTL = MetalPR = PairRU = Roll-UpSF = Store FrontSGL = Single

See

Door

Sch

edul

e

9'-0

"

See Door Schedule1'-9"

Schedule

See Door1'-9"

13'-9"

T TT TT See

Door

Sch

edul

e

9'-0

"

4'-11 1/2"

Schedule

See Door

T T

1'-4"

6"

9'-0

"

T

See

Door

Sch

edul

e

9'-0

"

Schedule

See Door

4'-8 3/8"

FR

FR

FR

Schedule

See Door3'-6"

8'-4"

9'-0

"

T TT

Level 010"

Level 0211'-6"


8'-1

1/2

"2'

-7 1

/4"

1'-4

"2'

-7 1

/4"

9 1/

4"

24'-4

"

C LC L

C L

3'-4

"2'

-10"

EQEQ

13'-9"

CL 3'-4"

3'-4

"2'

-10"

4'-0

"3'

-0"

4'-0"

LEGENDVision Glazing

Spandrel Glazing

Tempered GlazingT

Daylight Panel

Metal Panel

1-HR Fire RatedFR

Level 010"

10'-0

"12

'-0"

1'-2"

Level 010"

10'-0

"18

'-4"

1'-2"

Level 010"

10'-0

"22

'-0"

1'-2"

T

7'-2

1/2

"

See

Door

Sch

edul

e

Schedule

See Door

4'-6 1/2"

FRFR

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.02

WINDOW SCHEDULE

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

No.

DATE

DESCRIPTION

BY

Top of Slab

Top of Slab

WINDOW TYPES

Corn

er

W1 W2 W4W3

W6 W7 W8

W9 W10A W10B W10C

W5

NOPARKING

NOPARKING

NO PARKING

NO PARKING

1.108 1.109 1.110 1.111 1.112 1.113 1.114 1.115 1.116 1.117 1.118 1.119 1.120 1.121

1.100B 1.100C 1.100D 1.100E1.122

1.M101

ME

1.E102

400HZ

1.E101

GEN

1.E103

SSR-ER1.101.

TRASH

632.1.100

1.123 1.124 1.125 1.126 1.127

1.102 1.103 1.104 1.105 1.106 1.107

CARGO AREA-A CARGO AREA-B CARGO AREA-C CARGO AREA- D

A10.111

A10.113

A10.112

A10.114

S27 S26

S28 S28 S28 S28 S28 S28 S28S28S28S28S28S28

S28

S28S28S28S28S28 S28

S28

S28S28 S28S28 S28S28

S18

S5

S5

S5

S5

S5

S5

S5S5S5S5

S15 S15 S15 S15

A3.01 4

A3.01

1

A3.013

S22 S22S21S20

S23 S21S20

S23

A3.01

2

1.100A 1.100F

1.E103

1.E102

1.M101A

1.M101B

1.E101

1.101

A9.091

SHEET NOTES1. SEE ELEVATIONS FOR MOUNTING LOCATIONS2. SEE A10.12 - A10.14 FOR SIGNAGE TYPES3. DOOR ID SIGN TYPE S31 TO BE MOUNTED TO EVERY DOOR

FRAME

LEGEND

1.00

1 DOOR NUMBER632.1.XXXX

FLOOR LEVELBUILDING NUMBER

1.001

Room name ROOM NUMBER632.1.XXX


S01 SIGN TYPE

S01G 'G' - SIGN MOUNTED TO GLAZINGSEE DTL 12/A10.13

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.10

SIGNAGE REFERENCE PLAN

LEVEL 1

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JTScale: 1/16" = 1'-0"A10.10

1 Reference Plan - Level 1

SCHEDULE - SIGNAGECARGO AREA

Type CountCargo Area - Level 1S5 10S15 4S18 1S20 2S21 2S22 2S23 2S26 1S27 1S28 26

No.

DATE

DESCRIPTION

BY

DN

DN


1.002

LOBBY1.E02

TW

1.E04

SSR

1.E06

CE

1.M02

MR1.EL964

ELEV

1.ST02

STAIR 1

1.004

CL

1.026

M

1.028

W

1.030

M

1.032

W

632.1.006

1.02

6

1.02

8

1.03

2

1.03

0

1.006A 1.010

1.0041.E02 1.E04

1.E06

1.M02

1.00

2B

1.002A

S30 S9S14

S4S2

S3S1

S4S2

S3S1

S13S13

S5

S5

S5S14G

S5

S5

S15G

S12

S5 S5

S24

S5S5S14

S14

S17GS7

S17GS17GS30

1.00

2

1.ST

02A

1.006 1.010Z

1.ST02B


632.2.002

LOBBY

2.EL964

ELEV

2.ST02

STAIR 1

632.2.012 2.006

M

2.010

W

2.M04

2.004

2.002A

2.00

2B

2.00

6

2.01

0S29 S29S8

S4

S2

S3

S1

S5

S11

S12

S24S30

S5S5S14

S14

2.004

JAN

2.ST02

1.001

LOBBY1.E01

TW

1.E03

SSR

1.E05

CE

1.M01

MR1.EL965

ELEV

1.ST01

STAIR 2

632.1.005

1.003

CL

1.025

LAV

1.027

LAV

1.029

LAV

1.031

LAV

OFFICE C-1 OFFICE D-1

S24

S4S2

S3S1

S4S2

S3S1

S13S13

S5

S5

S5

S5S5

S5

S5

S9S14S14G

S15G

S12

S5 S5

S14

S14

S17GS7

S17GS17G S30

1.00

1

1.ST

01A

1.E01 1.E03

1.E05

1.M01

1.009Z

1.00

1B

1.001A

1.003

1.005

1.005A

1.02

5

1.02

7

1.02

9

1.03

1

1.009

1.ST01B

2.EL965

ELEV

2.ST01

STAIR 2

632.2.011 2.005

M

2.009

W

2.M03

632.2.001

OFFICE C-2 OFFICE D-2

S29 S29S8

S4

S2

S3

S1

S5

S11

S12

S24S30

S5S5S14

S14

632.2.001

LOBBY

2.003

2.001A

2.00

1B

2.00

5

2.00

9

2.003

JAN

2.ST01

SHEET NOTES1. SEE ELEVATIONS FOR MOUNTING LOCATIONS2. SEE A10.12 - A10.14 FOR SIGNAGE TYPES3. DOOR ID SIGN TYPE S31 TO BE MOUNTED TO EVERY DOOR

FRAME

LEGEND

1.00

1 DOOR NUMBER632.1.XXXX


1.001

Room name ROOM NUMBER632.1.XXX


S01 SIGN TYPE

S01G 'G' - SIGN MOUNTED TO GLAZINGSEE DTL 12/A10.13

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.11

REFERENCE PLAN

OFFICE PODS

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/8" = 1'-0"A10.111 Reference Plan - Office Pod 1 - Level 1




SCHEDULE - SIGNAGEOFFICE POD 1

Type CountOffice Pod 1 - Level 1S1 2S2 2S3 2S4 2S5 9S7 1S9 1S12 1S13 2S14 3S14G 1S15G 1S17G 3S24 1S30 2Office Pod 1 - Level 2S1 1S2 1S3 1S4 1S5 3S8 1S11 1S12 1S14 2S24 1S29 2S30 1

SCHEDULE - SIGNAGEOFFICE POD 2

Type CountOffice Pod 2 - Level 1S1 2S2 2S3 2S4 2S5 9S7 1S9 1S12 1S13 2S14 3S14G 1S15G 1S17G 3S24 1S30 1Office Pod 2 - Level 2S1 1S2 1S3 1S4 1S5 3S8 1S11 1S12 1S14 2S24 1S29 2S30 1

No.

DATE

DESCRIPTION

BY

MEN

8"

4"

8"

4"

6"

6"

WOMEN

5/8" Tall raised text min.1/32"Font type: Univers 67condensed

California grade II Braille;justify left

Material: 1/8" Thickaluminum sign face withhorizontal brushed finish.

Vinyl graphics surface applied

5/8" Tall raised text min.1/32"Font type: Univers 67condensed





6"6"

1'-0

"

1'-0"

1'-0"

Material: 1/8" Thick aluminumsign face with horizontalbrushed finish.



Note: Typ. layout; EA room will be unique


5/8" Tall raised text min. 1/32"Vinyl graphics surface appliedFont type: Univers 67condensed


10"

10"

1/2"

RM NAME 1RM NAME 2RM NO

1/2" 1/2"

6"

6"

4 1/

2"

Material: Surface applied decalColors: White graphic with black andwhite background

TO EXIT

NOT AN EXIT

6"

1/2" 1/2"

6"

6"

1/2" 1/2"

6"







EXIT STAIRDOWN

6"

1/2" 1/2"

6"

1/2"

3/8"

3/8"

5/8"




Note: Typ. layout; EA stair will be unique

STAIR 2NO ROOF ACCESS

GROUNDTHRU 2ND

1

1"1"

5"1"

1"1"


Material: 1/4" Thick acrylicColors: Substrate and returnfaces to be painted PMSCool Gray 10

1" Tall raised text min. 1/32"White opaque acrylicappliedFont type: Univers 67condensed

3/8"

1/2" 1/2" 1/2"

1" 1"

1'-3"

1'-3

"

Note: Typ. layout; EA stair will be unique

STAIR 2NO ROOF ACCESS

GROUNDTHRU 2ND

2




6"

1/2"1/2"

6"

EXIT

EXIT ROUTE

6"

1/2"1/2"

6"




5/8" Tall raised text min. 1/32"Vinyl graphics surface appliedFont type:Univers 67condensed



10"

3"

10"

NON-SMOKING FACILITY

Smoking permitted outsidein designated areas only. South End of Building

Note: Typ. layout; Directional arrow will changedepending on sign location

5/8" Tall raised text min. 1/32"Vinyl graphics surface appliedFont type:Univers 67condensed


7"

7"

DESIGNATEDSMOKING AREA

2"Vinyl graphics surface applied

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.12

SIGNAGE TYPES

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 3" = 1'-0"A10.121 Restroom Wall

Scale: 3" = 1'-0"A10.122 Restroom Door

Scale: 3" = 1'-0"A10.123 Room ID

Scale: 3" = 1'-0"A10.124 Accessibility

Scale: 3" = 1'-0"A10.128 Exit

Scale: 3" = 1'-0"A10.127 Exit Stair

Scale: 3" = 1'-0"A10.126 Stair Level Type 1

Scale: 3" = 1'-0"A10.125 Stair Level Type 2

Scale: 3" = 1'-0"A10.129 Exit

Scale: 3" = 1'-0"A10.1211 No Smoking

S1

S3

S5

S7

S8

S9

S11

S12

S14

S16

S17

S18

Scale: 3" = 1'-0"A10.1212 Designated Smoking Area

S2

S4S13

S15

No.

DATE

DESCRIPTION

BY

8'-0

"

5'-0

" (Ty

pica

l acc

ess

aisl

e)

8'-0

" (Va

n ac

cess

ais

le)

1'-8"

MAX

2'-0"

Accessible parking signage. placevan accessible sign where noted

4" Wide paintedstrip, blue

Accessible access aisle signagefor van accessible access aisle

NO

PARK

ING

6"1'

-6"

1'-0"

RESERVEDPARKING

PLACARD OR SPECIALLICENSE PLATES

REQUIREDMAX FINE $500

VANACCESSIBLE

Slotted track

UNAUTHORIZED VEHICLESNOT DISPLAYING

DISTINGUISHING PLACARDSOR LICENSE PLATES ISSUED

FOR DISABLED PERSONSWILL BE TOWED AWAY AT

OWNER'S EXPENSE.

TOWED VEHICLESMAY BE RECLAIMED

BY TELEPHONING(XXX) XXX-XXXX

1'-6"

2'-0

"

Slotted track

24" x 18" x .0625" thick aluminum sign face with 1.5"radiused corners and 1" tall capital letters. Sign facebackground to b ewhite reflective opaque vinyl withblack, non-reflective copy and border.Font type: Helvetica Neue Condensed 5

EMERGENCY EVACUATION PLANFLOOR LEVEL

For POLICE / FIRE / MEDICAL Assisstance Dial: 911

In case of anemergency use stairs.Do Not use elevatorDisabled persons goto nearest exit stairand await assistance

YOU ARE HERE

ELEVATORS

FIRE EXTINGUISHER

EXIT PATH

PROJECT ADDRESS

In case of emergency pull firealarm. A whooping alarm willsound and strobe lights willflash. Public address systemmay be used for announcements.Listen for istructions. Visualannouncements will appear onmonitor displays.

N

PLAN

1'-3"

1'-6

"

Material: 1/8" Thick aluminum sign face with horisontal brushed finish tactileevacuation map.Title copy: 3/4" tall tactile letters with grade 2 Braille; Font type: Univers 67 condensedAll other copy: tactile letters with Grade 2 Braille; Font type: Univers 67 condensedBackground color: to match PMS Cool Gray 10Final review and approval of sign by SF Building Department.

6'-0

"

3'-6

"

Finish floor

Jambmarking

Hall lantern

Signage, see planfor sign type

Hall button

5'-0

"

Raised text locationBraille location

1/2"

3/8"

5/8"

Varie

s

1/2"

1'-6

"

1'-0"

PARKINGIN MARKED

VISITORSTALLS

HOUR2

Slotted track

Material: 1/8" Thick aluminumsign face with horizontalbrushed finish.Size to match Front sign

Varie

s

Varies

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.13

SIGNAGE TYPES

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/4" = 1'-0"A10.131 Accessibility Stall Layout

Scale: 3" = 1'-0"A10.132 Accessible Stall Signage

Scale: 3" = 1'-0"A10.135 Unauthorized Parking Sign

Scale: 6" = 1'-0"A10.137 Evacuation Map

Scale: 1/4" = 1'-0"A10.1310 Elevator Signage Mounting Height

Scale: 6" = 1'-0"A10.139 Typical Tactile Sign

S20

S21S23

S24

Scale: 3" = 1'-0"A10.134 Visitor Parking Signage S22

Scale: 3" = 1'-0"A10.1312 Sign Back at Glazing

No.

DATE

DESCRIPTION

BY

Material: TBDColor: White paintFont type: Univers 67 condensed

8'-0

" on

Elev

atio

n

1'-0

"

Material: Die cut decalsColor: White paintCentered above cargo doors.Font type: Univers 67 condensed

Note: Typ. layout; EA door number or letter will be unique.See exterior elevations

Material: 1/16" thick black Rowmarkwith white core with etched graphics.Affix to door frame with double-sided VHB tape.Font type:Univers 67 condensed

1" 632.1.001A1/2"

Note: Typ. layout; EA door number will be unique

Side View Elevation Side View Elevation

Plan

SFOBuilding632

SFOBuilding

632

Building Direction Building Direction 6'-0

"

3'-0"

8"

8"

4"2'

-8"

1" T

yp.

7"

6" 2'-10"

3'-0"

1 Future Tenant 1

SFO Building 632 Directory

Future Tenant 2

2 Future Tenant 3

Future Tenant 4

1'-4

"

3"1/

4" T

yp.

3" 1" Tall raised text min. 1/32"White opaque acrylic surfaceappliedFont type: Univers 67condensed


1'-4"

1/16" Thick clear acryllicbacker with 1/16" thick faceand 1/16" thick spacers tocreate insert holder

Name insert1" Tall white vinyl text onclear acetateFont type: Univers 67condensed

Floor level number1" Tall raised text min. 1/32"White opaque acrylic surfaceappliedColor: Blue BM 770 andyellow RAL 1023 paintedgraphics

ElevationElevation Side View

ARCHITECTS SEAL

APPROVED

APPROVED

APPROVED

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

DATE:

REVISIONSIZE




of TBDTBD

D

REVISIONS

.

SCALE: AS NOTED


A10.14

SIGNAGE TYPES

8226.A


PHASE 1

WEST FIELD CARGO

08/02/13JL

RJ JT

Scale: 1/4" = 1'-0"A10.142 Exterior Building. Illuminated No. Sign

Scale: 1 1/2" = 1'-0"A10.145 Cargo Door Sign

Scale: 12" = 1'-0"A10.148 Door ID Sign

Scale: 1/2" = 1'-0"A10.144 Exterior Monument Sign

Scale: 3" = 1'-0"A10.147 Lobby Directory Sign S25

S26S28S31

S29

S30

Scale: 1" = 1'-0"A10.149 Exterior Office Pod Sign

No.

DATE

DESCRIPTION

BY

WEST FIELD CARGO REDEVELOPMENT FACILITY - sfgov.org · west field cargo redevelopment facility...

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