USCG Exchange - new store

1

2

3

4

U.S. COAST GUARD TRAINING CENTER ITED S N U

PETALUMA, CALIFORNIA C

BUILDING - 214

CADD

T GUARD AS

TES CO A T

C

17 9 0 .

.

214 EXCHANGE ABBREVIATIONS & .....................AND < ......................ANGLE @ .....................AT C .....................CENTER LINE O .....................DIAMETER F .....................FLOOR LINE P .....................PROPERTY LINE # .....................POUND or NUMBER A.B. ................ANCHOR BOLT A.C.P. ............ASPHALT CONCRETE PAVING A/C. ..............AIR CONDITIONING ACOUS. ........ACOUSTIC AC.T. .............ACOUSTICAL TILE A.D. ................AREA DRAIN ADJ. ..............ADJUSTABLE AGG. ..............AGGREGATE AL. .................ALUMINUM ALT. ..............ALTERNATE ANCR. ...........ANCHOR APPROX. .....APPROXIMATELY ARCH. ...........ARCHITECT ASPH. ...........ASPHALT

B

BD. .................BOARD BITUM. .........BITUMINOUS BLDG. ...........BUILDING BLK. ..............BLOCK BLKG. ...........BLOCKING B.M. ................BEAM BOT. ..............BOTTOM BRK. ..............BRICK BRG. ..............BEARING BRZ. ..............BRONZE BTWN. ..........BETWEEN B.U.R. ............BUILT-UP ROOFING CAB. ..............CABINET CARP. ...........CARPET C.B. ................CATCH BASIN CEM. ..............CEMENT CER. ..............CERAMIC CER.T. ..........CERAMIC TILE C.I. .................CAST IRON CIR. ...............CIRCLE C.J. ................CONSTRUCTION JOINT CLG. ..............CEILING CLG.J. ..........CEILING JOIST CLKG. ...........CAULKING CLO. ..............CLOSET CLR. ..............CLEAR CLS. ..............CLOSURE C.M.U. ............CONCRETE MASONRY UNIT

CNTR. .........CENTER C.O. ..............CLEANOUT COL. ............COLUMN COMB. .........COMBINATION COMP. .........COMPOSITION CONC. .........CONCRETE CONN. .........CONNECTION CONST. ......CONSTRUCTION CONT. .........CONTINUOUS CONV.O. ....CONVECTION OVEN C.O.R. ..........CONTRACTING OFFICER'S REPRESENTATIVE C.W. .............COLD WATER DET. ............DETAIL D.F. ..............DRINKING FOUNTAIN DIA. .............DIAMETER DIAG. ..........DIAGONAL DIM. .............DIMENSION DISP. ..........DISPOSAL DIV. ............DIVISION DN. ...............DOWN D.O. ..............DOOR OPENING DR. ...............DOOR D.S. ...............DOWNSPOUT D.T. ...............DRAIN TILE D.W. ..............DISHWASHER DWR. ............DRAWER (E) ................EXISTING E. ...................EAST EA. ................EACH E.E. ...............EACH END E.F. ...............EXHAUST FAN E.J. ...............EXPANSION JOINT ELEC. ..........ELECTRICAL ELEV. .........ELEVATION E.N. ...............EDGE NAIL ENCL. ..........ENCLOSURE EQUIV. .......EQUIVALENT E.S. ...............EACH SIDE E.W. ..............EACH WAY EXP. .............EXPANSION EXP.B. .........EXPANSION BOLT EXPO. ..........EXPOSED EXT. .............EXTERIOR F. ...................FACE F.A. ...............FIRE ALARM F.B. ...............FACE BRICK F.BD .............FIREBOARD F.BELL .......FIRE BELL F.B.O. ...........FURNISHED BY OTHERS

F.D. ...............FLOOR DRAIN FDN. .............FOUNDATION F.E. ...............FIRE EXTINGUISHER F.E.C. ...........FIRE EXTINGUISHER CABINET F.F. ...............FINISH FLOOR F.G. ...............FINISH GRADE FGL. .............FIBERGLASS F.H. ...............FIRE HYDRANT FH.M.S. ........FLATHEAD MACHINE SCREW F.HORN .......FIRE HORN F.H.S. ...........FIRE HOSE STATION FH.W.S. .......FLATHEAD WOOD SCREWS FIN. ..............FINISH FIXT. ...........FIXTURE F.J. ...............FLOOR JOIST F.L. ...............FLOOR LINE FLASH. .......FLASHING FLR. .............FLOOR F.N. ...............FACE NAIL F.O.C. ...........FACE OF CONCRETE F.O.F. ...........FACE OF FINISH F.O.M. ...........FACE OF MASONRY F.O.S. ...........FACE OF STUD F.R. ...............FIRE RETARDANT FTG. .............FOOTING FUT. .............FUTURE GA. ................GAUGE GALV. .........GALVANIZED G.B. ...............GRAB BAR G.D. ...............GARBAGE DISPOSAL G.F.C.1. ........GOVERNMENT FURNISHED CONTRACTOR INSTALLED G.I. ................GALVANIZED IRON GL. ................GLASS GLB. .............GLUE LAMINATED BEAM GND. .............GROUND GOVT. .........GOVERNMENT GR. ................GRADE G.S.M. ...........GALVANIZED SHEET METAL GYP.BD. ......GYPSUM BOARD H.B. ...............HOSE BIBB H.C. ...............HOLLOW CORE

HDCP. ..........HANDICAPPED HDR. .............HEADER HDWD. .........HARDWOOD HDWE. .........HARDWARE HGT. .............HEIGHT H.M. ...............HOLLOW METAL HORIZ. ........HORIZONTAL H.P. ...............HIGH POINT HR. ................HOUR HTG. .............HEATING H.V.A/C .....HEATING, VENTILATION, AIR CONDITIONING H.W. ..............HOT WATER I.D. ................INSIDE DIAMETER INSUL. ........INSULATION INT. ..............INTERIOR INV. .............INVERT JAN. .............JANITOR J.H. ...............JOIST HANGER JST. .............JOIST JT. ................JOINT KIT. ..............KITCHEN LAB. .............LABORATORY LAM. .............LAMINATE LAV. ............LAVATORY L.B. ...............LAB BOLT L.H. ...............LEFT HAND L.L. ...............LIVE LOAD L.P. ...............LOW POINT LT. ................LIGHT MAT. .............MATERIAL MAX. .............MAXIMUM M.B. ...............MACHINE BOLT M.C. ...............MEDICINE CABINET MECH. ..........MECHANICAL MED. .............MEDIUM MEMB. ..........MEMBRANE MFG. .............MANUFACTURER MH. ................MANHOLE MIN. ..............MINIMUM MIR. ..............MIRROR MISC. ...........MISCELLANEOUS M.O. ...............MASONRY OPENING MOD. .............MODULAR M.T. ...............METAL THRESHOLD MTL. .............METAL (N) ................NEW N. ...................NORTH NAT. .............NATURAL N.I.C. ............NOT IN CONTRACT

NO. ................NUMBER NOM. .............NOMINAL N.T.S. ...........NOT TO SCALE O/ .................OVER O.A. ...............OVERALL OBS. .............OBSCURE O.C. ...............ON CENTER O.D. ...............OUTSIDE DIAMETER O.F. ...............OVERFLOW OFF. .............OFFICE O.F.S. ...........OUTSIDE FACE OF STUD OPP. .............OPPOSITE P. ...................PAINT P.C.F. ...........POUNDS PER CUBIC FOOT P.E.N. ...........PLYWOOD EDGE NAILING PERF. ..........PERFORATED PL. ................PLATE PLAS. ..........PLASTER P.L.F. ...........POUNDS PER LINEAR FOOT PLYWD. ......PLYWOOD P.M.F. ...........PRESSED METAL FRAME PR. ................PAIR PROP. ..........PROPERTY P.S.F. ...........POUNDS PER SQUARE FOOT P.S.I. ............POUNDS PER SQUARE INCH P.STAT. ......PULL STATION PT. ................POINT P.T.D. ...........PAPER TOWEL DISPENSER PTN. .............PARTITION P.T.R. ...........PAPER TOWEL RECEPTACLE P.V.C. ..........POLYVINYLCHLORIDE Q.T. ...............QUARRY TILE RAD. .............RADIUS R.B. ...............RUBBER BASE R.C.T. ...........RUBBERIZED CARPET TILE R.D. ...............ROOF DRAIN RDWD. .........REDWOOD REF. .............REFERENCE REFR. ..........REFRIGERATOR REINF. ........REINFORCING

RESIL. ........RESILIENT R.H. ...............ROOF HATCH RH.M.S. ........ROUNDHEAD METAL SCREW RH.W.S. .......ROUNDHEAD WOOD SCREW RM. ................ROOM R.O. ...............ROUGH OPENING R.W.L. ..........RAIN WATER LEADER

T.B. ...............TACKBOARD T&BOT. .......TOP AND BOTTOM TEL. .............TELEPHONE TEMP. ..........TEMPERED TER. .............TERRAZZO T&G. .............TONGUE & GROOVE THK. .............THICK T.J. ...............TOOL JOINT T.N. ...............TOE NAIL

S. ....................SOUTH S.A.D. ............SEE ARCHITECTURAL DRAWINGS S.BLKG. ......SOLID BLOCKING S.C. ...............SOLID CORE S.C.D. ...........SEE CIVIL DRAWINGS S.D. ...............STORM DRAIN S.DISP. .......SOAP DISPENSER SEAL. ..........SEALANT SECT. ..........SECTION S.E.D. ...........SEE ELECTRICAL DRAWINGS SHR. .............SHOWER SHT. .............SHEET SHTG. ..........SHEATHING SIM. ..............SIMILAR SL. ................SLIDING

T.O.C. ...........TOP OF CURB T.O.P. ...........TOP OF PAVEMENT T.O.PL. ........TOP OF PLATE T.O.W. ..........TOP OF WALL T.P.D. ...........TOILET PAPER DISPENSER TRN. .............TRANSOM T.S. ...............TUBE STEEL T.V. ..............TELEVISION TYP. .............TYPICAL

S.L.D. ...........SEE LANDSCAPE DRAWINGS S.M.D. ...........SEE MECHANICAL DRAWINGS S.P. ...............SOUNDPROOF SPEC. ..........SPECIFICATION SQ. ................SQUARE SQ. FT. ......SQUARE FEET S.S. ...............STAINLESS STEEL S.S.D. ...........SEE STRUCTURAL DRAWINGS STA. .............STATION STD. .............STANDARD STL. .............STEEL STO. .............STORAGE STRUC. .......STRUCTURAL SUSP. ..........SUSPENDED

ID

INDEX OF DRAWINGS

Name

A0.1

COVER PAGE

A7.2

PARTITION SCHEDULE

C-1.1

GENERAL CIVIL NOTES

A8.1

INTERIOR DETAILS

C-1.2

TOPOGRAPHIC SURVEY

A9.2

INTERIOR ELEVATIONS

C-2.1

GRADING PLAN

A9.1

INTERIOR ELEVATIONS

C-3.1

LAYOUT PLAN

S1.1

STRUCTURAL GENERAL NOTES

C-4.1

UTILITY PLAN

S2.1

FOUNDATION PLAN

C-5.1

EROSION CONTROL PLAN

S2.2

BUILDING PLANS

C-6.1

DETAILS

S2.3

ROOF PLANS

C-6.2

DETAILS

S4.1

SECTION CUTS

C-6.3

DETAILS

S4.2

SECTION CUTS

A2.1

FLOOR PLAN

S4.3

SECTION CUTS

A2.2

ROOF PLAN

S4.4

ELEVATIONS/CUT SECTIONS

A2.3

REFLECTED CEILING PLAN

S4.5

SECTION CUTS & DETAILS

A2.4

FLOORING PLAN

S4.6

SECTION PLAN/SECTION CUTS

A2.5

ENLARGED PARTIAL PLANS

S4.7

UPGRADES TO EXISTING FOUNDATION

A2.6

TRASH ENCLOSURE

S4.8

DETAILS & SECTION CUTS

A3.1

ELEVATIONS

S5.1

DETAILS

A3.2

ELEVATIONS

S5.2

DETAILS

A3.3

ENLARGED PARTIAL ELEVATIONS

S5.3

DETAILS

A4.1

CROSS SECTIONS

S5.4

DETAILS

W. ..................WEST W/ ................WITH W.C. ..............WATER CLOSET WD. ...............WOOD WDW. ...........WINDOW W.F. ..............WASH FOUNTAIN W.H ...............WATER HEATER W/O .............WITHOUT W.P. ..............WATERPROOF W.R. ..............WATER RESISTANT WT. ...............WEIGHT

A4.2

CROSS SECTIONS

S5.5

DETAILS

A4.3

CROSS SECTIONS

S5.6

DETAILS

A4.4

CROSS SECTIONS

A5.1

EXTERIOR DETAILS

A5.2

EXTERIOR DETAILS

A5.3

EXTERIOR DETAILS

YD. ................YARD

A5.4

EXTERIOR DETAILS

A5.5

EXTERIOR DETAILS

A7.1

SCHEDULES

UNF. .............UNFINISHED U.O.N. ...........UNLESS OTHERWISE NOTED UR. ................URINAL V.C.T. ..........VINYL COMPOSITION TILE VERT. .........VERTICAL VEST. .........VESTIBULE V.G. ..............VERTICAL GRAIN V.I.F. ...........VERIFY IN FIELD V.T. ..............VINYL TILE V.T.R. ..........VENT THROUGH ROOF V.W.C. .........VINYL WALL COVERING

VICINITY MAP

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

B

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562 ISSUE

CONSTR. GATE ENTRY

TOMALES ROAD

FACILITIES ENGINEERING VALLEY FORD ROAD

A/E CONTRACT:

TO PETALUMA

Asphalt

U.S. GOV'T. P/L

U.S. GOV'T. P/L

U.S. GOV'T. P/L Asphalt

Asphalt

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Unpaved

X

X

X

X

X

X

X

X

X

X

X

X

Asphalt

X

X

DITCH X

DESCRIPTION

DATE

MARK

MAP OF TRAINING CENTER

MAIN GATE ENTRY

X

X X

X X

TO U.S. HWY. 1

CONSULTANTS

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

101

DITCH

Asphalt

GOV'T.

P/L

100

Asphalt

U.S.

Asphalt

Asphalt

CALIFORNIA DRIVE

X

X

X

X

alt

Asph

AV

SP

U.S. Unpaved

ILL

E.

Asphalt

GH

AV

RIN

P/L

IA

GOV'T.

AN

t Asphal

t Asphal

LV

Asphalt

IO

SY

P/L

E

X

H

NN

GOV'T.

105

U.S. GOV'T. P/L

O

PE

U.S. 104

TWO ROCK UNION SCHOOL

FO

RO

172

Playground

AD

U.S. GOV'T. P/L

171

170

SCALE:

500

525

161 516

Asphalt

Unpaved

Asphalt

Asphalt

GOV'T . P/L

150

OH

570

IO

AV

SEWER PONDS

E

U.S. GOV'T .

ed Unpav

alt

Asph

FO

IFO

551

P/L

262

122

130

.

560

127

136

133

GOV'T

RN

Unpave d

561

126

U.S.

139

550

140

128

E NEVADA AV

GOV'T.

IA D

125

124

135

137

138

214 EXCHANGE

P/L U.S.

COLORADO AVE

132

P/L

Unpaved

E

134

RIV

141

123

250

201

210

251

Asphalt

230

231

NN

SY

LV

AN

IA

A

CALIFORNIA

PETALUMA .

P/L

242 T232

BLDG

A

GOV'T

IO

244

243

PE

.

VE

U.S.

OH

E AV

Unpaved

205

Asphalt

P/L

253

214

A

WI SC ON AV SIN E

U.S.GOV'T.

T220

FACILITIES ENGINEERING

REAR GATE NO ENTRY

CAL

261 260

225

1'-0"

U.S.

543

159

160 Asphalt

PROJECT LOCATION

524

115

=

SHEET TITLE

163

BLDG. 214

1'

U.S.

544

GOV'T.

P/L

165

T822

TRAP AND SKEET RANGE

241

T825

T826

214

T827

U.S. GOV'T

824 T828

T833

.

P/L

ARCHITECTURAL

T832

Asphalt

T835

309

RIV

T823

E

T834

aved Unp

P/L U.S.

U.S GOV'T.

KE

GOV'T.

807

812

COVER PAGE

306

416 305

414

Sand pit

AH

OM

A

.

714

alt

GOV'T.

810

712

715

702

404

400

P/L U.S.

811

Asph

406

813

P/L

GOV'T U.S.

809

713

P/L

418

L OK

'T.

413

GOV

407

417

U.S.

EG

415

402

401

IVE

OR

A ON

VE

DR

TEXAS

P/L

DRIVE

LA

lt

310

301

HD

Aspha

A UT

308

701

REVIEWED BY: REVIEWED BY:

703

711 T320 .

704

405

710

P/L

GOV'T U.S. P/L U.S.

705

403 709

GOV'T.

706 708

330

707

U.S. GOV 'T. P/L

M Walton

332

410 441

331

442

431

411

440

U.S. GOV'T.

430

P/L

.

REVIEWED BY:

T. vanWinden

AJ Hunt

P/L

GOV'T U.S.

433

AS

KA

A

432

Ditch

AL

VE

lt Aspha

100' 0

500'

750'

1000'

1500'

2000'

aved Unp

.

P/L

GOV'T U.S.

2500'

N

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

TECH. DIRECTOR

8/20/2010

Asphalt

APPROVING OFFICER

DATE

aved Unp

lt Aspha

TE

XA

SD .

RI

PROJECT NUMBER

VE

DRAWING NUMBER

P/L

GOV'T U.S.

0214-0003

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A0.1

SHEET

1

OF

51

1

2

2

3

4

5

6

7

EXISTING BUILDING

-1'-9 5/8" = 208.50 DS (E)

3 A4.1

OFFICE

BREAK ROOM

MEN

JANITORIAL

WOMEN

09 A: 49 sq ft

08 A: 49 sq ft

07 A: 143 sq ft

06 A: 131 sq ft

05 A: 30 sq ft

04 A: 105 sq ft

1

-0'-10 3/4" = 209.40 DS (E)

W9

W1

D10

MAIN POWER BOARD

5'-0"

D

FE FIRE EXSTINGUISHER

FIRE ALARM PANEL

SIMILAR

MODULAR FITTING ROOM ENCLOSURES BY CGX

FE WAREHOUSE

EXIT

-0'-0 1/2" = 210.25 = T.O.S.

FD

FE 02 A: 7,999 sq ft

16'-5 1/2"

W1

5%

18'-0"

FACILITIES ENGINEERING

FIRE EXSTINGUISHER

A/E CONTRACT:

FE DS

-0'-3 5/8" = 210.00

-0'-9 1/4" = 209.53

DS

W1

EQ. 8 A5.2 3 A4.1

3'-11 5/8"

1 A4.3

-0'-3 5/8" = 210.00

W4

18'-6"

W1

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

EQ. 2 A5.2

DECORATIVE MTL BOLLARD (SEE CIVIL DWGS FOR DETAILS)

2 A4.1

SCALE:

11 A5.2

1 A4.1

1/8"

9'-7 3/8"

N

49'-5 3/4"

2

1'-0"

SHEET TITLE

214 EXCHANGE

LIQUID GAS TANKS EXCHANGE)

1'-5"

20'-10 1/2"

20'-10 1/2"

20'-10 1/2"

10'-7 1/4"

CALIFORNIA

PETALUMA

20'-10 1/2"

BLDG

A

85'-1"

214

ARCHITECTURAL

1'-0" 1

=

FACILITIES ENGINEERING

DECORATIVE MTL BOLLARD (SEE CIVIL DWGS FOR DETAILS)

0'-11 1/2"

DESCRIPTION

DATE

MARK

W2

G1 W4

01 A: 235 sq ft

20'-0"

ATM MACHINE VESTIBULE

ISSUE

A

4'-7 3/4"

10'-0"

A-1

-0'-1 3/4" = 210.15

W2

A

14'-4" 85'-3" 15'-0"

D2

-0'-2" = 210.13

1 A4.2

SECURITY PEDESTALS TENANT IMPROVEMENT ITEM - PROVIDE J/BOXES.

7'-8 1/2"

18'-6"

3 A2.5

0'-0" = 213.30

28'-6 1/4"

24'-6 1/4"

-0'-0 1/4" = 210.28

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

-0'-3 5/8" = 210.00

FE

D1

2 A4.3

A-2

W3

FIRE EXSTINGUISHER

5 A5.2

16'-5 1/2"

B

W6

-0'-2" = 210.13

1 A4.2

B

4'-0"

W1

-0'-0 1/4" = 210.23

8'-5 1/4"

W1

5 A5.3

DS W7

W5

5'-4 1/8"

9'-3 1/2"

40'-0"

8.5 %

0'-9 1/2"

SLOPE 5% MAX

14'-4" 0'-9 1/2"

D4

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

-0'-8" = 209.63

-0'-0 1/2" = 210.25 T.O.S.

HB EXIT

A-2

FIRE EXSTINGUISHER

0'-0" = 210.30

7 A5.5 SPRINKLER SYSTEM STAND-PIPE DS HOSE BIB

B

A

-0'-0 1/4" = 210.28

RETAIL

W7

TRUCK DOCK PIT DRAINAGE ( SEE CIVIL DWGS FOR DETAILS)

2 A4.2

D5

0'-9 1/2"

27'-9 3/4"

-4'-1" = 206.22

4 A5.3

W8

03 A: 984 sq ft

CONSULTANTS

B-1

7 A5.5

6 A5.3

D

D6

2 A4.2

-1'-1 3/4" = 209.16

A-1

FIRE EXSTINGUISHER

C

FE

D

FE

FIRE EXSTINGUISHER

W3

-0'-1" = 210.21

5'-8"

D11

FD

IT/DATA PANEL

14'-4"

48'-8"

W9

D7

HOSE BIB

EDGE MOUNTED LOADING DOCK LEVELER. MANUALLY OPERATED, 78" USABLE WIDTH, 20,000 lb CAPACITY W/ INTEGRATED BUMPERS

Dm

W2

12.4 %

14'-4"

20'-10 1/4"

FIRE EXSTINGUISHER

D3

10'-0"

FD

W10

POWER BOARD FOR FUTURE EXPANSION

Dm

D12

-1'-0 5/8" = 209.25

DS

FD

Dm

Dm

HB

DS

FLOOR DRAIN

D8

7 A5.2

W7

0'-0" = 210.30

0'-0" = 210.30

FE

B-1

B

Dm

W9

0'-9 1/2"

1'-11 5/8"

14'-0" 16'-3 3/8"

C

D9

0'-9 1/2"

HOSE BIB

W1

HB

W9

20'-10 1/2"

1 A4.1

ROOF LADDER

HB D

20'-10 1/2"

10 A5.2

OFFICE

HOSE BIB

20'-10 1/2"

28'-7 3/4"

1'-8"

20'-10 1/2"

8'-6"

14'-4"

1'-5"

0'-9 1/2"

0'-8"

19'-4"

C

2'-3 1/8"

4" CONC HOUSEKEEPING PAD

1 A2.5

145'-2"

20'-0"

1 A4.3 12'-6"

20'-0" 22'-1 3/8"

8'-1 3/4"

2 A4.3

19'-4" 14'-11 1/2"

9

14'-4"

0'-9 1/2"

8

NEW BUILDING

4" DIA MTL BOLLARDS (SEE CIVIL DWGS FOR DETAILS

C

4

32'-1 3/4"

1

3

8'-8 1/2"

8'-8 1/8" 3

FLOOR PLAN

0'-11 3/4" 3.5

4

5

6

7

8

REVIEWED BY: REVIEWED BY:

9

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

1

TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

FLOOR PLAN SCALE: 1/8" =

AJ Hunt

PROJECT NUMBER

1'-0"

0

4'

8'

DATE DRAWING NUMBER

16'

0214-0003

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A2.1

SHEET

11

OF

51

1

2

1

2

3

3

4

5

4

6

7

8

9

C

C 2 A4.3

1 A4.3

3 A4.1 1 A4.1

5'-2 1/4" ROOF LADDER

9 A5.1

8

MTL GUTTER (E)

HOSE BIB

DS (E)

D

4'-3"

HB

Slope 2" = 1'-0"

ROOF LADDER

C

3

1/4" = 1'-0"

RD / OFD

1/4" = 1'-0"

RD / OFD

2'-1 1/2"

37'-5"

2'-2 1/2" SOLATUBE UNITS

CONSULTANTS C

12'-0"

10'-0"

3'-3 3/4"

7'-1 1/4"

2'-6" 2 A4.2

D

3 A5.3

3'-0"

UTILITY WALKING PAD

B-1

1/4" = 1'-0" 10'-8 1/8"

1/4" = 1'-0"

16'-7 7/8"

DS (E)

12'-0"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

10'-0"

4'-4 3/4" B-1

UTILITY WALKING PAD

2'-6"

B

ROOFING: PVC ROOFING SYSTEM O/ RIGID INSULATION MECHANICALLY ATTACHED TO MTL DECKING RIDGE LINE

A-2

1/4" = 1'-0"

2

ROOFING: PVC ROOFING SYSTEM O/ TAPERED RIGID INSULATION MECHANICALLY ATTACHED TO MTL DECKING

1/4" = 1'-0"

9 A5.1

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562 1 A4.2

A-1

ISSUE

15'-4 1/8"

1 A4.2

A-1

RD / OFD

A-2

1/4" = 1'-0"

9 A5.1

B

Slope 1" = 1'-0"

3 A5.3

2 A5.3

15'-2 7/8"

1/4" = 1'-0"

4'-7 3/4"

RD / OFD

B

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

2 A4.2

9

2 A5.5

16'-9 1/8"

1

4'-4"

9 A5.1

Slope 2" = 1'-0"

17'-5 1/2"

B

Slope 1" = 1'-0"

2'-6"

2 A5.3

ROOFING: PVC ROOFING SYSTEM O/ RIGID INSULATION MECHANICALLY ATTACHED TO EXISTING MTL DECKING

2'-6"

RIDGE LINE

5 A5.1

2'-1 1/2"

37'-5"

2'-2 1/2"

1/4" = 1'-0"

8'-11 7/8"

7 A5.1

3 A5.3

A

FACILITIES ENGINEERING

RD / OFD

RD / OFD

1/4" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

A

7 A5.1

0

DESCRIPTION

DATE

MARK

9 A5.1

SCALE:

1/8"

=

1'-0"

SHEET TITLE 2 A4.3

1 A4.3

3 A4.1

2 A4.1

1 A4.1

214 EXCHANGE FACILITIES ENGINEERING

N

A

CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL ROOF PLAN 1

2

3

3.5

4

5

6

7

8

REVIEWED BY: REVIEWED BY:

9

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF 0

1

4'

8'

16'

TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

ROOF PLAN SCALE: 1/8" =

J. GOOD CDR

AJ Hunt

PROJECT NUMBER

1'-0"

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A2.2

SHEET

12

OF

51

1

2

1

2

3

3

4

5

6

4

7

8

9

C

C 2 A4.3

1 A4.3

3 A4.1

5/8" TYPE X GUPBD. SEMI-GLOSS PAINTED -WHITE

2'-8 1/4" 2'-8 1/4" 3'-11 5/8" 4'-7 1/4"

4'-6 5/8"

LIGHT FIXTURES

1 A4.1

0'-5/8" 6'-3 3/4"

EQ.

EQ

EQ.

EQ.

EQ.

EQ.

5'-0"

6'-0"

7'-0"

82'-0" = 41 EQ. SPACES @ 2' EA. 60'-0" = 6 EQ. SPACES @ 10' EA.

8'-0" 12'-0"

1'-3 1/2" 0'-5/8" 4'-3 1/2"

60'-0" = 6 EQ. SPACES @ 10' EA.

ACCOUSTICAL CEILING TILES LIGHT FIXTURES

4'-3 1/2"

SOLATUBE DIFFUSERS

ALIGN

F A

A F

D11

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

4'-0"

0'-1 1/4"

12'-0"

8'-0"

8'-0"

9'-10"

24'-0" = 3 EQ. SPACES @ 8' EA.

9'-10"

32'-0" = 16 EQ.SPACES @ 2' EA.

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

1'-10" R FL

R FL

ST

6'-0"

1 A4.2

8'-0"

A-2

ST

ST

AD

ST

ST

AD

ST

AD

1 A4.2

R FL

A-1

ISSUE

24" x 48" /2 LAMPS FLUORESCENT LIGHT FIXTURE DESIGNED SURFACE OR PENDANT MOUNTING

AD

D2

D1

EQ.

6'-0"

EQ.

R FL

ST

6" RECESSED/FLUORESCENT 24" x 24" SOLATUBE DIFFUSER. TO BE MOUNTED AS ACCOUSTICAL CEILING GRID PART.

R FL

24" x 24" AIR DIFFUSER. TO BE MOUNTED AS ACCOUSTICAL CEILING GRID PART.

R FL

ST

ST

ST

ST

ST

ST

ST

ST

14" x 14" AIR DIFFUSER. 4" x 48" AIR RETURN OPEN GRILL. AR

AR

AR

AR

FACILITIES ENGINEERING

1 A4.3

3 A4.1

2 A4.1

A/E CONTRACT:

1 A4.1

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

A

0'-5/8" SOLATUBE DIFFUSERS

24" x 24" x 1" MINERAL OR FIBERGLASS ACCOUSTICAL CEILING TILES. SQUARE TEGULAR CONNECTION. COLOR WHITE. CLASS A (UL) FIRE RESISTANT, HUMID SAG RESISTANT. 0.90 LIGHT REFLECTANCE, ANTIMICROBIAL INHERENT. VOC FORMALDEHYDE - LOW.

DESCRIPTION

DATE

MARK 8'-11 1/2"

G1

ACCOUSTICAL CEILING TILES

3'-0"

12'-0"

6'-0"

B

R FL

6'-0"

7'-0"

EQ.

LIGHT FIXTURES

1'-0"

EQ.

82'-0" = 41 EQ. SPACES @ 2' EA.

ST

72'-0" = 9 EQ. SPACES @ 8' EA.

64'-0" = 4 EQ. SPACES @ 16' EA.

ST

5/8" TYPE X GUPBD. SEMI-GLOSS PAINTED -WHITE

SCALE:

1/8"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING

N

A

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

2 A4.2

A

2 A4.3

0'-5/8"

ST

AR

24" x 24" FLUORESCENT LIGHT FIXTURE DESIGNED TO BE MOUNTED IN TYPICAL ACCOUSTICAL CEILING GRID

AR

ST

F A

ST

0'-5/8" 2'-0"

AR

LEGEND:

AD

ST

F A

ST

ST

AD

ST

4'-4 1/4"

ACCOUSTICAL CEILING TILES

ST

ST

B

LIGHT FIXTURES

R FL

ST

AD

D5

SOLATUBE DIFFUSERS

F A

AD

AD

R FL

A-1

ST

F A

AD

8'-6 1/8"

F A

F A

4'-8"

D4

ST

B-1

ST

A-2

ST

5'-0"

8'-6 1/4"

ST

D6

32'-0" 24'-0" 16'-0"

F A

F A

12'-10"

4'-3 1/8"

ST

AR

ST

B

ST

CONSULTANTS

AR

EXPOSED CEILING

B

ST

D10

C

1'-2 5/8" 6'-0" 2'-2 5/8" 12'-2 5/8"

F A

F A

AD

12'-10"

D3

D7

D12

EQ.

0'-5/8"

EQ.

EQ.

AD

EQ.

F A

C

2 A4.2

AD

F A

EQ.

B-1

EQ. EQ. 4'-11 3/8"

AD

ALIGN

D8

ALIGN

D9

EQ.

ALIGN

2'-3 5/8"

3'-8 5/8"

AD

AR

A F

5'-5/8"

A F

EQ. EQ. 6'-11 3/8"

F A F A

9'-1 1/8"

A F

ALIGN

EQ.

F A

EQ.

D 3'-0"

D

CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL REFLECTED CEILING PLAN 1

2

3

3.5

4

5

6

7

8

REVIEWED BY: REVIEWED BY:

9

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF 0

1

4'

8'

16'

TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

REFLECTED CEILING PLAN SCALE: 1/8" =

J. GOOD CDR

AJ Hunt

PROJECT NUMBER

1'-0"

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A2.3

SHEET

13

OF

51

1

2

1

2

3

3

4

5

6

4

7

8

9

C

C 2 A4.3

1 A4.3

3 A4.1

-1'-9 5/8" = 208.50 DS (E)

OFFICE

OFFICE

BREAK ROOM

MEN

JANITORIAL

WOMEN

09 A: 49 sq ft

08 A: 49 sq ft

07 A: 143 sq ft

06 A: 131 sq ft

05 A: 30 sq ft

04 A: 105 sq ft

-0'-10 3/4" = 209.40 DS (E)

VOID FLOOR TILES UNDER BASE CABINETS

HB

1 A4.1

D Dm

HD

SD

SD

D9

D8

SD

SD

SD

D

Dm

HD

FLOOR DRAIN Dm

Dm

FIRE EXSTINGUISHER

FD

HD SD

D11

D7

SD

D10

C

FE

-0'-1" = 210.21

D

FE

HD

FIRE EXSTINGUISHER D3

2 A4.2

CONSULTANTS

FIRE EXSTINGUISHER

C

B-1

FE

Dm

D12

FD

FIRE EXSTINGUISHER HB

B-1 D

D6

EXPANSION JOINT MTL COVER AS REQUIRED

11 A5.5

FE

14'-8 5/8"

WAREHOUSE

33'-1 1/4" 4'-0"

03 A: 984 sq ft

-1'-1 3/4" = 209.16

8'-0"

25'-1 1/4"

27'-7 3/8" 3'-2"

4'-0"

0'-10 1/8" 24'-6"

PROVIDE MTL ANGLE SEPARATING FLOORING

-4'-1" = 206.22

D5

-0'-0 1/2" = 210.25 = T.O.S.

02 A: 7,999 sq ft

FE

3'-2"

4'-0"

RETAIL

4'-0"

FD

B

-1'-0 5/8" = 209.25

DS

FD

0'-0" = 210.30

0'-0" = 210.30

FE

DS

HB

10 A5.5

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

2 A4.2

-0'-0 1/4" = 210.28

FIRE EXSTINGUISHER

B

-0'-8" = 209.63

0'-0" = 210.30 -0'-0 1/2" = 210.25 T.O.S.

22'-5"

16'-3/4"

4'-0"

HB

A-2

B

D4

A-2

10 A5.5

7'-10"

DS

-0'-0 1/4" = 210.23

4'-0"

B

8'-2 3/4"

SPRINKLER SYSTEM STAND-PIPE DS

-0'-2" = 210.13 FIRE EXSTINGUISHER

8 A5.5

4'-0"

1 A4.2

A-1

ISSUE

D2

9 A5.5 -0'-1 3/4" = 210.15

12" x 12" CARPET TILES, COMMERCIAL GRADE, ADHERED TO CONC SUBSTRATE, VINYL COVED BASE - TYP. -0'-2" = 210.13

VESTIBULE 01 A: 235 sq ft

SEALED CONCRETE FLOOR, VINYL COVED BASE - TYP.

6'-7 1/4"

PROVIDE MTL ANGLE SEPARATING FLOORING

D1

24" x 24" CERAMIC FLOOR TILES, COMMERCIAL GRADE, COLOR WHITE, 4" CERAMIC TILED BASE.

7'-10"

7'-8 1/4"

12" x 12"x 1/8" VINYL COMPOSITION TILES, COMMERCIAL GRADE, - COLOR WHITE, ADHERED TO CONC SUBSTRATE VINYL COVED BASE - TYP.

10'-8 1/8"

7'-10"

A-1

4'-0"

0'-0" = 213.30

11'-11 3/4"

1'-7 3/8"

16'-8"

7'-10"

9'-11"

7'-9 1/8"

FIRE EXSTINGUISHER

FACILITIES ENGINEERING A/E CONTRACT:

FE A

SD

SMOKE DETECTOR

HD

HEAT DETECTOR

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

A DS

-0'-3 5/8" = 210.00

-0'-9 1/4" = 209.53

DESCRIPTION

DATE

MARK

G1

8'-10 3/8"

LEGEND:

-0'-0 1/4" = 210.28

6'-2 3/8"

1 A4.2

-0'-3 5/8" = 210.00 9'-2 1/2"

FE

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

DS

-0'-3 5/8" = 210.00

SCALE:

1/8"

=

1'-0"

SHEET TITLE 2 A4.3

1 A4.3

3 A4.1

2 A4.1

1 A4.1

214 EXCHANGE FACILITIES ENGINEERING

N

A

CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL FLOORING PLAN 1

2

3

3.5

4

5

6

7

8

REVIEWED BY: REVIEWED BY:

9

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

1

TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

FLOORING PLAN SCALE: 1/8" =

AJ Hunt

PROJECT NUMBER

1'-0"

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A2.4

SHEET

14

OF

51

1'-0"

3.5

W6

15

1'-8"

10 A5.4

5'-4 3/4"

1'-10" 2'-6" 2'-6"

3'-0"

8'-6"

1'-8"

3'-3 1/8"

1'-7"

0'-6"

R FL

ISSUE

1'-0"

14

1'-6"

14

3'-0"

4'-6"

10'-11 7/8"

W5

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

2'-0"

2'-6"

R FL

3'-0"

0'-4"

TS 6x6

B

1'-0"

1'-0"

B

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

LEGEND:

9'-7 3/8"

2

0'-3 1/4"

TS 6x6

VESTIBULE 01 A: 235 sq ft

6'-3 1/4"

13

R FL

9 A5.5

12'-0" FRAME

8 A5.5

D1

6'-3 1/4"

R FL

2'-0"

0'-3 1/4"

2 A5.5

3

G1 9'-0 7/8" FRAME 10'-7 1/4"

1

VESTIBULE FLOOR PLAN IE-01

SCALE: 3/8" =

1'-0"

1

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

TYPICAL ADA TOILET ROOM FLOOR PLAN

SCALE:

3/8"

=

1'-0", 3/4"

=

1'-0"

SHEET TITLE

LEGEND:

TS 6x6

3

1'-7"

1'-8"

SCALE: 3/8" = 12 A5.4

A

CONSULTANTS

RESTROOMS, BREAKROOM AND OFFICES FLOOR PLAN

1

IE-01

C

0'-4 3/4"

C

3'-0"

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

4'-6"

3'-0" 1'-5 1/2" 1'-5 1/2" 1'-5 1/2"

1'-6" 1'-3"

2'-7"

2'-6"

8'-6"

GFCI GFCI

7'-4 1/8"

014 A: 49 sq ft

2'-6"

10'-10"

OFFICE

7

1'-10"

13'-10 5/8"

D

0'-4 3/4"

14'-4"

OS

3'-1"

GFCI

1'-8 1/4"

1'-6"

1'-6"

F A

3'-4"

6'-8 5/8"

C

3'-0 5/8"

1'-7 1/4"

D

2'-4 7/8"

0'-4 3/4"

3'-0"

7'-2 7/8"

1'-3"

9 A5.2

4'-6"

1

5'-4 1/8"

1

34" MAX (ADA). SHALL CONFORM WITH ADA RECOMMENDED COUNTERTOP INSTALLATION AND CLEARENCES. 4. KITCHEN, STAINLESS STEEL, DOUBLE-BASIN, COUNTERTOP SINK. SINK SHALL BE MADE OF TYPE-304, 23-GAUGE STAINLESS STEEL. SELF RIMMING, 6" BASIN DEPTH, 3 5/8" DRAIN OPENINGS. SATIN DECK FINISH AND LUSTER 2 3 4 BASIN FINISH. SINK SHALL HAVE SOUNDJANITORIAL DEADENING LINING TO REDUCE NOICES AND VIBRATION. SINK SHALL BE 33" LONG, 22" 1 6 2 4 WIDE AND 6" DEEP. SINK SHALL BE ADA ADAPTABLE WHEN INSTALLED ON COUNTERTOP IN 014 A5.2 A5.2 A2.5 A5.2 2 3 4 5 ACCORDANCE WITH ADA REQUIREMENT. A: 105 sq ft 7 5. JANITORY UTILITY SINK. SINK SHALL1'-7" BE MADE OF TYPE-304 16-GAUGE STAINLESS STEEL. 19'-4" 20'-0" 19'-4" SHALL HAVE SATIN FINISH. SHALL BE EQUIPPED WITH STAINLESS STEEL LEGS. HIGH BACK 7'-3 1/2" 0'-4 3/4" 10'-3 3/8" 0'-7 1/4" 6'-7 3/8" 6'-2" 7'-3 3/8" 6'-2" SPLASH. SHALL BE 22 1/4" LONG, 24 1/2" WIDE AND 28" HIGH (RIM). HOT AND COLD WATER DS LINES ARE TO BE PROVIDED. 6. DRINKING FOUNTAIN WITH COOLER. STAINLESS STEEL FINISH. CONTRACTOR IS TO PROVIDE SPECIFICATION FOR ARCHITECT/OWNER APPROVAL. 3 7. ARTIFICIAL STONE COUTERTOP. CONTRACTOR FDIS TO PROVIDE SPECIFICATION AND GFCI SAMPLES OF FINISH FOR ARCHITECT/OWNER APPROVAL. GFCI 8 A9.1 1 8 11 W9 8. SURFACE-MOUNTED TOILET SEAT-COVER DISPENCER SHALL BE MADE OF TYPE-304 2211 W9 4 IE-01 2 DGAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION. EXPOSED SURFACES SHALL D 2 HAVE SATIN FINISH. DISPENCER SHALL HAVE A CONCEALED OPENING IN BOTTOM FOR 10 10 3 3'-8" 0'-7 1/8" 6'-0 1/8" FILLING. CAPACITY SHALL BE 250 PAPER TOILET SEAT COVERS MIN. TOP OF DISPENCER GFCI 19 A F 11 11 OPENING SHALL BE MOUNTED 3-4" MAX OFF THE FINISH FLOOR (ADA). DISPENCER SHALL 7'-9 3/8" 2'-6" F A A F A 3/4" F IN WIDTH, 11" IN HEIGHT AND 2" IN DEPTH. BE 15 5 W8 18 9. SEMI-RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE A9.1 4 CONVERTIBLE 5 SHALL BE CONSTRUCTED ENTIRELY OT TYPE-304 STAINLESS STEEL. EXPOSED SURFACES F A 1'-8 1/4" OS SHALL HAVE SATIN-FINISH. FLANGE SHALL BE DRAWN, ONE-PIECE SEAMLESS BEVELED 7 A9.2 1 CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH FULL-LENGHT STAINLESS STEEL PIANO-HINGE AND BE EQUIPPED WITH CONCEALED TUBLER LOCK. ROUNDED 1 W9 D TOWEL TRAY SHALL HAVE A HEMMED OPENING TO DISPENSE PAPER TOWEL WITHOUT D D OS 4 D TEARING. UNIT SHALL DISPENSE EITHER 600 C-FOLD OR 800 MULTIFOLD TOWELS. A9.2 2 REMOVABLE STAINLESS STEEL WASTE RECEPTACLE SHALL BE SECURED TO CABINET BY 8 8 3 TUMBLER3 LOCK; TOP AND BOTTOM EDGES SHALL BE HEMMED FOR SAFE HANDLING. MIN FD CAPACITY 12-GAL. UNIT SHALL BE17 7/16 IN WIDTH, 56 1/4" IN HEIGHT AND 8 3/16 IN DEPTH ( 7 FD WASTE BASKET AREA), SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. 8' A.F.F 7 10. SURFACE -MOUNTED MULTI-ROLL TOILET TISSUE DISPENCER SHALL BE TYPE-304 18 6 STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION, INCLUDING DISPENCING D GAUGECOS 2 OFFICE COS MECHANISM, INNER HOUSING AND CAM; EXPOSED SURFACES SHALL HAVE SATIN FINISH. F A 7 1'-10 1/2" 014 FRONT OF TOILET TISSUE DISPENSER DOOR SHALL BE DRAWN, ONE-PIECE, SEAMLESS 8 CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH TWO RIVETS AND EQUIPPED A: 49 sq ft F A A F WITH A TUMBLER LOCK. UNIT SHALL DISPESE TWO STANDARD-CORE TOILET TISSUE ROLLS UP TO 5 1/4" DIAMETER. EXTRA ROLL SHALL AUTOMATICALLY DROP IN PLACE WHEN A5.BOTTOM ROLL IS DEPLETED. UNIT SHALL BE EQUIPPED WUTH TWO THEFT-RESISTANT, BREAK ROOM 7 HEAVY-DUTY, ONE-PIECE, MOLDED ABS SPINDLES. MANUFACTURER'S SERVICE AND PART 9 9 014 D D MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER/MANAGER UPON REQUEST. uNIT A: 143 sq ft D W9 W9 W9 GFCI GFCI SHALL BE 6 1/16" IN WIDTH, 11" IN HEIGHT AND 5 15/16"IN DEPTH. SHALL BE MOUNTED IN OS ACCORDANCE WITH ADA REQUIREMENTS. 11. STAINLESS STEEL GRAB BARS, 36" IN LENGHT (BEHIND OF TOILET) AND 42" (ON SIDE OF TOILET), 1 1/2" DIAMETER, WITH SNAP FLANGE COVER. GRAB BAR AND CONCEALED MOUNTING PLATES SHALL BE MADE OF TYPE-304 STAINLESS STEEL WITH SATIN FINISH. GRAB BAR SHALL HAVE WALL THICKNESS OF 18 GAUGE AND OUTSIDE DIAMETER OF 1 1/2".

MEN WOMEN 7 7 DISTANCE FROM INSIDE OF GRAB BAR TO FINISHED WALL SHALL BE 1 1/2". FLANGES SHALL 014 014 BE 1/8" THICK STAINLESS STEEL PLATE, 2"x3 1/8" IN DIAMETER, AND EACH SHALL HAVE TWO A: 131 sq ft A: 105 sq ft SCREW HOLES. FLANGE COVERS SHALL BE 11-GAUGE AND SHALL SNAP OVER MOUNTING FLANGES TO CONCEAL MOUNTING SCREWS. GRAB HAVE 90 DEGREES RETURN 0 2' 4' BAR SHALL 6' TO FLANGE. ENDS OF GRAB BAR SHALL PASS THROUGH FLANGE AND BE HELIARC WELDED 4 5 5 TO FORM ONE STRUCTURAL UNIT. GRAB BARS ARE TO BE MOUNTED IN ACCORDANCE A5.3 WITH ADA REQUIREMENT. FOR WALL RENFORCEMENT TO SUPPORT GRAB BARS SEE STRUCTURAL DRAWINGS. 1. WALL-MOUNTED FLUSHOMETER VALVE TOILET. SHALL BE MADE OF VITREOUS CHINA 1'-5" 6'-2" 12. LAMINATED PLASTIC TOILET PARTITIONS AND URINAL SCREENS. SHALL BE FLOOR(WHITE). MEETS DEFINITION FOR HIGH EFFICIENCY TOILET (HET) - HIGH EFFICIENCY ANCHORED/WALL-ANCHORED TYPE. STEEL-CORE REINFORCED STILES. DURABLE PLASTIC 4,8Lpf/1,28gpf. SURFACE INHIBITS THE GROWTH OF STAIN AND ODOR-CAUSING BACTERIA, LAMINATED SURFACES. INDUSTRIAL GRADE PARTICLE BOARD. CONCEALED HEAVY-DUTY MOLD AND MILDEW ON THE SURFACE. POWERFUL DIRECT-FED SIPHON JET ACTION. FULLY HARDWARE. RESIST SCRATCHING, GOUGING, DENTS AND IMPACTS IN HEAVY TRAFFIC RETAIL WASHROOMS. EASY REMOVAL OF PAINT AND MARKER INK; GRAFFITI CLEANS GLAZD 2 1/8" TRAPWAY. 10"x12" WATER SURFACE AREA. EQUIPPED WITH CONDENSATION A-2 WITHOUT GHOSTING. CORROSION-RESISTANT STRUCTURE. CHANNEL, 1 1/2" INLET SPUD. 14 1/2" RIM HEIGHT MAX (ADA) 13. ATM MACHINE (TENNANT IMPROVEMENT ITEM). POWER AND DATA CONNECTION IS TO BE 2. WASHOUT URINAL SHALL BE MADE OF VITREOUS CHINA (WHITE) WITH A 3/4" TOP SPOUD. PROVIDED. SHALL HAVE 14" EXTENDED RIM AND INCLUDE A REMOVABLE BEEHIVE STRAINER, INLET 14. 1/2" TH PREFINISHED,IMPACT RESINTANT PLWD WALL LINING. UP TO 48" IN HEIGH. DS AND OUTLED SPUD, AND HANGERS. URINAL SHALL USE 0.5 gpf TO 1 gpf. URINAL'S RIM IS TO 15. SHOPPING CARRIAGES RAILING. TYPE-304 STAINLESS STEEL, 2 1/4" DIAMETER TUBES. BE MOUNTED NO HIGHER THAN 17" (ADA).

FLOOR ANCHORED DESIGN. CONTRACTOR IS TO PROVIDE LAYOUT AND SPECIFICATION 3. SELF-RIMMING COUNTERTOP LAVATORY. SHALL BE MADE OF VITREOUS CHINA (WHITE).

8 FOR ARCHITECT/OWNER APPROVAL. SHALL BE 23" IN LENGHT AND 18 3/16" IN WIDTH. LAVATORY SHALL HAVE 8" OR 4" CENTERS R FL 16.

WASHABLE SEMI-GLOSS PAINT. COLOR OFF-WHITE. CONTRACTOR IS TO PROVIDE DRILLING OR SINGLE HOLE DRILLING. SHALL BE WITH OVERFLOW. MOUNTING RIM HEIGHT 1'-6" SPECIFICATION AND PROPOSED COLOR SAMPLE FOR ARCHITECT/OWNER APPROVAL. 34" MAX (ADA). SHALL CONFORM WITH ADA RECOMMENDED COUNTERTOP INSTALLATION 11 17.

6"x6" WALL CERAMIC TILES. COMMERCIAL/ HIGH IMPACT AREAS GRADE. COLOR AND CLEARENCES. 1 WHITE.24"x24" CERAMIC FLOOR TILES. COMMERCIAL/HIGH IMPACT AREAS GRADE. ANTI1 4. KITCHEN, STAINLESS STEEL, DOUBLE-BASIN, COUNTERTOP SINK. SINK SHALL BE MADE OF W3 SLIPPERY FINISH. COLOR WHITE. 4" CERAMIC TILE BASE.CONTRACTOR IS TO PROVIDE TYPE-304, 23-GAUGE STAINLESS STEEL. SELF RIMMING, 6" BASIN DEPTH, 3 5/8" DRAIN IE-01 2 SPECIFICATION AND SAMPLES FOR ARCHITECT/OWNER APPROVAL. OPENINGS. SATIN DECK FINISH AND LUSTER BASIN FINISH. SINK SHALL HAVE SOUND0'-10" 18. TWO-DOORS REFRIGERATOR WITH ICE AND WATER DISPENSER (TENANT IMPROVEMENT DEADENING LINING TO REDUCE NOICES AND VIBRATION. SINK SHALL BE 33" LONG, 22" 3 ITEM) WIDE AND 6" DEEP. SINK SHALL BE ADA ADAPTABLE WHEN INSTALLED ON COUNTERTOP IN 14 19. 3/4"THICK MELAMINE SHELVING WITH STEEL WALL BRACKET SUPPORT. CONTRACTOR IS ACCORDANCE WITH ADA REQUIREMENT. TO PROVIDE LAYOUT FOR ARCHITECT/OWNER APPROVAL. 5. JANITORY UTILITY SINK. SINK SHALL BE MADE OF TYPE-304 16-GAUGE STAINLESS STEEL. SHALL HAVE SATIN FINISH. SHALL BE EQUIPPED WITH STAINLESS STEEL LEGS. HIGH BACK 12 10 SPLASH. SHALL BE 22 1/4" LONG, 24 1/2" WIDE AND 28" HIGH (RIM). HOT AND COLD WATER LINES ARE TO BE PROVIDED. 11 R FL 6. DRINKING FOUNTAIN WITH COOLER. STAINLESS STEEL FINISH. CONTRACTOR IS TO PROVIDE SPECIFICATION FOR ARCHITECT/OWNER APPROVAL. 7. ARTIFICIAL STONE COUTERTOP. CONTRACTOR IS TO PROVIDE SPECIFICATION AND TS 6x6 SAMPLES OF FINISH FOR ARCHITECT/OWNER APPROVAL. 8.

SURFACE-MOUNTED TOILET SEAT-COVER DISPENCER SHALL BE MADE OF TYPE-304 224'-0" GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION. EXPOSED SURFACES SHALL 3'-6" 1'-0" HAVE SATIN FINISH. DISPENCER SHALL HAVE A CONCEALED OPENING IN BOTTOM FOR FILLING. CAPACITY SHALL BE 250 PAPER TOILET SEAT COVERS MIN. TOP OF DISPENCER OPENING SHALL BE MOUNTED 3-4" MAX OFF THE FINISH FLOOR (ADA). DISPENCER SHALL 13 BE 15 3/4" IN WIDTH, 11" IN HEIGHT AND 2" IN DEPTH. 9. SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE SHALL BE CONSTRUCTED ENTIRELY OT TYPE-304 STAINLESS STEEL. EXPOSED SURFACES SHALL HAVE SATIN-FINISH. FLANGE SHALL BE DRAWN, ONE-PIECE SEAMLESS BEVELED CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH FULL-LENGHT STAINLESS R FL 0 1' 2' 3' SCALE: 3/4" = 1'-0" STEEL PIANO-HINGE AND BE EQUIPPED WITH CONCEALED TUBLER LOCK. ROUNDED TOWEL TRAY SHALL HAVE A HEMMED OPENING TO DISPENSE PAPER TOWEL WITHOUT TEARING. UNIT SHALL DISPENSE EITHER 600 C-FOLD OR 800 MULTIFOLD TOWELS. REMOVABLE STAINLESS STEEL WASTE RECEPTACLE SHALL BE SECURED TO CABINET BY TUMBLER LOCK; TOP AND BOTTOM EDGES SHALL BE HEMMED FOR SAFE HANDLING. MIN CAPACITY 12-GAL. UNIT SHALL BE17 7/16 IN WIDTH, 56 1/4" IN HEIGHT AND 8 3/16 IN DEPTH ( WASTE BASKET AREA), SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. D2 24"x48" / 2 LAMPS. SURFACE MOUNTED FLUORESCENT LIGH F A 10.

SURFACE -MOUNTED MULTI-ROLL TOILET TISSUE DISPENCER SHALL BE TYPE-304 18 FIXTURE GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION, INCLUDING DISPENCING MECHANISM, INNER HOUSING AND CAM; EXPOSED SURFACES SHALL HAVE SATIN FINISH. R FL 6" DIA RECESSED/ FLUORESCENT LIGHT FIXTURE FRONT OF TOILET TISSUE DISPENSER DOOR SHALL BE DRAWN, ONE-PIECE, SEAMLESS 13 CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH TWO RIVETS AND EQUIPPED SWITCH WITH A TUMBLER LOCK. UNIT SHALL DISPESE TWO STANDARD-CORE TOILET TISSUE ROLLS UP TO 5 1/4" DIAMETER. EXTRA ROLL SHALL AUTOMATICALLY DROP IN PLACE WHEN R FL SWITCH WITH OCCUPANCY SENSOR BOTTOM ROLL IS DEPLETED. UNIT SHALL BE EQUIPPED WUTH TWO THEFT-RESISTANT, OS HEAVY-DUTY, ONE-PIECE, MOLDED ABS SPINDLES. MANUFACTURER'S SERVICE AND PART MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER/MANAGER UPON REQUEST. uNIT DUPLEX RECEPTACLE TS 6x6 SHALL BE 6 1/16" IN WIDTH, 11" IN HEIGHT AND 5 15/16"IN DEPTH. SHALL BE MOUNTED IN GFI DUPLEX RECEPTACLE ACCORDANCE WITH ADA REQUIREMENTS. GFCI 11. STAINLESS STEEL GRAB BARS, 36" IN LENGHT (BEHIND OF TOILET) AND 42" (ON SIDE OF PHONE/DATA OUTLET TOILET), 1 1/2" DIAMETER, WITH SNAP FLANGE COVER. GRAB BAR AND CONCEALED MOUNTING PLATES SHALL BE MADE OF TYPE-304 STAINLESS STEEL WITH SATIN FINISH. CEILING MOUNTED OCCUPANCY SENSOR COS GRAB BAR SHALL HAVE WALL THICKNESS OF 18 GAUGE AND OUTSIDE DIAMETER OF 1 1/2".

1 HD CEILING MOUNTED HEAT DETECTOR DISTANCE FROM INSIDE OF GRAB BAR TO FINISHED WALL SHALL BE 1 1/2". FLANGES SHALL H A5.5 BE 1/8" THICK STAINLESS STEEL PLATE, 2"x3 1/8" IN DIAMETER, AND EACH SHALL HAVE TWO CEILING MOUNTED SMOKE DETECTOR S SD SCREW HOLES. FLANGE COVERS SHALL BE 11-GAUGE AND SHALL SNAP OVER MOUNTING FD FLOOR DRAIN FLANGES TO CONCEAL MOUNTING SCREWS. GRAB BAR SHALL HAVE 90 DEGREES RETURN 0'-5" TO FLANGE. ENDS OF GRAB BAR SHALL PASS THROUGH FLANGE AND BE HELIARC WELDED TO FORM ONE STRUCTURAL UNIT. GRAB BARS ARE TO BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. FOR WALL RENFORCEMENT TO SUPPORT GRAB BARS SEE STRUCTURAL DRAWINGS. 0 2' 4' 6' 12.

LAMINATED PLASTIC TOILET PARTITIONS AND URINAL SCREENS. SHALL BE FLOOR2 3 4 ANCHORED/WALL-ANCHORED TYPE. STEEL-CORE REINFORCED STILES. DURABLE PLASTIC LAMINATED SURFACES. INDUSTRIAL GRADE PARTICLE BOARD. CONCEALED HEAVY-DUTY HARDWARE. RESIST SCRATCHING, GOUGING, DENTS AND IMPACTS IN HEAVY TRAFFIC RETAIL WASHROOMS. EASY REMOVAL OF PAINT AND MARKER INK; GRAFFITI CLEANS

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL ENLARGED PARTIAL PLANS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A2.5

SHEET

15

OF

51

1

2

3

4

C

C CONC RETAINING WALL SEE STRUCT DWGS

GATE IN OPEN POSITION

208.90

GALV. STL FRAMED ROLLING GATE 15 FT WIDE. CORRUGATED MTL CLADING

GALV. STL. GATE TRACKS BOLTED TO CONC. BLOCK WALL

ENCLOSURE OPENING

214.57

5'-9 1/4"

5'-8 7/8"

214.57

TRASH CONTAINERS

208.80

6'-0 3/4"

208.80

8" CONRETE BLOCKS - SEALED

208.80

CONSULTANTS

0'-1"

GALV. STL GATE'S TRACK BOLTED TO CONC BLOCK WALL

20'-10 1/8"

1" MIN CLEARENCE BETWEEN BOTTOM OF GATE AND FG

2

SCALE: 3/8" =

1'-0"

1% SLOPE

GALV. STL. FRAMED SWINGING DOOR CORRUGATED MTL CLADING

B

214.57

6'-0 3/4"

GALV STL FRAMED ROLLING GATE 15 FT WIDE CORRUGATED MTL CLADING

4'-9 3/8"

B

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

208.70

1% SLOPE

31'-6"

1% SLOPE

TRASH ENCLOSURE FRONT ELEVATION

SEALED CONC FLOOR

CONC BLOCK WALL - SEALED

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

209.78

208.80 10'-0"

208.35

1'-5 3/8"

15'-0"

AREA DRAIN SEE CIVIL DWGS FOR DETAILS

CONC. RETAINING WALL BEHIND

1% SLOPE

8" CONC BLOCK WALL FOR REINFORCEMENT DETAILS REFER TO STRUCT DWGS

GALV. STL. 3" L CATCH JAMB BOLTED TO CONC. WALL

ISSUE

207.20

CONC RETAINING WALL SEE STRUCT DWGS FOR DETAILS

GALV STL 3" ANGLE CATCH JAMB BOLTED TO CONC WALL

FACILITIES ENGINEERING

208.90

208.80

DESCRIPTION

DATE

MARK

A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

D3 CATCH BASIN SEE CIVIL DWGS

3 0'-8"

3'-0"

TRASH ENCLOSURE SIDE ELEVATION SCALE: 3/8" =

1'-0"

SCALE:

3/8"

=

1'-0"

SHEET TITLE

7'-10"

214 EXCHANGE

11'-6" CONC RETAINING WALL SEE STRUCT DWGS

FACILITIES ENGINEERING CALIFORNIA

PETALUMA A

BLDG

A

1

ARCHITECTURAL

TRASH ENCLOSURE PLAN SCALE: 3/8" =

214

TRASH ENCLOSURE

1'-0"

REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A2.6

SHEET

16

OF

51

1

2

3

4

C

C

1

2

4

3

7

6

5

EXISTING BUILDING

2 A4.1

2 A3.3

A4.1" MTL PANELS TERMINATION FLASHING

7/8" CORRUGATED MTL CLADDING 24 GA MTL FLASHING

1 A4.1

4 A3.3 7 A5.1

9 A5.1

TRESPA METEON PANELING 24 GA MTL FLASHING 2" x 2" CORNER MTL FLASHING PROFILE

11 A5.1

4 A5.1

6 A5.5

EQ.

EQ.

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

CONSULTANTS 8 A5.2

2 A5.4

10 A5.1

10 A5.1

0"

0"

0" EXPOSED SEALED CONC BASE

ALUM STOREFRONT

A4.-

10 A5.5

11 A5.2

0"

EXPOSED SEALED CONC BASE

MTL EXIT DOOR LOADING DOCK

18'-1"

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

24 GA MTL FLASHING

13'-0"

23'-3 3/8"

2 A5.4

7 A5.5

1

7/8" CORRUGATED MTL CLADDING

LIGHTED SIGN PROVIDE SINGLE DEDICATED CIRCUIT

11 A5.2

9

NEW BUILDING

REFINISHED FACADE

9 A5.1

8

2 A4.1

GAS CYLINDER EXCHANGE

1 A4.1

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

NORTH ELEVATION SCALE: 1/8" =

1'-0"

0

4'

8'

16'

B

B

D

C

B-1

B

A-2

A-1

EXISTING BUILDING

A

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

NEW BUILDING

REFINISHED FACADE

9 A5.1

ISSUE

1" MTL PANELS TERMINATION FLASHING 7/8" CORRUGATED MTL CLADDING

A4.-

1 A4.2

24 GA MTL FLASHING

9 A5.1

TRESPA METEON PANELING 24 GA MTL FLASHING

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

9 A5.2

LIGHTED SIGN PROVIDE SINGLE DEDICATED CIRCUIT

1 A3.3

11 A5.2

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING

4 A5.1

23'-3 3/8"

2 A5.4

3 A3.3

7 A5.1

2" x 2" CORNER MTL FLASHING PROFILE

A/E CONTRACT:

10 A5.1

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

18'-1"

11 A5.2 8 A5.2 0"

SCALE:

1/8"

=

1'-0"

SHEET TITLE EXPOSED SEALED CONC BASE MTL SECTIONAL GARAGE DOOR

11 A5.5 A4.-

214 EXCHANGE MTL GUARDRAIL

LOADING DOCK

1 A4.3

1 A4.2

FACILITIES ENGINEERING BLDG

A

2

214

ARCHITECTURAL

EAST ELEVATION SCALE: 1/8" =

CALIFORNIA

PETALUMA

A

1'-0"

0

4'

8'

ELEVATIONS

16'

REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A3.1

SHEET

17

OF

51

1

2

3

4

C

C 8

9

7

6

4

5

3

2

NEW BUILDING

1

EXISTING BUILDING EXISTING FACADE

1 A4.1

EQ.

EQ.

24 GA MTL FLASHING

MTL GUTTER (E)

MTL ROOF ACCESS LADDER

EQ.

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

EQ.

EQ.

2" x 2" CORNER MTL FLASHING PROFILE

1 A5.2

0"

1

0"

0"

0"

EXPOSED SEALED CONC BASE

MTL ROOF ACCESS LADDER

1 A4.1

CONSULTANTS

13'-0"

10 A5.1

MTL DOWNSPOUT (E)

9 A5.2

13'-0"

2 A5.4 13'-0"

18'-1"

11 A5.2

EQ.

23'-3 3/8"

1" MTL PANELS TERMINATION FLASHING 7/8" CORRUGATED MTL CLADDING

9 A5.1

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

A4.-

LOADING DOCK

4" MIN CONC HOUSKEEPING PAD

A4.-

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

SOUTH ELEVATION SCALE: 1/8" =

1'-0"

0

4'

8'

16'

B

B

A

A-1

A-2

B

B-1

C

D

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

NEW BUILDING

A4.-

1 A4.2

EXISTING BUILDING

ISSUE

REFINISHED FACADE

1" MTL PANELS TERMINATION 1 FLASHING A5.3 7/8" CORRUGATED MTL CLADDING 24 GA MTL FLASHING

9 A5.1

OUTDOOR LIGHT FIXTURE SURFACE MOUNTED

MTL ROOF ACCESS LADDER

DESCRIPTION

DATE

MARK

TRESPA METEON PANELING

FACILITIES ENGINEERING LIGHTED SIGN PROVIDE SINGLE DEDICATED CIRCUIT

MTL ROOF ACCESS LADDER

2 A5.4

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

2" x 2" CORNER MTL FLASHING PROFILE

11 A5.2

11 A5.2

7 A5.5

10 A5.1

0"

A/E CONTRACT:

23'-3 3/8"

18'-1"

2" x 2" CORNER MTL FLASHING PROFILE

6 A5.5

0"

SCALE:

0"

1 A4.2

2

FACILITIES ENGINEERING CALIFORNIA

PETALUMA BLDG

A

WEST ELEVATION SCALE: 1/8" =

1'-0"

214 EXCHANGE

3 A4.3

-

A

=

SHEET TITLE

MTL EXIT DOOR

10 A5.5

1/8"

214

ARCHITECTURAL

1'-0"

0

4'

8'

16'

ELEVATIONS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A3.2

SHEET

18

OF

51

1

3.5

4

2

5

3

4

A-2

C

C

12 A5.4

6 A5.4

ALUM. PARAPET CAP 0'-10 1/4"

3/8" GAP BETWEEN PANELS

9'-0 1/2"

2'-3"

1/2" TH. TRESPA METEON PANELS

4 A5.1

9'-3 7/8"

5'-11 1/4"

5 A5.1

ALUM. PARAPET CAP

5'-11 1/8"

1'-1 1/8"

4 A5.1

3/8" GAP BETWEEN PANELS

9'-11 1/8" T.O. PARAPET

2'-4 1/4" 2'-5 1/4"

2'-5"

2 A5.5

12 A5.4

10 A5.4

8 A5.4

2 A5.5

2'-4 7/8"

G1

12 A5.4

7'-6 1/4"

7'-6 1/8"

9'-11 1/8"

ALU. STOREFRONT 8'-8" X 7'-6" FRAME

CONSULTANTS

EXTRD. ALU. COLUMN COVER

2'-5 1/4"

EXTRD. ALU. COLUMN COVER

8'-11 1/2" T.O.DECK

2'-4 7/8"

8'-11 1/2" T.O.DECK

9'-11 1/8"

9'-11" T.O. PARAPET

0'-1"

1/2" TH. TRESPA METEON PANELS

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

D1 0'-0" F.F.

0'-6" MIN.

0'-0" F.F.

1 A-1

B

6 A5.1

8 A5.5

9'-0 7/8"

2

1'-2 1/2"

1'-0"

VESTIBULE - NORTH ELEVATION 1'-0"

A

7 A5.1

5

B

12'-0" UNIT FRAME 0'-5"

SCALE: 3/8" =

AUTOMATIC SLIDING DOORS 12' X 7'-6" -FRAME

0

2'

4'

1

6'

10'-11 7/8"

0'-2 5/8"

6'-3 7/8"

6'-2 5/8"

VESTIBULE - EAST ELEVATION

MTL. PARAPET CAP

SCALE: 3/8" =

1'-0"

5

6

0

7 A5.1 3'-0"

10'-0"

2'

12 A5.4

6 A5.4

DESCRIPTION

DATE

MARK

2'-5 1/2"

2'-5 1/2"

0'-3 7/8"

1/2" TH. TRESPA METEON PANELS

LIGHTED SIGN. PROVIDE SINGLE DEDICATED CIRCUIT 20A/115V

CL O. SIGN

ISSUE

2'-8"

2'-8"

2'-2 1/2"

0'-3 7/8"

2'-2 1/2"

8 A5.4

FACILITIES ENGINEERING

2'-5 1/4"

19'-6" TRESPA METEON PANELS

2'-5 1/2" 2'-5 1/4"

1 A5.5

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

3/8" GAPS BETWEEN PANELS

SCALE:

3/8"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA 8 A5.2

BLDG

A

2'-5 1/4"

8 A5.2

3/8" GAPS BETWEEN PANELS

9'-11 1/8"

A

1 A5.1

2'-5 1/4"

2'-5 1/4"

2'-5 1/4"

F.O. EXT. WALL CLADING

2 A5.1

13'-5"

6 A5.4

19'-6" TRESPA METEON PANELS

A/E CONTRACT: 2'-5 1/2"

12 A5.4

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

20'-1" T.O. PARAPET

1/2" TH. TRESPA METEON PANELS

8 A5.4

6'

A

3'-0"

20'-1" T.O. PARAPET

T.O. COMMON PARAPET

4'

214

ARCHITECTURAL

1'-8"

4

3'-5"

NORTH PYLON FRONT ELEVATION SCALE: 3/8" =

1'-0"

10'-0"

3'-0"

16'-0"

1'-5 1/2"

8 A5.1

10 A5.1 0

1

2'

2

4'

6'

6'-8 3/4" 16'-0"

3

3'-5 1/2"

8 A5.1

EAST PYLON FRONT ELEVATION SCALE: 3/8" =

3

REVIEWED BY: REVIEWED BY:

M Walton

0'-0" F.F.

T. vanWinden

J. GOOD CDR PROJECT NUMBER

0214-0003 0

4

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

10 A5.1

1'-0"

REVIEWED BY:

PROJECT ENG. BRANCH CHIEF

0'-6" MIN.

3'-0"

VESTIBULE

0'-0" F.F. 0'-6" MIN.

0'-10 1/2"

2'-5 1/4"

2'-5 1/4"

ENLARGED PARTIAL ELEVATIONS

2'

4'

6'

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A3.3

SHEET

19

OF

51

1

2

A

3

A-1

C

A-2

B

C

D

RIDGE LINE

8" STL PURLINS ( SEE STRUCT DWGS FOR LOCATION) STL FRAME (SEE STR DWGS FOR DETAILS)

9 A5.1

R2

T.O. PARAPET FRAMING

STEEL

B-1

C

SOLATUBE 750 DS-C W/ ROOF CURB

17'-10 3/4" = 228.19

4

W11 1'-0"

5'-3 1/2"

RD/OFD COMBO

W11

1" RD/OFD COMBO

12'-7 1/4" - 222.90

CORRUGATED MTL PANEL CLADDING

4'-1 1/4"

T.O. FRAME @ EAVE

EXTENTION TUBE

17'-10 3/4"

8" STL GIRTS ( SEE STR DWGS FOR LOCATION)

10'-0" = 220.30

OPEN

F1

F3

0'-0" = 210.30 F.F.

0'-0" = 210.30 F.F.

VARIES 0'-3 1/2"

T.O. CURB

-0'-0 1/2" = 210.25 T.O.S.

RETAIL

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

CONC WALL & COL FOOTING (SEE STRUCT DWGS FOR DETAILS)

CROSS SECTION 1'-0"

0

A

A-1

D

A-2

C

B-1

B

7 A5.1

RIDGE LINE

8" STL PURLINS ( SEE STRUCT DWGS FOR LOCATION) SIDE WALL STL RAFTER (SEE STR DWGS FOR DETAILS)

R1

7'-1 3/8"

STEEL

T.O. PARAPET FRAMING

W4

1'-0"

23'-1 1/8" = 233.39

W11

R2

CORRUGATED MTL CLADDING

ROOF THERMAL INSULATION (E)

W7

W7 8" Z GIRTS (E)

R3

EXTENTION TUBE

8'-0" = 228.30

0'-11"

F1

0'-0" = 210.30 F.F.

T.O. CURB

-0'-0 1/2" = 210.25 T.O.S.

8'-0"

F3

W1

W1

SIMILAR

10'-0"

OPEN

OPEN

SCALE:

OPEN

F2

0'-0" = 210.30 F.F.

-0'-0 1/2" = 210.25 T.O.S.

1/4"

=

1'-0"

SHEET TITLE

F1

JANITORY

RETAIL

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

3 X 4 DS

24" X 24" ACCOUSTICAL TILE CEILING W/ CONCEALED GRID

W4

A/E CONTRACT:

10'-0" = 220.30

24" X 24" ACCOUSTICAL TILE CEILING W/ CONCEALED GRID

7'-1"

12'-3 3/4"

1'-0"

19'-9 1/8"

10'-0" = 220.30

214 EXCHANGE 0'-0" = 210.30 F.F.

VESTIBULE

0'-3 1/2"

0'-0" = 210.30 F.F.

T.O. GYPBD

MTL CLADDING (E)

8" STL GIRTS ( SEE STR DWGS FOR LOCATION)

FACILITIES ENGINEERING

23'-1 1/8"

WALL THERMAL INSULATION (E)

DESCRIPTION

DATE

MARK

SIMILAR

TRESPA METEON PANEL CLADDING

8 A5.1

ISSUE

4 A5.1

STL FRAME (E)

W2

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

T.O. PARAPET FRAMING

2"

1'-0"

T.O. FRAME @ EAVE

VARIES

A-2

RD/OFD COMBO

SIMILAR

B

8'

1"

12'-7 1/4" - 222.90

A

4'

SOLATUBE 750 DS-C W/ ROOF CURB

8" Z PURLINS (E)

19'-9 1/8" = 230.06

2'

4 A5.1

CONC WALL & COL FOOTING (E)

FACILITIES ENGINEERING CALIFORNIA

PETALUMA

VARIES

SCALE: 1/4" =

RIDGE LINE

1

B

W10

OPEN

10'-0"

10 A5.1

CONSULTANTS

W7

10'-8 3/4"

12'-3 3/4"

W1

3 X 4 DS

24" X 24" ACCOUSTICAL TILE CEILING W/ CONCEALED GRID

3 X 4 DS

BLDG

A

214

ARCHITECTURAL CROSS SECTIONS REVIEWED BY: REVIEWED BY:

M Walton

2

CROSS SECTION SCALE: 1/4" =

1'-0"

0

2'

4'

8'

3

T. vanWinden

PROJECT ENG. BRANCH CHIEF

CROSS SECTION SCALE: 1/4" =

REVIEWED BY:

1'-0"

0

2'

4'

8'

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A4.1

SHEET

20

OF

51

1

2

3.5

4

5

3

6

4

7

8

9

C

C SOLATUBE 750 DS-C W/ ROOF CURB 8" STL PURLINS ( SEE STRUCT DWGS FOR LOCATION)

7 A5.1

19'-9 1/8" = 230.06 T.O. PARAPET FRAMING

STL FRAME (SEE STR DWGS FOR DETAILS)

R1 17'-10 3/4" = 228.19 T.O. PARAPET FRAMING

RIDGE LINE

W11

9'-11 1/4"

W4

7'-7 7/8"

W3

7'-1"

0'-0" = 210.30 F.F.

-0'-0 1/4" = 210.28 F.F.

RETAIL

0'-0" = 210.30 F.F.

T.O. CURB

CONC WALL & COL FOOTING (SEE STRUCT DWGS FOR DETAILS)

8 A5.5

1

-0'-0 1/2" = 210.25 T.O.S.

0'-3 1/2"

-0'-1 3/4" = 210.15 F.F.

F1

9 A5.5

VESTIBULE -0'-2" = 210.13 F.F.

F3

7'-1"

F4

F.F.

W1

1 A5.1

0'-0 1/4"

0'-1 1/2"

4 A5.1

CONSULTANTS

10'-0"

1'-0"

8'-0" = 218.30 F.F.

W5

0'-0" = 210.30

24" X 24" ACCOUSTICAL TILE CEILING W/ CONCEALED GRID

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

VARIES

1'-3 7/8"

T.O. TS

9 A5.1

10'-0" = 220.30

T.O. STL DECK

17'-7 1/4"

T.O. PARAPET FRAMING

17'-10 3/4"

EXTENTION TUBE

3'-0"

8'-11 3/4"

19'-9 1/8" 0'-10 1/4"

R2

10 A5.1

CROSS SECTION SCALE: 1/4" =

1'-0"

0

2'

4'

8'

B

B

1

2

3

SIMILAR

4

5

6

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

R2 23'-1 1/8" = 233.4

W11

SIDE-WALL BEAM (E)

STL FRAME (E)

T.O. PARAPET FRAMING

FOR WALL BRACING SEE STR DWGS

W11 ISSUE 5'-2 3/8"

CORRUGATED MTL CLADDING EXPANSION JOINT MTL COVER

W7

W7

17'-10 3/4" = 228.19 T.O. PARAPET FRAMING

RIDGE LINE ROOF THERMAL INSULATION (E)

4 A5.1

W11

8" Z PURLINS (E)

T.O. GYPBD

W8

10'-0" = 220.30

STL HEADER SEE STR DWGS FOR DETAILS

STL HEADER SEE STR DWGS FOR DETAILS

A/E CONTRACT:

10'-0" = 220.30

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

9 A5.1

17'-10 3/4"

GARAGE DOOR

1'-0"

1" GAP BETWEEN STRUCTURES

4 A5.1

FACILITIES ENGINEERING

9 A5.1

8" Z GIRTS (E)

10'-9 3/4"

CORRUGATED MTL CLADDING

CORRUGATED MTL CLADDING

DESCRIPTION

DATE

MARK

GARAGE DOOR TRACK BRACING SEE STR DWGS FOR DETAILS

W1

SCALE:

1/4"

=

1'-0"

LOADING DOCK A

-0'-3/4" = 210.23 F.F.

-0'-1 3/4" = 210.15 F.F.

-0'-1/2" = 210.25 F.F.

F4

7'-1"

6 A5.5

214 EXCHANGE FACILITIES ENGINEERING

F1

CALIFORNIA

PETALUMA WAREHOUSE

-0'-1/2" = 210.25 F.F.

0'-0" = 210.30 F.F.

RETAIL

RETAIL

0'-0" = 210.30 F.F.

-0'-0 1/4" = 210.28 F.F. 0'-0 1/4"

-1'-1 3/4" = 209.16

0'-6"

11 A5.5

10'-0"

10'-0"

SHEET TITLE

EXOSTING FOOTING UNDERPINNING SEE STR DWGS FOR DETAILS

CONC WALL & COL FOOTING (E)

LOADING DOCK SEE STR DWGS FOR DETAILS

0'-0" = 210.30 F.F. -0'-8" = 209.63

BLDG

A

214

ARCHITECTURAL CROSS SECTIONS

CONC WALL & COL FOOTING (SEE STRUCT DWGS FOR DETAILS)

REVIEWED BY: REVIEWED BY:

9 A5.5

EXPANSION JOINT SEE STR DWGS FOR DETAILS

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

2

J. GOOD CDR

CROSS SECTION SCALE: 1/4" =

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

1'-0"

0

2'

4'

8'

PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A4.2

SHEET

21

OF

51

1

2

D

3

C

B

4

A-2 90'-3 3/8"

1'-11 5/8"

29'-7 3/4" 14'-0"

16'-3 3/8"

10'-0"

40'-0"

10'-0" 23'-2 1/4"

WAREHOUSE DOOR

-0'-0 3/4" = 210.23

0'-9 1/2"

-0'-2" = 210.14

CURB

C

3'-5 1/8" = 213.73 6'-6 1/4"

22'-4"

0'-3 1/8" = 210.56 T.O.CURB

-0'-0 3/4" = 210.23

1'-0"

3'-2"

C

5'-0"

0'-3 1/8" = 210.56 T.O.CURB

-0'-8" = 209.64

-0'-9 1/4" = 209.53

-1'-9 5/8" =208.50 0'-4" EDGE MOUNTED LOADING DOCK LEVELER. MANUALLY OPERATED, 78" USABLE WIDTH, 20,000 lb CAPACITY W/ INTEGRATED BUMPERS

-4'-0 3/4" = 206.23

-4'-1 1/2" = 206.18

-0'-0 3/4" = 210.23

-4'-0 3/4" = 206.23

4 -

FOR LOADING DOCK CONCRETE SHELL DETAILS REFER TO STRUC. DWGS FOR GRADING PLAN REFER TO CIVIL DWGS

1

LOADING DOCK SECTION SCALE: 1/4" =

1'-0"

0

D

C

B

2'

4'

8'

CONSULTANTS

A-2

3'-5 1/8" = 213.73

WAREHOUSE DOOR

0'-2"

22'-4"

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

6'-6 1/4"

3'-2"

22'-4"

0'-3 1/8" = 210.56 T.O. CURB

0'-3 1/8" = 210.56 T.O.CURB

-0'-8" = 209.64

-1'-9 5/8" =208.50

B

B 2" DIA PVC SCUPPER

4 -

2

LOADING DOCK VIEW SCALE: 1/4" =

1'-0"

0

2'

4'

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

8'

ISSUE

A-2

B

3/8" DIA ST. STEEL CABLES W/ CONCEALED HARDWARE 22'-4" 5'-6 3/8"

5'-6 3/8"

5'-6 3/8"

5'-6 3/8"

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT:

11'-6 3/4" 18'-0"

2'-9 1/4"

5'-8 3/4" 8'-6"

0'-6" 2'-0"

-0'-5 7/8" = 209.81

6" H CONC CURB

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

-0'-0 1/4" = 210.28 -0'-0 1/4" = 210.28

0'-5 3/4" = 210.78 T.O.CURB -0'-6" = 209.80 0'-0" = 210.30

1'-0"

6'-5 1/4"

3'-2"

EMERGENCY EXIT DOOR

SCALE:

1/4"

=

1'-0", 3/4"

=

1'-0", 1

SHEET TITLE

214 EXCHANGE

FOR CONCRETE SHELL DETAILS REFER TO STRUC. DWGS FOR GRADING PLAN REFER TO CIVIL DWGS

3

EMERGENCY EXIT SLOPED APPROACH SCALE: 1/4" =

1'-0"

0

2'

4'

8'

4

LOADING DOCK GUARDRAIL SCALE: 1/2" =

1'-0"

FACILITIES ENGINEERING 0

1'

A

2'

4'

CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL CROSS SECTIONS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A4.3

SHEET

22

OF

51

1

2

6'-5" 9'-2"

EQ

EQ

EQ

EQ

EQ

EQ

3

1'-0"

EQ

1 1/2" DIA ST. STEEL TUBE HANDRAIL

ASSEMBLY SPLIT 12" MTL TUBING INSERT CONNECTION

0'-4"

0'-9 1/8"

0'-11"

210.45

1 1/2" DIA STL. STEELPOST INSERTED IN PVC TUBING W/ EPOXY GLUE

0'6"

PVC TUBING SET IN CONCRETE

CONSULTANTS

1'11 /2"

STAIR CONC SLAB

PVC TUBING SET IN CONCRETE

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

0'-8"

3

210.34

1'-6"

CONC PIERS (SEE STRUCT. DWGS)

2'-7 3/8"

1'-11"

STAIR CONC SLAB

5'-10" = 10R@7"

SPLIT

SPLIT

216.28

1'-6"

216.34

0'-5 1/2"

1 1/2" DIA ST. STEEL TUBE POST

5'-10" = 10R@7" 17'-6"

1'-6"

0'-5 1/2"

FOR CONCRETE SHELL DETAILS REFER TO STRUC. DWGS FOR GRADING PLAN REFER TO CIVIL DWGS

2'-11 1/2"

222.17

C

1'-10"

1 1/2" DIA. ST. STEEL HANDRAIL

SPLIT

222.22

SPLIT

3 -

1 1/2" DIA. ST. STEEL POST

2'-8"

2'-8"

0'-5 1/2"

5'-10" = 10R@7"

EXITING SLOPE

1'-6"

1'-4 1/2"

1'-6"

C

EQ

2'-4 1/2" POSTS RAILING 0'-11"

6'-5" 9'-2"

0'-10"

228.05

EQ

6'-10" 4'-1"

SPLIT

2'-8"

EQ

6'-5" 9'-3"

0'-7"

1'-0"

6'-10" 4'-1"

4

0'10 "

2'-4 1/2"

3

B

1

4 -

PARKING STAIR SECTION SCALE: 3/8" =

1'-0"

0

2'

4'

3

6'

STAIR SECTION DETAIL SCALE: 1"

=

1'-0"

B 0

1'-5 1/2"

1/2''

1''

2''

0'-11"

1 1/2" DIA ST. STEEL TUBE HANDRAIL

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

2'-0 1/8"

8'-3" = 9T@11"

5'-0"

8'-3" = 9T@11"

5'-0"

8'-3" = 9T@11"

10'-11 5/8"

0'-3 1/8"

2'-11 1/2"

2'-11 7/8"

ISSUE

0'10 "

50'-11 3/4"

0'-5 1/2"

0'-5 1/2" 1'-0 3/4"

1

FACILITIES ENGINEERING PVC TUBING SET IN CONCRETE

A/E CONTRACT:

0'6" 1'-6"

0'-4"

1 1/2" DIA. STL. POST

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY: SCALE:

1 1/2" DIA.STL HANDRAIL

2

1'-0"

1/4"

=

1'-0", 1"

=

SHEET TITLE

PARKING STAIR PLAN SCALE: 3/8" =

DESCRIPTION

DATE

MARK

STAIR CONC SLAB

1'-6" 1'13 1/2 "

Slope 1% 4'-4"

Slope 1%

5'-0"

1

0'-7"

0'-4"

1'-11"

1'-0"

1 1/2" DIA ST. STEEL TUBE POST

0

2'

4'

6'

4

214 EXCHANGE

STAIR SECTION DETAIL SCALE: 1"

=

1'-0"

0

1/2''

1''

FACILITIES ENGINEERING

2''

CALIFORNIA

PETALUMA A

BLDG

A

214

ARCHITECTURAL CROSS SECTIONS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A4.4

SHEET

23

OF

51

1'-0",

WEATHER BARRIER

R19 INSULATION BOARD

CL OF COLUMN

6" 18 GA MTL BLOCKING

1 A-1

5/8" CEMENTITIOUS BOARD ROOFING MEMBRANE TURNED UP PARAPET WALL

5/8" CEMENTITIOUS BOARD ROOFING MEMBRANE TURNED UP PARAPET WALL

TAPERED RIGID INSULATION 1 1/2" PT WD EDGES R30 RIGID INS BOARD MECHANICALLY ATTACHED TO MTL DECK 1 1/2" MTL DECKING (SEE STRUCT DWGS) 3" DIA ROOF DRAIN/ OVERFLOW COMINATION

6" 18GA MTL STUDS

1'-6"

1'-10 1/2"

17'-10 3/4"

6" 18GA MTL BLOCKING

8" MTL EAVE STRUT (SEE STRUCT DWGS)

8" MTL EAVE STRUT (SEE STRUCT DWGS)

6" 16 GA MTL TRACK

6" 16GA MTL TRACK

8" Z MTL GIRTS (SEE STRUCT DWGS) 8" 18GA MTL STUDS @ 24" OC

8" Z MTL GIRT (SEE STRUCT DWGS) 8" 18GA MTL STUDS @ 24" OC

8" 18GA STUDS

STL FRAME (SEE STRUCT DWGS)

0'-8"

MTL CORNER BEAD 5/8" TYPE X GYPBD

VESTIBULE PARAPET DETAIL

4

0

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

6''

4

5/8" TYPE X GYPBD ALUM DOOR FRAME

3.5 0'-4"

CL OF TS

12''

18''

1

0

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

MTL FLASHING SCREW FIXING TO FURRING CHANNELS 7/8" CORRUGATED MTL CLADDING

R19 INSULATION BOARD VENT & DRAINING MTL SCREEN 5/8" CEMENTITOUS BOARD 8" 18GA MTL STUDS @ 24" OC TAPERED RIGID INS BOARD B MIN 3" TH. MECHANICALLY ATTACHED TO MTL DECK

10" 18GA MTL LEDGER

8'-11 3/4"

1 1/2" MTL DECK (SEE STRUCT DWGS)

5/8" DENS-GOLD BOARD L-CHANNEL BY TRESPA

10" 18GA JOISTS (SEE STRUCT DWGS) 8" 18GA MTL BLOCKING

10" 18GA JOISTS (SEE STRUCT DWGS) 5/8" TYPE X GYPBD

7

18''

7'-11 5/8" 5/8" TYPE X GYPBD CORNER BEAD

A

R19 INSULATION BOARD 8" 18GA MTL STUDS @ 24 OC SCREW FIXING TO FURRING CHANNELS 5/8" TYPE X GYPBD

R19 INSULATION BOARD 8" 18GA MTL STUDS @ 24OC 5/8" TYPE X GYPBD

12''

18''

ROOF TO WALL TRANSITION DETAIL 0

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

6''

12''

18''

DESCRIPTION

DATE

MARK

8" 16GA MTL RUNNER

6" CONC SLAB (SEE STRUCT DWGS)

1'-5 1/4"

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

5/8" DENS-GLASS BOARD R19 INSULATION BOARD 6" 18GA MTL STUDS @ 16" OC TWO LAYERS OF 5/8" GYPBD 1/2" VANEERED IMPACT PROTECTING BOARD @ 48" O.F.FLOOR J-CHANNEL BY TRESPA

9 A5.4

SCALE:

1 1/2"=

1'-0"

SHEET TITLE

214 EXCHANGE 6" 16GA MTL RUNNER

FIN. FLOOR VENT & DRAINING MTL SCREEN

A/E CONTRACT:

WEATHER BARRIER

4" 16GA MTL RUNNER

0'-1"

F.FLOOR

3.5

WEATHER BARRIER

0'-4"

0'-4"

6''

2

5

TRESPA METEON PANEL

J-CHANNEL BY TRESPA J-CHANNEL BY TRESPA

0'-6"

0'-1 1/2"

8" MTL RUNNER

0'-4"

0

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

4" 18GA MTL STUDS @ 24" OC

STL COLUMN (SEE STRUCT DWGS)

0'-8"

18''

5/8" DENS-GLASS BOARD

VENTILATED @ DRAINING CAVITY MTL STRIP ENCLOSURE

A

12''

TRESPA METEON PANEL WEATHER BARRIER

CL OF COLUMN

CL OF COLUMN

7/8" MTL FURRING CHANNELS @ 24" OC WEATHER BARRIER

3 A5.5

6''

ISSUE

TWO LAYERS 5/8" TYPE X GYPBD

FACILITIES ENGINEERING

7/8" CORRUGATED MTL CLADING

A

0

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

FACILITIES ENGINEERING BLDG

A

214

ARCHITECTURAL

6" CONC SLAB (SEE STRUCT DWGS)

6" CON SLAB (SEE STRUCT DWGS)

CALIFORNIA

PETALUMA

VENT & DRAINING MTL SCREEN FIN. FLOOR

0'-6"

12''

CL OF TS

6''

VESTIBULE PARAPET DETAIL

0'-1"

0

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

5

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

5/8" TYPE X GYPBD

GAP ENCLOSURE MTL STRIP

BY TRESPA TRESPA METEON PANELS

PYLON PARAPET DETAIL

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

7/8" FURRING CHANNEL @24" OC

1 1/2" MTL DECKING (SEE STRUCT DWGS)

CORNER BEAD TWO LAYERS 5/8" TYPE X GYPBD 6" 18GA MTL STUDS @ 16" OC R19 BATT INSULATION

18''

2"x2" CANT

ONE-PLY ROOFING MEMBRANE TAPERED RIGID INS BOARD MIN 3" TH. MECHANICALLY ATTACHED TO MTL DECK

8 A5.4

12''

ONE-PLY ROOFING MEMBRANE

4" FIBER CANT TYP.

0'-6"

9

6''

6" 18GA MTL TRACK 5/8" CEMENTITOUS BOARD

6" 18GA MTL BLOCKING

CONSULTANTS

ROOF TO WALL TRANSITION DETAIL

4

PARAPET DETAIL

TWO LAYERS 5/8" TYPE X GYPBD

5

24 GA GALVANIZED & PAINTED MTL FLASHING C/V CLIPS @ 12" OC ON PEEL ANS STICK MEMBRANE ON SHEET STEEL BACKING 1/4"/1'-0" FOR SLOPE TO DRAIN 1 1/2" PT WD NAILER

17'-10 3/4"

STL FRAME (SEE STRUCT DWGS)

1 1/2" PT WD NAILER

ALUM DOOR FRAME VENT & DRAINING MTL SCREEN

3"x4" MTL DOWNSPOUT

8" 16GA MTL TRACK

6" MTL JOIST

1 1/2" PT WD NAILER

7'-7 7/8"

8" 16GA MTL TRACK

6" TS (SEE STRUCT DWGS)

7'-11 5/8"

6" TS (SEE STRUCT DWGS)

8'-11 3/4"

6" 18 GA MTL BLOCKING

10'-8 3/4"

5/8" TYPE X GYPBD

1 1/2" PT WD EDGES R30 RIGID INS BOARD MECHANICALLY ATTACHED TO MTL DECK

1 1/2" MTL DECKING (SEE STRUCT DWGS)

3"x4" MTL DOWNSPOUT

10" 18GA JOISTS (SEE STRUCT DWGS) CORNER BEAD TWO LAYERS 5/8" TYPE X GYPBD

0'-10"

B

8" 16GA MTL TRACK

5/8" TYPE X GYPBD

9'-10"

8" Z MTL PURLINS (SEE STRUCT DWGS)

8" 16GA MTL TRACK

8'-11 3/4"

L-CHANNEL BY TRESPA

CORNER BEAD

4 A5.5

12'-7 1/4"

4" 16GA MTL TRACK

WEATHER BARRIER 5/8" DENS-GOLD BOARD

TAPERED RIGID INSULATION

3" DIA ROOF DRAIN/ OVERFLOW COMINATION

8 A5.4

8" 18GA MTL STUDS@24" OC C

8" 18GA MTL BLOCKING TAPERED RIGID INS BOARD MIN 3" TH. MECHANICALLY ATTACHED TO MTL DECK 1 1/2" MTL DECK (SEE STRUCT DWGS) 1 1/2" TREATED WD NAILER

5/8" TYPE X GYPBD

7'-7 7/8"

4" FIBER CANT TYP.

R19 INSULATION BOARD

10" 18GA MTL LEDGER 6" 18GA MTL BLOCKING TRESPA METEON PANEL

6" 18 GA MTL BLOCKING

1'-6"

4" FIBER CANT TYP.

5'-3 1/2"

6" 18 GA MTL STUDS @ 24" OC

1 1/2" MTL DECKING (SEE STRUCT DWGS)

0'-8" MIN

6" 18 GA MTL STUDS @ 24" OC

8'-11 3/4"

11 A5.4

VENT & DRAINING MTL SCREEN 4" 18GA MTL STUDS @24"OC 5/8"DENS-GLASS GOLD BOARD

TAPERED RIGID INS BOARD MIN 3" TH. MECHANICALLY ATTACHED TO MTL DECK

0'-4"

CL OF COLUMN

R19 INSULATION BOARD

TRESPA METEON PANEL L-CHANNEL BY TRESPA

0'-8" MIN.

SIMILAR

7/8" FURRING CHANNELS @24" OC

2"x2" CANT

4" FIBER CANT TYP. ONE-PLY ROOFING MEMBRANE

1'-3 7/8"

6" 18GA MTL BRACING @ 48" OC HORIZONTALLY AND VERTIICALLY 4" 18 GA MTL STUDS @ 24"OC 5/8" DENS-GLASS GOLD BOARD TRESPA METEON PANEL

CL OF TS

4 A5.5

7/8" CORRUGATED MTL CLADDING

ONE-PLY ROOFING MEMBRANE

4

5/8" CEMENTITOUS BOARD

0'-0 1/4"

5 A5.5

4" 16 GA MTL TRACK

0'-8" MIN

9'-10"

8" 16GA MTL TRACK

C

24 GA GALVANIZED & PAINTED MTL FLASHING C/V CLIPS @ 12" OC ON PEEL ANS STICK MEMBRANE ON SHEET STEEL BACKING 1/4"/1'-0" FOR SLOPE TO DRAIN 1 1/2" PT WD NAILER 6" 18GA MTL TRACK

3

3.5

4 A5.5

2 LAYERS 3/4" PT PLWD BACKING 1 1/2" TREATED WD NAILER

0'-4"

0'-4" 17'-10 3/4"

6" 16GA MTL TRACK

24 GA GALVANIZED & PAINTED MTL FLASHING C/V CLIPS @ 12" OC ON PEEL ANS STICK MEMBRANE ON SHEET STEEL BACKING 1/4"/1'-0" FOR SLOPE TO DRAIN

A

TAPERED 1 1/2" TREATED WD NAILER

0'-4"

0'-5 1/2"

A

17'-10 3/4"

2

24 GA GALVANIZED & PAINTED MTL FLASHING C/V CLIPS @ 12" OC ON PEEL ANS STICK MEMBRANE ON SHEET STEEL BACKING 1/4"/1'-0" FOR SLOPE TO DRAIN

0'-10 1/4"

1

EXTERIOR DETAILS REVIEWED BY: REVIEWED BY:

3" COMPACTED GRAVEL

3" COMPACTED GRAVEL

3" GRAVEL

M Walton

10

VAPOR BARRIER

BASE DETAIL SCALE: 1 1/2'' = 1' - 0''

0

1

6''

12''

18''

8

PYLON BASE DETAIL SCALE: 1 1/2'' = 1' - 0''

0

2

6''

12''

18''

J. GOOD CDR

CONC FOOTING (SEE STRUCT DWGS)

CONC FOOTING (SEE STRUCT DWGS)

T. vanWinden

PROJECT ENG. BRANCH CHIEF

VAPOR BARRIER VAPOR BARRIER CONC FOOTING (SEE STRUCT DWGS)

0214-0003

VESTIBULE BASE DETAIL SCALE: 1 1/2'' = 1' - 0''

0

3

6''

12''

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

6

REVIEWED BY:

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

18''

4

A5.1

SHEET

24

OF

51

1

2

5"x5" MTL CORNER FLASHING

3 PROFILED MTL CLADDING (E) WRAPPED BATT INSULATION (E)

2

PROFILED FOAM SEAL 7/8" FURRING CHANNELS @ 24" OC

1

8" 18GA MTL STUDS @ 24"OC PROFILED MTL CLADDING (E)

4 PROFILED MTL CLADDING (E) WRAPPED BATT INSULATION (E)

3

8" STL GIRT (E)

8" STL GIRT (E)

2 1/2" 18GA MTLSTUDS @ 16" OC

2 1/2" 18GA MTLSTUDS @ 16" OC

PROFILED MTL CLADDING (E) WRAPPED BATT INSULATION (E)

4

8" STL GIRTS (E)

5

EXP. JOINT MTL ENCLOSURE

1'-5"

PROFILED FOAM SEAL 7/8" FURRING CHANNELS @24" OC WEATHER BARRIER 7/8" CORRUGATED CLADDING

0'-1"

3 A5.4

R 19 INSUALATION BOARD

C

8" STL GIRT (E)

8" 18GA MTL END STUDS

D

D

EXP JOINT FILLER

D

5/8" TYPE X GYPBD

0'-5 1/2"

C

8" 18GA MTL STUDS @ 24" OC

WRAPPED BATT INSULATION (E)

CORNER BEAD 2 1/2" 20GA MTL STUDS

5/8" GYPBD TYPE X

1'-7 1/4"

2 1/2"18 GA MTL FRAM CORNER BEAD CORNER BEAD

CORNER BEAD

4" 20GA MTL STUDS

STL COLUMN (E)

STL COLUMN (E)

SIDE STL COLUMN (SEE STRUCT DWGS)

D

SIDE STL COLUMN (E) 1 5/8" 20GA MTL STUDS 5/8" TYPE X GYPBD

2 1/2" 20GA MTL STUDS

1 5/8" 20GA MTL STUDS

1 5/8" 20GA MTL STUDS

0'-9 5/8"

STL COLUMN (E) WRAPPED BATT INSULATION

0'-7 1/8"

WEATHER BARRIER

5/8" TYPE X GYPBD

5/8" TYPE X GYPBD

1 1/2" 20 GA MTL STUDS

2 1/2" 20 GA MTL STUDS @ 16" OC

8" STL Z GIRTS (SEE STRUCT DWGS)

CORNER BEAD

6" 18GA MTL STUDS @ 16" OC

8" STL GIRTS (E) 5/8" TYPE X GYPBD

CONSULTANTS

7/8" CORRUGATED MTL CLADDING

CORNER DETAIL

9

0

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

6''

12''

6

18''

EXT. WALL & COLUMN DETAIL 0

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

7/8" CORRUGATED MTL CLADDING

18''

WEATHER BARRIER

0

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

6''

12''

1

18''

WALLS TRANSITION DETAIL 0

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

6''

3

18''

7/8" FURRING CHANNELS

8

7/8" FURRING CHANNEL @24" OC HORIZONTALY

CORNER BEAD

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

CORNER BEAD

1'-0 1/4"

8" 18GA MTL STUDS @ 24"OC

12''

5/8" TYPE X GYPBD

5/8" TYPE X GYPBD

WEATHER BARRIER PROFILED FOAM SEAL

6

8" 18GA MTL STUDS @ 24" OC

12''

EXT. WALL & COLUMN DETAIL

7/8" CORRUGATED MTL CLADDING R19 INSULATION BOARD

1 A5.4

7/8" MTL FURRING CHANNEL @ 24" OC

6

6''

4

2"x2" MTL CORNER FLASHING 2 1/2" 20 GA MTL STUDS

B

8" Z GIRTS (SEE STRUCT DWGS

D

7/8" FURRING CHANNEL @ 24" OC 7/8" CORRUGATED MTL CLADDING

D

8" Z GIRTS (SEE STRUCT DWGS) SIDE STL COLUMN (SEE STRUCT DWGS) R19 INSULATION BOARD 8" Z GIRTS (SEE STRUCT DWGS) 3 5/8" 18GA MTL STUDS @ 16" OC

3x4 MTL DOWNSPOUT

1'-4 7/8"

STL COLUMN (SEE STRUCT DWGS) 3 5/8" 18GA MTL FRAMING, STUDS @ 16" OC

1 5/8" MTL STUDS

5/8" TYPE X GYPBD

PROFILED FOAM SEAL

5/8" TYPE X GYPBD

STL COLUMN (E)

1'-6 5/8"

0'-8"

R19 INSULATION BOARD

STL COLUMN (SEE STRUCT DWGS) B 3x4 MTL DOWNSPOUT CORNER BEAD

CORNER BEAD

5/8" TYPE X BYPBD 8" Z GIRTS (SEE STRUCT DWGS)

5/8" TYPE X GYPBD 8" STL GIRTS (E)

A

A-2

8" 18GA STUDS @ 24" OC R19 INSULATION BOARD

8" 18GA MTL STUDS @ 24" OC

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

ROOF LADDER

0'-0 7/8"

R19 INSULATION BOARD

10

8" 18GA MTL STUDS @ 24" OC 5/8" TYPE X GYPBD CORNER BEAD

5/8" TYPE X GYPBD

EXT. WALL & FURRING DETAIL 0

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

6''

12''

7

18''

CORNER DETAIL 0

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

6''

12''

WEATHER BARRIER 7/8" CORRUGATED MTL CLADDING

WEATHER BARRIER 7/8" FURRING CHANNELS @24" OC 7/8" CORRUGATED MTL CLADDING

CORNER BEAD

5

18''

EXT. WALL & COLUMN DETAIL 0

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

6''

12''

18''

ISSUE

7/8" MTL FURRING CHANNELS

2

EXT. WALL & COLUMN DETAIL 0

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

6''

12''

18''

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING 5/8" TYPE X GYPBD 8" Z STL GIRTS (SEE STRUCT DWGS) 8" 18GA STL STUDS @ 24" OC

WEATHER BARRIER 7/8" MTL FURRING CHANNELS @ 24" OC PROFILED FOAM SEAL

A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

R19 INSULATION BOARD

9

A

MTL CORNER BEAD 5/8" TYPE X GYPBD

4" C CHANNEL 18GA BRACKETS @ 48" MAX OC VERTICALLY, @ 48" MAX OC HORIZONTALLY

8" Z STL GIRTS (SEE STRUC DWGS)

SCALE:

1 1/2"=

1'-0"

R19 INSULATION BOARD WEATHER BARRIER

A

1'-8"

SHEET TITLE

214 EXCHANGE

WEATHER BARRIER

4" 18 GA MTL STUDS @ 24" OC 4" 18GA MTL STUDS @ 24" OC

7/8" CORRUGATED MTL CLADDING 7/8" MTL FURRING CHANNELS @ 24" OC

A

J-CHANNEL BY TRESPA

FACILITIES ENGINEERING BLDG

A

PROFILED FOAM SEAL

2'-11 5/8" SIDE PANEL

0'-0 3/8"

10'-0" MIDDLE PANEL

EXTERIOR DETAILS

16'-0" ENTIRE ASSEMBLY

2"x2" MTL CORNER FLASHING

4 A5.4

6 A5.4

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

0

1

6''

12''

18''

8

PROJECT NUMBER

0214-0003

PYLON PLAN DETAIL SCALE: 1 1/2'' = 1' - 0''

0

2

3

6''

12''

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER

FIXED BRACKET BY TRESPA MTL GAP ENCLOSURE BY TRESPA

CORNER DETAIL

T. vanWinden

J. GOOD CDR

TRESPA METEON PANEL J-CHANNEL BY TRESPA

WEATHER BARRIER

REVIEWED BY:

PROJECT ENG. BRANCH CHIEF

J-CHANNEL BY TRESPA

7/8" CORRUGATED MTL CLADDING

11

M Walton

WEATHER BARRIER

5 A5.4

MTL GAP ENCLOSURE BY TRESPA

PROFILED FOAM SEAL

REVIEWED BY: REVIEWED BY:

5/8" DENS-GOLD BOARD

FIXED BRACKET BY TRESPA 8" 18GA MTL END STUD 7/8" MTL FURRING CHANNEL @ 24" OC

214

ARCHITECTURAL

12 A5.4

1 A5.4

CALIFORNIA

PETALUMA

7/8" CORRUGATED MTL CLADDING

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

18''

4

A5.2

SHEET

25

OF

51

1

2

3

4

OVERFLOW DRAIN 2" MAX.

INT. WALL LINING - TENNANT IMPROVEMENT ITEM)

ROOF DRAIN RESTRAIN

0'-2" MAX.

1'-0"

B

REMOVABLE SHEET MTL COUNTERFLASHING

PREFABRICATED HEAVY GA. MTL CURB ROOF MEMBRANE C/W 4" FIBER CANT TYP. RIGID INSULATION MECHANICALLY ATTACHED TO MTL DECKING

MTL DECK

0'-0 7/8"

24 GA GALVANIZED & PAINTED MTL FLASHING C/V CLIPS @ 12" OC ON PEEL ANS STICK MEMBRANE ON SHEET STEEL BACKING 1/4"/1'-0" FOR SLOPE TO DRAIN

INSULATION

RIGID INSULATION BOARDS

STL COLUMN - SEE STRUCT DWGS

0'-10" MIN

ROOFING MEMBRANE

1 A-1

0'-2" MIN

2 1/2" MTL FAMING MTL CORNER BEAD

HIGH-DOMED, CAPPED, GASKETED FASTENERS APPROX. 18" O.C. MIN TWO FASTENERS PER SIDE

8" MIN. FLASHING HEIGHT

2" FIBER CANT

DO NOT FIX FURRING FRAMING TO NEW COLUMN

B

R19 INSULATION BOARD SCREW FIXING TO FURRING CHANNELS 8" 18GA MTL STUDS @ 24" OC 6" 18GA PARAPET WALL STD @ 24" OC ATTACHED TO 8" WALL STUDS WEATHER BARRIER 7/8" MTL FURRING CHANNELS @ 24" OC 7/8" CORRUGATED MTL C CLADDING VENT MTL SCREEN EXP JOINT FILLER

SHEET MTL FLASHING RECEIVER

0'-8" MIN.

2 1/2" BRACING @ 36" OC VERTICALLY FIXED TO EXISTING STL COLUMN

C

5

PT WD NAILER

5/8" TYPE X GYPBD

2'-4"

4

SEALING MATERIAL

17'-10 3/4"

PT WD NAILER 6" 16GA MTL TRACK

PT WD NAILER

8" 18GA MTL BLOCKING 8" Z GIRT (E)

EXP JOINT

6" 18GA MTL PARAPET STUDS @24" OC

MTL BEARING FRAME

STL COLUMN (E)

1 1/2" MTL DECK ( SEE STRUCT DWGS)

R19 INSULATION BOARD

DRAIN PIPE

4

4

5

MTL EDGE SUPPORT (SEE STRUCT DWGS)

INTERIOR COLUMN DETAIL 0

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

5/8" CEMENTITOUS BOARD ROOFING MEMBRANE TURNED UP PARAPET WALL 4" FIBER CANT TYP.

6''

12''

18''

ROOF DRAIN

3

0

SCALE: 3'' = 1' - 0''

3''

6''

9''

PT WD EDGING ONE-PLY ROOFING MEMBRANE R30 RIGID INSULATION MECH ATTACHED TO MTL DECK

SOLATUBE CURB FLASHING

2

0

SCALE: 3'' = 1' - 0''

4

5

3''

6''

9''

1 1/2" MTL DECK (SEE STRUCT DWGS)

5

8" Z MTL PURLINS (SEE STRUCT DWGS)

8" 18 GA GALV STL STUD INT. WALL LINING - TENNANT IMPROVEMENT ITEM INT. WALL LINING - TENNANT IMPROVEMENT ITEM)

6" 16GA MTL TRACK

EXP JOINT

2'-4 1/4"

8" 18 GA GALV STL STUDS @ 16" OC

STL FRAME COLUMN (E)

0'-1"

STL SIDE BEAM (SEE STRUCT DWGS)

CONTROL JOINT MTL COVER

0'-6"

8" 18 GA GALV STL STUD) SEALANT

B

1

A-2

0'-2 3/4"

STL FRAME COLUMN SEE STRUCT DWGS

PARAPETS TRANSITION DETAIL 0

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

6''

B 12''

18''

STL COLUMN - SEE STRUCT DWGS INT. WALL LINING - TENNANT IMPROVEMENT ITEM

8" 18 GA GALV STL STUD

5/8" TYPE X GYPBD 8" 18 GA GALV STL STUD 3 X 4 MTL DOWNSPOUT)

MTL CORNER BEAD

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

8" 18 GA GALV STL STUD @ 24" OC

0'-9 1/4"

ISSUE

6" 18 GA GALV STL STUDS @ 16" OC 2 LAYERS OF 5/8" TYPE X GYPBD

5

INTERIOR JAMB DETAIL 0

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

6''

12''

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

MTL CORNER BEAD

5/8" TYPE X GYPBD

6

CONSULTANTS

18''

5

INTERIOR PILASTER DETAIL@ EXP JOINT 0

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

6''

12''

18''

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY: SCALE:

1 1/2"=

1'-0", 3"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA A

BLDG

A

214

ARCHITECTURAL EXTERIOR DETAILS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

2 1

2

3

0214-0003

CORNER DETAIL SCALE: 1 1/2'' = 1' - 0''

0

4

6''

12''

18''

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A5.3

SHEET

26

OF

51

1

2

5/8" TYPE X GYPBD

3

MTL CORNER BEAD

18 GA MTL FRAMING

1/4" SHIMMING

4

1/2" TRESPA METEON WALL PANEL J-CHANNEL BY TRESPA

0'-21/4"

1 1/2" TREATED WD NAILER 1 1/2" TREATED WD NAILER 1 1/2" TREATED WD NAILER

5/8" DENS-GLASS GOLD BOARD

0'-2

1/4"

6" TS (SEE STRUCT DWGS)

1 1/2" TREATED WD NAILER

FIXED BRACKET BY TRESPA

1 1/2" TREATED WD NAILER MTL RIVETS 5/8" DENS-GLASS GOLD BOARD

1 1/2" TREATED WD NAILER MTL FIXED BRACKET BY TRESPA

MTL WINDOW/DOOR FRAME

4" 18GA MTL STUDS @ 24" OC

STL RAIL ANCHOR

0'-1/8"

C W/P MEMBRANE

1 1/2" TREATED WD NAILER

C

CHANNEL STL ANCHOR

PANEL RIVET

1 1/2" TREATED WD NAILER

0'-2"

0'-1/4"

SEALANT & BACKER ROD

5/8" DENS-GLASS GOLD BOARD

0'-31/4"

WINDOW FRAME ANCHOR

0'-7/8"

1/2" TRESPA METEON WALL PANEL MTL RAIL BY TRESPA

SEALANT & BACKER ROD

0'-3/8"

MTL SYSTEM CLOSURE STRIP

0'-21/4"

WEATHER BARRIER

STUD ANCHOR STUD ANCHOR 1 1/2" TREATED WD NAILER

0'-1/8" 0'-31/4"

J-CHANNEL BY TRESPA

1 1/2" TREATED WD NAILER 1 1/2" TREATED WD NAILER 1 1/2" TREATED WD NAILER 1 1/2" TREATED WD NAILER

MTL RAIL BY TRESPA MTL FIXED BRACKET BY TRESPA

PANEL DIMENSION

WINDOW JAMB

10

0'-2"

Extern al corner flashin g

RAIL ANCHOR CLIP ANCHOR JOINT MTL STRIP CLOSURE

BY TRESPA

J-CHANNEL BY TRESPA

0'-1/4"

0'-2"

J-CHANNEL BY TRESPA

STL STUD ANCHOR

0'-31/4"

1 1/2" TREATED WD NAILER

0'-2"

WEATHER BARRIER

1 1/2" TREATED WD NAILER

0'-7/8"

0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

7

MID PANEL ATTACHMENT 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

4

PANELED WALL CORNER 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

CONSULTANTS

CORRUGATION CORNER FLASHING

1

0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

18 GA MTL STUDS 6" TS (SEE STRUCT DWGS) 5/8" DENS-GLASS GOLD BOARD WEATHER BARRIER J-CHANNEL BY TRESPA MTL FIXED BRACKET BY TRESPA

18GA MTL STUD @ 24" OC

0'-1/8"

0'-31/4"

STL STUD ANCHOR 5/8" DENS-GLASS GOLD BOARD

RAIL ANCHOR

0'-1/8"

PROFILED FOAM SEAL

0'-1"

20 GA MTL FLASHING

BEND AND CRUSH

MTL RAIL BY TRESPA WEATHER BARRIER

7/8" MTL FURRING CHANNELS @ 24" OC

STUD ANCHOR

B WEATHER BARRIER

CHANNEL ANCHOR

0'-21/4"

MTL RAIL BY TRESPA

0'-3/8"

MTL JOINT CLOSURE STRIP

SEALANT & ROD 1/4" SHIMMING W/P MEMBRANE 1 1/2" PT WD NAILER

8" Z MTL GIRTS

CLIP ANCHOR

R19 INSULATION BOARD

ADJUSTABLE BRACKET BY TRESPA

PANEL DIMENSION

0'-31/4"

VENT SCREEN STRIP BY TRESPA SCREEN ANCHOR

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

WEATHER BARRIER

J-CHANNEL BY TRESPA

0'-1/4"

0'-23/4"

STL RAIL ANCHOR

RAIL ANCHOR

0'-1/4"

7/8" CORRUGATED MTL CLADDING

0'-6" MAX

0'-13/4"

PANEL RIVET

PANEL DIMENSION

0'-31/4"

1/2" TRESPA METEON PANEL

B

SCREW FIXING TO FURRING CHANNELS

MTL FIXED BRACKET BY TRESPA

PANEL DIMENSION

0'-1/8"

0'-21/4"

5/8" DENS-GLASS GOLD BOARD

1/2" TRESPA METEON WALL PANEL PANEL RIVETS MTL FIXED BRACKET BY TRESPA

1/2" TRESPA METEON WALL PANEL

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

8" 18GA MTL STUDS @ 24" OC

MTL RAIL BY TRESPA J-CHANNEL BY TRESPA

ISSUE

ALUM WINDOW/DOOR FRAME PANEL RIVET SELANT & ROD

11

WINDOW HEAD 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

8

HORIZONTAL PANEL JOINT 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

5

MID PANEL ATTACHMENT 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

MTL PANELS TERMINATION

2

0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING 18 GA MTL FRAMING

18 GA MTL STUD 5/8" DENS-GLASS GOLD BOARD

R19 INSULATION BOARD 8" Z STL GIRT

J-CHANNEL BY TRESPA MTL FIXED BRACKET

PANEL RIVET

0'-31/4"

18 GA MTL FRAMING

WEATHER BARRIER

RAIL ANCHOR

A 0'-4"

MTL RAIL BY TRESPA

0'-1/8"

0'-1"

PANEL DIMENSION

PANEL DIMENSION

6" 0

1

1''

2''

4''

BLDG

EXTERIOR DETAILS

0'-1" MIN BETWEEN STRUCTURES

REVIEWED BY: REVIEWED BY:

M Walton

9

SCALE: 1 : 2 (Half Full Size)

0

2

1''

2''

4''

6

VERTICAL PANEL JOINT SCALE: 1 : 2 (Half Full Size)

0

3

1''

2''

4''

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

FLOOR BASE PANEL

214

EXPANSION JOINT FILLER

1/2" TRESPA METEON WALL PANEL

CORNER FLASHING

CALIFORNIA ARCHITECTURAL

TRESPA METEON PANEL SYSTEM

0'-21/4"

SCALE: 1 : 2 (Half Full Size)

0'-31/4"

FINISHED GRADE

WEATHER BERRIER

12

0'-3/8"

FACILITIES ENGINEERING

R19 INSULATION BOARD

WALL CAVITY ENCLOSURE 8" 18GA MTL STUDS @ 24" OC

MTL RAIL BY TRESPA

0'-31/4"

W/P MEMBRANE O/ CURB CONC CURB

1'-0"

PETALUMA

MTL FIXED BRACKET BY TRESPA

16 GA MTL TRACK

=

214 EXCHANGE

A

8" Z MTL GIRTS

STUD ANCHOR

6"

SHEET TITLE

SCREW FIXING TO FURRING CHANNELS

JOINT CLOSURE MTL STRIP MTL CLIP ANCHOR

MTL VENT SCREEN

5/8" DENS-GLASS GOLD BOARD

SCALE:

7/8" MTL FURRING CHANNELS @ 24" OC

WEATHER BARRIER

0'-21/4"

WEATHER BARRIER BEND AND CRUSH

0'-13/4"

0'-13/4"

0'-1"

WEATHER BARRIER

0'-27/8"

PANEL RIVETS

0'-21/4"

20 GA GALV MTL FLASHING

PROFILED FOAM SEAL CORRUGATED MTL CLADDING

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

LAP SEAL TAPE OR SEALANT 20 GA MTL FLASHING

J-CHANNEL BY TRESPA

1/2" TRESPA METEON WALL PANEL

0'-1/8"

PROFILED FOAM SEAL

PANEL DIMENSION

0'-51/2"

PROFILED MTL CLADDING (E)

STL STUD ANCHOR 5/8" DENS-GLASS GOLD BOARD STL RAIL ANCHOR

MTL STUD ANCHOR

7/8" FURRING CHANNEL 7/8" CORRUGATED MTL CLADDING

A/E CONTRACT:

18GA MTL STUDS @ 24" OC

3

0214-0003

EXPANSION JOINT @ CLADDING SCALE: 1 : 2 (Half Full Size)

0

4

1''

2''

4''

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A5.4

SHEET

27

OF

51

0'-35/8"

18 GA MTL FRAMING

0'-4"

2 0'-1/4"

3

0'-31/4"

AUTOMATIC SLIDING DOOR ALUM FRAME

R19 INSULATION BOARD

1/4" SHIMMING

FRAME STL ANCHOR

PVC CONTINUOUS CORNER GUARD

ALUM FACADE FRAME

SEAL & ROD

C

EXTRUDED ALUM SNAP-ON ENCLOSURE

1/4" SHIMMING

ALIGN

ALIGN WEATHER BARRIER

5/8" TYPE X GYPBD

SEAL & ROD

0'-1/4"

7/8" MTL FURRING CHANNELS @ 24" OC

FRAME STL ANCHOR

0'-2"

SEAL & ROD

SEAL & ROD

7/8" CORRUGATED MTL CLADDING

AUTOMATIC SLIDING DOOR ALUM FRAME SEAL & ROD

A

0'-101/4"

1/4" SHIMMING

SCREW FIXING TO FURRING CHANNELS

C

4

ALIGN

5/8" TYPE X GYPBD

TWO LAYERS OF 5/8" TYPE X GYPBD

0'-31/4"

1

CORNER BEAD

EXTRUDED ALUM SNAP-ON ENCLOSURE

6" TS ( SEE STRUCT DWGS )

0'-

1/4"

STUD ANCHOR

6" TS (SEE STRUCT DWGS)

4" 18 GA MTL FRAMING 4" 18 GA MTL STUD

0'-11/2"

4" 18 GA MTL JAMB POST ALUM FACADE FRAME

MTL VENT & DRAINING STRIP

R19 INSULATION BOARD 8" 18 GA STUDS

16 GA MTL TRACK

0'-13/4"

0'-3/8"

CONC CURB (SEE STRUCT DWGS ) FINISHED GRADE

ALIGN

EXT WALL BASE DETAIL 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

2

4" 10GA MTL FRAMING WEATHER BARRIER O/ 5/8" DENS-GLASS GOLD BOARD 1/2" TRESPA METEON PANEL

0'-21/4"

ALUM FACADE CORNER 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

1

EXT DOOR MTL FRAME

0

SCALE: 1 : 2 (Half Full Size)

7/8" MTL FURRING CHANNEL @ 24" OC 7/8" CORRUGATED MTL CLADDING

5.8" TYPE X GYPBD

IN 1/4" = 1'-0" M

0'-11/2"

18 GA MTL JAMB MEMBERS 16 GA MTL TRACK

PEEL & STICK WP MEMBRANE SCREW FIXING TO FURRING CHANNELS

18 GA MTL HEADER MEMBERS (SEE STRUCT DWGS )

R19 INSUALTION BOARD

1 1/2" PT WD NAILER CLIP ANCHOR

WEATHER BARRIER

SLIP RIVET TO CORRUGATED MTL CLADDING

SCREW FIXING

CAULKING

VENT & DRAINAGE MTL STRIP

0'-2"

0'- 1/4"

7/8" MTL FURRING CHANNEL

B

0'-31/4"

0'-5"

B

CAULKING

WEATHER BARRIER

24GA MTL FLASHING

0'-1"

0'-1/4"

0'-2"

HEAD FLASHING ABOVE

0'-2"

24 GA MTL JAMB FLASHING

R19 INSULATION BOARD ROOFING MEMBRANE TURNED-UP ON PARAPET WALL O/ 5/8" CEMENTITOUS BOARD

WEATHER BARRIER

EXT DOOR JAMB FLASHING 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

J-CHANNEL BY TRESPA

16 GA MTL TRACK

PROFILED FOAM SEAL 7/8" CORRUGATED MTL CLADDING

7

MTL RAIL BY TRESPA

18 GA MTL FRAMING

PT WD NAILER

6

EXT DOOR HEAD FLASHING 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

5

PARAPET FLASHING 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

5/8" DENS-GLASS GOLD BOARD

7/8" MTL CORRUGATED CLADDING

EXT DOOR MTL FRAME

0'-1/4"

1/2" TRESPA METEON WALL PANEL

MTL ADJUSTABLE BRACKET

BY TRESPA

7/8" MTL FURRING CHANNEL @ 24" OC SEAL & ROD SELF-ADHESIVE INS TAPE

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

16 GA MTL CLIP @ 12" OC

16 GA MTL CLIP @ 12" OC

VENT STRIP MTL ANCHOR

5/8" TYPE X GYPBD

4''

PEEL & STICK WP MEMBRANE TO PROVIDE SEPARATION BETWEEN MTL AND TIMBER

0'-3"

WEATHER BARRIER MIN 8" SELF ADHESIVE INSUL TAPE. MIN 4" O/ MTL FLASHING

2''

PEEL & STICK W/ MEMBRANE

IN 1/4" = 1'-0" M

TAPERED PT WD NAILER

16 GA MTL TRACK 16 GA MTL TRACK

1''

24 GA GALV & PAINTED MTL FLASHING PT WD RIBS @ 24" OC

24 GA GALV & PAINTED MTL FLASHING PEEL & STICK WP MEMBRANE TO PROVIDE SEPARATION BETWEEN MTL AND TIMBER

SCREW FIXING TO MTL CHANNEL

PT WD NAILER

CONSULTANTS

ALUM FACADE JAMB

0'-1"

3

MTL ENCLOSURE STRIP

BY TRESPA

0'-1"

0'-2" MIN

W/P MEMBRANE O/ CURB

4''

0'-21/4"

4

ISSUE

18 GA MTL PARAPET FRAMING R19 INSULATION BOARD ROOFING MEMBRANE TURNED-UP ON PARAPET WALL O/ 5/8" CEMENTITOUS BOARD

PARAPET FLASHING 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

AUTOMATIC SLIDING DOOR

SLOPED

SLOPED

EXTERIOR PAVING (SEE CIVIL DWGS) CONTINOUS SEALANT ON FIBER BOARD MTL THRESHOLD /ADA COMPLIANT. SET IN MASTIC, FIXED W/ EXPANSION FLAT HEAD BOLTS

0'-1/4"

0'-

SLOPED

CONC SLAB

VINYL TILE FLOORING

0'-3/8"

INT VINYL TILES

FACE OF FOOTING

VESTIBULE CEALED CONC FLOORING MTL THRESHOLD /ADA COMPLIANT. SET IN MASTIC, FIXED W/ EXPANSION FLAT HEAD BOLTS

AUTOMATIC SLIDING DOOR

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

SKOKE TESTED AND FIRE RATED DOOR SHOE

MTL THRESHOLD /ADA COMPLIANT. SET IN MASTIC, FIXED W/ EXPANSION FLAT HEAD BOLTS

0'-33/8"

1/4"

0'-1/4"

A

AUTOMATIC SLIDING DOOR

CONTINOUS SEALANT ON FIBER BOARD

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

4x4x1/4" STL ANGLE SET IN CONCRETE

EXTERIOR PAVING (SEE CIVIL DWGS)

0'-1/4"

CONTINOUS SEALANT ON FIBER BOARD

0'-3/8"

FACE OF FOOTING

FACE OF FOOTING

LOADING DOCK CONC PLATFORM

SCALE:

6"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA

SEALED CONC SLAB

BLDG

A

SLOPED

214

ARCHITECTURAL 1/4" CHAMFER

STL ANGLE ANCHOR

CONC SLAB

EXTERIOR DETAILS

1/4" CHAMFER

REVIEWED BY: REVIEWED BY:

CONC SLAB

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

11

GARAGE DOOR THRESHOLD SCALE: 1 : 2 (Half Full Size)

0

1

1''

2''

4''

10

EXT DOOR THRESHOLD SCALE: 1 : 2 (Half Full Size)

0

2

1''

2''

4''

9

INT SLIDING DOOR THRESHOLD DETAIL SCALE: 1 : 2 (Half Full Size)

0

3

1''

2''

4''

8

0214-0003

EXT SLIDING DOOR THRESHOLD DETAIL SCALE: 1 : 2 (Half Full Size)

0

4

1''

2''

4''

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A5.5

SHEET

28

OF

51

1

2

DOOR SCHEDULE

3

ID

LOCATION

PLAN SYMBOL

FRONT VIEW SYMBOL

TEMPERED

TEMPERED

TEMPERED

3'-0"

7'-1"

0'-1"

N/A

NR

HARDWARE SET NO KEYSID...

NOTES

TENANT IMPROVEMENT

D1

11'-5"

7'-1"

0'-13/4"

ALUM

1/2" CL/TP

NR

SEE A7.1/3 FOR DETAILS

D2

11'-5"

7'-1"

0'-13/4"

ALUM

1/2" CL/TP

NR

SEE A7.1/3 FOR DETAILS

D3

12'-0"

12'-0"

0'-21/2"

SEC / STL

N/A

NR

RE-USE EXISTING DOOR

D4

3'-0"

7'-1"

0'-13/4"

MTL / INS/MF

N/A

NR

TEMPERED

0'-4"

TEMPERED

0'-4"

TEMPERED

7'-6 1/4" UNIT HEIGHT

TEMPERED

0'-2 1/4"

TEMPERED

3'-0 3/8"

7'-1" OPENING

7'-6 1/4" UNIT HEIGHT

0'-2 1/4"

TEMPERED

3'-0 3/8" TEMPERED

TEMPERED

THK

FIRE RAT...

C

3'-1 3/8"

0'-4" 3'-1 3/8"

C

TEMPERED

HT

GLZ

0'-4"

D

TEMPERED

W

MATERIAL

ALUM TRACK COVER

EXTRUDED ALUM PROFILE FRAME

TEMPERED

SIZE

4

H01

5'-0" OPENING 3'-2 1/2" SIDELIGHT

CONSULTANTS

5'-7"

3'-2 1/2" SIDELIGHT

EQ.

0'-2"

D1, D2 - ENTRY AUTOMATIC SLIDING DOORS SCALE: 1/2" =

1'-0"

0

1'-2"

0'-4"

EQ.

1'

2'

4'

2

G1 - VESTIBULE FIXED STOREFRONT SCALE: 1/2" =

1'-0"

0

1'

2'

4'

D5

3'-0"

7'-1"

0'-13/4"

MTL / INS/MF

N/A

NR

H01

TEMPERED GLASS VIEW PANELS

D6

6'-0"

7'-1"

0'-13/4"

WD/MC/MF

1/4" CL/TP

NR

H02

D7

2'-10"

7'-1"

0'-13/4"

WD/MC/MF

N/A

NR

H04

SEE A7.1/4 FOR DETAILS METAL FRAME

B

7'-1"

B

D8

2'-10"

7'-1"

0'-13/4"

WD / MC / MF

N/A

NR

H04

D9

2'-10"

7'-1"

0'-13/4"

WD / MC / MF

N/A

NR

H04

3'-0"

3'-10 1/2"

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

4'-1"

2'-4"

0'-10 1/2"

1'-6"

0'-2"

9'-0 7/8"

12'-0" UNIT FRAME

3

EQ.

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

S.STL 24 GA PLATES ON BOTH SIDES

6'-0"

4

ISSUE

D6 - WAREHOUSE DOOR SCALE: 1/2" =

1'-0"

0

1'

2'

D9

3'-0"

6'-0"

0'-2"

D10

3'-0"

7'-1"

0'-13/4"

---

---

---

N/A

NR

H03

---

---

4'

WD / MC / MF

RE-USE EXISTING DOOR DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING D11

3'-0"

7'-1"

0'-13/4"

WD / MC / MF

N/A

NR

H03

A/E CONTRACT:

RE-USE EXISTING DOOR

WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY: D12

3'-0"

7'-1"

0'-13/4"

WD / MC / MF

N/A

NR

H04

SCALE:

RE-USE EXISTING DOOR

1'

=

1'-0", 1/2"

=

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA A

BLDG

A

Dm

2'-6"

4'-10"

0'-1"

N/A

ARCHITECTURAL

PART OF RESTROOM PARTITION SET

NR

214

SCHEDULES REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

ABBREVIATIONS: WD - WOOD,

1

J. GOOD CDR

MTL - METAL, ALUM - ALUMINUM, MC - MINERAL CORE, INS - INSULATED, MF - METAL FRAME, STL - STEEL, SECT - SECTIONAL

DOOR SCHEDULE

TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

NOT TO SCALE

AJ Hunt

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A7.1

SHEET

29

OF

51

1'-0"

1

2

3

4

WALLS

W5

W6

EXTERIOR ENVELOPE VESTIBULE

INTERIOR FURRING VESTIBULE

B

EXTERIOR ENVELOPE W7

INTERIOR PARTITION W8

1.

2.

3.

4.

5.

6.

4" -18 GA STL STUDS @ 24 OC 5/8" DENS-GLASS GOLD BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER J-CHANNEL BY TRESPA FIXED BRACKED BY TRESPA TRESPA METEON PANEL

1.

2.

3.

4.

5.

6.

7.

8.

9.

1/2" VANEERED IMPACT PROTECTING BOARD TWO LAYERS OF 5/8" TYPE X GYPBD R19 BATT INSULATION 6" 18GA MTL STUDS @ 16" OC 5/8" DENS-GLASS GOLD BOARD DUPONT TYVEL WATER-RESISTIVE BARRIER J-CHANNEL BY TRESPA FIXED BRACKED BY TRESPA TRESPA METEON PANEL

1. 4" , 18 GA STL STUDS @ 24" OC 2. R11 BATT INSULATION 3. DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 4. TWO LAYERS OF 5/8" TYPE X GYPBD 5. 1/2" VANEERED IMPACT PROTECTING BOARD 8" STL Z GIRTS 8", 18 GA STL STUDS @ 24" OC R19 INSULATION BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 5. 7/8" FURRING CHANNEL 6. 7/8" CORRUGATED MTL PANEL CLADDING 7. 3/4" PLWD LINING 8 FT. HEIGHT ( IN WAREHOUSE ONLY)

0'-9 3/4"

0'-10 3/8"

0'-8"

0'-8 5/8"

2

ONE LAYER 5/8" TYPE X GYPBD R11 BATT INSULATION 6" - 18 GA, STL STUDS 16" OC ONE LAYER 5/8" TYPE X GYPBD

ROOF MAIN BUILDING

N/A

CONSTRUCTION

COMFORM TO:

1

1. PVC ROOFING SYSTEM 2. TAPERED RIGID INSULATION 3" MIN. MECHANICALLY ATTACHED TO MTL DECK 3. 1 1/2" MTL DECKING 4. 10" - STL ROOF RAFTERS 5. 8" BATT INSULATION O/ VAPOR BARRIER 5. 5/8" TYPE X GYPBD

1.

2.

3.

4.

5.

FIRE RATING

PLAN DETAILS

2 3 N/A

4

C

5 6 1

PVC ROOFING SYSTEM R30 RIGID INSULATION 1 1/2" MTL DECKING 8" - STL PURLINS STL FRAME

2 3

N/A

4

6

5

5

0'-9 1/4"

1

2

3

N/A

1

FLOORS

7

5

4

6

RETAIL SPACE

2 F1

N/A

6

3 4

4 3

2

6

5

VESTIBULE, SOCIAL ROOMS

1

7

1

1. CERAMIC FLOOR TILES (SEE PLANS) 2. 6" CONC SLAB ON GRADE ( SEE STRUCTURAL DWGS) 3. 10 MIL. PLASTIC VAPOR BARRIER 4. 4" SAND 5. 6" AGGREGATE ROCK BUILDING PAD

8 RETAIL F3

N/A 5

3

1 2 N/A 3 4

1

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

2 N/A 3 4 5

2

4

CONSULTANTS

5

N/A

9

1. ARMSTRONG EXCELON 12" X 12" VINYL TILES 2. 6" CONC SLAB ON GRADE ( SEE STRUCTURAL DWGS) 3. 10 MIL. PLASTIC VAPOR BARRIER 4. 4" SAND 5. 6" AGGREGATE ROCK BUILDING PAD

5

F2

1. INTERFACE ENTROPY CARPET 12" X 12" TILES 2. 6" CONC SLAB ON GRADE ( SEE STRUCTURAL DWGS) 3. 10 MIL. PLASTIC VAPOR BARRIER 4. 4" SAND 5. 6" AGGREGATE ROCK BUILDING PAD

1 2

B

N/A 3 4 5

1.

2.

3.

4.

1.

2.

3.

4.

ROOF VESTIBULE

7

6

5

R2

0'-7 3/8"

W4

ONE LAYER OF 5/8" TYPE X GYPBD 8 " STL Z GIRT (PER STRUCTURAL DWGS) 8" - 18 GA STL STUDS @ 24" OC R19 INSULATION BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 6. TWO LAYERS OF 5/8" TYPE X GYPBD 7. 1/2" VANEERED IMPACT PROTECTING BOARD

LOCATION

N/A

3

0'-4 5/8"

EXTERIOR ENVELOPE

1.

2.

3.

4.

5.

3

1

0'-9 7/8"

W3

INTERIOR PARTITION VESTIBULE

ONE LAYER OF 5/8" TYPE X GYPBD 8 " STL Z GIRT (PER STRUCTURAL DWGS) 8" - 18 GA STL STUDS @ 24" OC 7/8" STL FURRING CHANNEL R19 INSULATION BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 7. 7/8" CORRUGATED MTL PANEL

2

4

0'-8 5/8"

W2

1.

2.

3.

4.

5.

6.

ID

R1

0'-5 7/8"

EXTERIOR ENVELOPE

1

COMFORM TO:

0'-4"

C

ONE LAYER OF 5/8" TYPE X GYPBD 8 " STL Z GIRT 8" - 18 GA, STL STUDS @ 24" OC 7/8" STL FURRING CHANNEL R19 INSULATION BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 7. 7/8" CORRUGATED MTL PANEL CLADDING

7

WAREHOUSE

1 F4

2

0'-8"

W1

1.

2.

3.

4.

5.

6.

FIRE RATING

PLAN DETAILS

0'-9 3/4"

EXTERIOR ENVELOPE

CONSTRUCTION

0'-5 1/4"

LOCATION

N/A

1

2

6

4

3

5

1. ANTI-SLIP CONC SEALANT PAINT 2. 6" CONC SLAB ON GRADE ( SEE STRUCTURAL DWGS) 3. 10 MIL. PLASTIC VAPOR BARRIER 4. 4" SAND 5. 6" AGGREGATE ROCK BUILDING PAD

1 2

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562

N/A 3 4 5

ISSUE

3

0'-7 1/4"

ID

ROOFS AND CEILINGS

N/A

4

W9

FACILITIES ENGINEERING 1.

2.

3.

4.

ONE LAYER 5/8" TYPE X GYPBD R11 BATT INSULATION 3 5/8" - 18 GA, STL STUDS 16" OC ONE LAYER 5/8" TYPE X GYPBD

1

2

3

A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

N/A 0'-4 7/8"

INTERIOR PARTITION

4

INTERIOR FURRING 1 W10

0'-4 5/8"

W11

1.

2.

3.

4.

5.

ROOFING MEMBRANE 5/8" CEMENTITOUS BOARD 6" - 18 GA, STL STUDS 24" OC R19 RIGID INSULATION BOARD DUPONT TYVEK WATER-RESISTIVE BARRIER FOR OPEN STUDS 6. 7/8" FURRING CHANNEL 7. 7/8" CORRUGATED MTL PANEL

3/4"

=

1'-0"

SHEET TITLE

N/A

214 EXCHANGE

2

FACILITIES ENGINEERING 1 3

6

BLDG

N/A

4

CALIFORNIA

PETALUMA

2

A 0'-8 0'-13/8" 3/8"

A

SCALE:

1. 3 5/8" - 18 GA, STL STUDS 16" OC 2. ONE LAYER 5/8" TYPE X GYPBD

ROOF PARAPET WALL

DESCRIPTION

DATE

MARK

ARCHITECTURAL PARTITION SCHEDULE

7

5

214

REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

1

PARTITION SCHEDULE SCALE: 3/4" =

0214-0003

1'-0"

0

1

2

3

4

1'

2'

3'

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A7.2

SHEET

30

OF

51

1

2

3

4 1

1

6

#12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING

6

STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS C FROM SPREADING APART.

C 0'-8" MAX.

CEILING TILE CROSS TEE BAR

SHADOW PERIMETER MTL MOLDING

3/8" MAX.

CONSULTANTS

1

CEILING SEISMIC PERIMETER 0

SCALE: 1 : 2 (Half Full Size)

1''

2''

4''

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

B

B

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562 ISSUE

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY: SCALE:

6"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA A

BLDG

A

214

ARCHITECTURAL INTERIOR DETAILS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A8.1

SHEET

31

OF

51

2

3

2'-2"

1

4

16

C

16

C

16

8'-0"

8

11

11

11

1'-0"

4'-10"

12

4'-10"

4'-10"

12

8'-0"

12

8'-0"

12

11

11 1

10

1

2'-9"

CONSULTANTS

1'-0"

1'-4 1/2"

2'-9" 1'-7"

1'-4 1/2"

1'-0"

1'-0"

1'-4 1/2"

17

3'-2"

3

ACCESSIBLE TOILET INTERIOR ELEVATION SCALE: 3/4" =

1'-0"

0

1'

2'

10

17

2'-9"

3'-4" MAX

4'-0"

1

ACCESSIBLE TOILET INTERIOR ELEVATION

2

3'

SCALE: 3/4" =

1'-6"

4'-6"

1'-0"

0

1'

2'

1

3'

ACCESSIBLE TOILET INTERIOR ELEVATION SCALE: 3/4" =

3'-0"

1'-0"

0

3'-0"

1'

2'

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

3'

4'-6" B

B

16 12 16

3'-0"

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562 ISSUE

8'-0"

4'-10"

8'-0"

7

0'-8"

3

8'-0"

MIRROR

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING 17

1

17

A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY:

2'-10"

2'-6"

9

1'-0"

9

SCALE:

1'-10"

2'-6"

2'-6"

1'-8"

3'-0"

3'-0 3/8"

5

1'-0"

1'-0"

214 EXCHANGE

RESTROOM INTERIOR ELEVATION SCALE: 3/4" =

=

SHEET TITLE

3'-0"

8'-6"

A

3/4"

0

1'

2'

3'

4

FACILITIES ENGINEERING

RESTROOM INTERIOR ELEVATION SCALE: 3/4" =

1'-0"

0

1'

2'

CALIFORNIA

PETALUMA

3'

BLDG

A

214

ARCHITECTURAL INTERIOR ELEVATIONS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO 1

2

3

4

A9.1

SHEET

33

OF

51

2

1'-9"

1'-9"

1'-9"

1'-9"

0'-4 1/8"

16

2'-6"

C

4'-0"

4'-0"

1'-4 1/8" 2'-0"

16 GFCI

GFCI

0'-4"

1'-0"

2'-6"

0'-4"

0'-8"

GFCI

4'-10"

7

4

8'-0"

18

1'-9" 3'-0 5/8"

2

3'-6"

1'-9"

1'-9"

1'-9"

0'-4 1/8"

10'-10 1/8"

BREAK ROOM INTERIOR ELEVATION SCALE: 3/4" =

1'-0"

0

1'

C

2'

3'

1

CONSULTANTS

1'-5"

1'-9"

0'-8"

1'-9"

8'-0"

1

1. WALL-MOUNTED FLUSHOMETER VALVE TOILET. SHALL BE MADE OF VITREOUS CHINA (WHITE). MEETS DEFINITION FOR HIGH EFFICIENCY TOILET (HET) - HIGH EFFICIENCY 3 4 4,8Lpf/1,28gpf. SURFACE INHIBITS THE GROWTH OF STAIN AND ODOR-CAUSING BACTERIA, MOLD AND MILDEW ON THE SURFACE. POWERFUL DIRECT-FED SIPHON JET ACTION. FULLY GLAZD 2 1/8" TRAPWAY. 10"x12" WATER SURFACE AREA. EQUIPPED WITH CONDENSATION CHANNEL, 1 1/2" INLET SPUD. 14 1/2" RIM HEIGHT MAX (ADA) 2. WASHOUT URINAL SHALL BE MADE OF VITREOUS CHINA (WHITE) WITH A 3/4" TOP SPOUD. SHALL HAVE 14" EXTENDED RIM AND INCLUDE A REMOVABLE BEEHIVE STRAINER, INLET AND OUTLED SPUD, AND HANGERS. URINAL SHALL USE 0.5 gpf TO 1 gpf. URINAL'S RIM IS TO BE MOUNTED NO HIGHER THAN 17" (ADA).

3. SELF-RIMMING COUNTERTOP LAVATORY. SHALL BE MADE OF VITREOUS CHINA (WHITE).

SHALL BE 23" IN LENGHT AND 18 3/16" IN WIDTH. LAVATORY SHALL HAVE 8" OR 4" CENTERS 16 DRILLING OR SINGLE HOLE DRILLING. SHALL BE WITH OVERFLOW. MOUNTING RIM HEIGHT 34" MAX (ADA). SHALL CONFORM WITH ADA RECOMMENDED COUNTERTOP INSTALLATION AND CLEARENCES. 4. KITCHEN, STAINLESS STEEL, DOUBLE-BASIN, COUNTERTOP SINK. SINK SHALL BE MADE OF TYPE-304, 23-GAUGE STAINLESS STEEL. SELF RIMMING, 6" BASIN DEPTH, 3 5/8" DRAIN OPENINGS. SATIN DECK FINISH AND LUSTER BASIN FINISH. SINK SHALL HAVE SOUNDDEADENING LINING TO REDUCE NOICES AND VIBRATION. SINK SHALL BE 33" LONG, 22" WIDE AND 6" DEEP. SINK SHALL BE ADA ADAPTABLE WHEN INSTALLED ON COUNTERTOP IN ACCORDANCE WITH ADA REQUIREMENT. 5. JANITORY 12UTILITY SINK. SINK SHALL BE MADE OF TYPE-304 16-GAUGE STAINLESS STEEL. SHALL HAVE SATIN FINISH. SHALL BE EQUIPPED WITH STAINLESS STEEL LEGS. HIGH BACK 2 BE 22 1/4" LONG, 24 1/2" WIDE AND 28" HIGH (RIM). HOT AND COLD WATER SPLASH. SHALL LINES ARE TO BE PROVIDED. 6. DRINKING FOUNTAIN WITH COOLER. STAINLESS STEEL FINISH. CONTRACTOR IS TO PROVIDE SPECIFICATION FOR ARCHITECT/OWNER APPROVAL. 9 7. ARTIFICIAL STONE COUTERTOP. CONTRACTOR IS TO PROVIDE SPECIFICATION AND SAMPLES OF FINISH FOR ARCHITECT/OWNER APPROVAL. 8. SURFACE-MOUNTED TOILET SEAT-COVER DISPENCER SHALL BE MADE OF TYPE-304 22GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION. EXPOSED SURFACES SHALL HAVE SATIN FINISH. DISPENCER SHALL HAVE A CONCEALED OPENING IN BOTTOM FOR FILLING. CAPACITY SHALL BE 250 PAPER TOILET SEAT COVERS MIN. TOP OF DISPENCER OPENING SHALL BE MOUNTED 3-4" MAX OFF THE FINISH FLOOR (ADA). DISPENCER SHALL 17 1 BE 15 3/4" IN WIDTH, 11" IN HEIGHT AND 2" IN DEPTH. 9. SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE SHALL BE CONSTRUCTED ENTIRELY OT TYPE-304 STAINLESS STEEL. EXPOSED SURFACES SHALL HAVE SATIN-FINISH. FLANGE SHALL BE DRAWN, ONE-PIECE SEAMLESS BEVELED CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH FULL-LENGHT STAINLESS STEEL PIANO-HINGE AND BE EQUIPPED WITH CONCEALED TUBLER LOCK. ROUNDED TOWEL TRAY SHALL HAVE A HEMMED OPENING TO DISPENSE PAPER TOWEL WITHOUT TEARING. UNIT SHALL DISPENSE EITHER 600 C-FOLD OR 800 MULTIFOLD TOWELS. REMOVABLE STAINLESS STEEL WASTE RECEPTACLE SHALL BE SECURED TO CABINET BY TUMBLER LOCK; TOP AND BOTTOM EDGES SHALL BE HEMMED FOR SAFE HANDLING. MIN CAPACITY 12-GAL. UNIT SHALL BE17 7/16 IN WIDTH, 56 1/4" IN HEIGHT AND 8 3/16 IN DEPTH ( 3'-0" 3'-0 3/8" 2'-9 3/8" WASTE BASKET AREA), SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. 10. SURFACE -MOUNTED MULTI-ROLL TOILET TISSUE DISPENCER SHALL BE TYPE-304 18 GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION, INCLUDING DISPENCING MECHANISM, INNER HOUSING AND CAM; EXPOSED SURFACES SHALL HAVE SATIN FINISH. FRONT OF TOILET TISSUE DISPENSER DOOR SHALL BE DRAWN, ONE-PIECE, SEAMLESS CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH TWO RIVETS AND EQUIPPED WITH A TUMBLER LOCK. UNIT SHALL DISPESE TWO STANDARD-CORE TOILET TISSUE ROLLS 0 1' 2' 3' SCALE: 3/4" = 1'-0" UP TO 5 1/4" DIAMETER. EXTRA ROLL SHALL AUTOMATICALLY DROP IN PLACE WHEN BOTTOM ROLL IS DEPLETED. UNIT SHALL BE EQUIPPED WUTH TWO THEFT-RESISTANT, HEAVY-DUTY, ONE-PIECE, MOLDED ABS SPINDLES. MANUFACTURER'S SERVICE AND PART MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER/MANAGER UPON REQUEST. uNIT SHALL BE 6 1/16" IN WIDTH, 11" IN HEIGHT AND 5 15/16"IN DEPTH. SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENTS. 11. STAINLESS STEEL GRAB BARS, 36" IN LENGHT (BEHIND OF TOILET) AND 42" (ON SIDE OF 1. WALL-MOUNTED FLUSHOMETER VALVE TOILET. SHALL BE MADE OF VITREOUS CHINA TOILET), 1 1/2" DIAMETER, WITH SNAP FLANGE COVER. GRAB BAR AND CONCEALED (WHITE). MEETS DEFINITION FOR HIGH EFFICIENCY TOILET (HET) - HIGH EFFICIENCY MOUNTING PLATES SHALL BE MADE OF TYPE-304 STAINLESS STEEL WITH SATIN FINISH. 4,8Lpf/1,28gpf. SURFACE INHIBITS THE GROWTH OF STAIN AND ODOR-CAUSING BACTERIA, GRAB BAR SHALL HAVE WALL THICKNESS OF 18 GAUGE AND OUTSIDE DIAMETER OF 1 1/2".

MOLD AND MILDEW ON THE SURFACE. POWERFUL DIRECT-FED SIPHON JET ACTION. FULLY DISTANCE FROM INSIDE OF GRAB BAR TO FINISHED WALL SHALL BE 1 1/2". FLANGES SHALL GLAZD 2 1/8" TRAPWAY. 10"x12" WATER SURFACE AREA. EQUIPPED WITH CONDENSATION BE 1/8" THICK STAINLESS STEEL PLATE, 2"x3 1/8" IN DIAMETER, AND EACH SHALL HAVE TWO CHANNEL, 1 1/2" INLET SPUD. 14 1/2" RIM HEIGHT MAX (ADA) SCREW HOLES. FLANGE COVERS SHALL BE 11-GAUGE AND SHALL SNAP OVER MOUNTING 2. WASHOUT URINAL SHALL BE MADE OF VITREOUS CHINA (WHITE) WITH A 3/4" TOP SPOUD. FLANGES TO CONCEAL MOUNTING SCREWS. GRAB BAR SHALL HAVE 90 DEGREES RETURN SHALL HAVE 14" EXTENDED RIM AND INCLUDE A REMOVABLE BEEHIVE STRAINER, INLET TO FLANGE. ENDS OF GRAB BAR SHALL PASS THROUGH FLANGE AND BE HELIARC WELDED AND OUTLED SPUD, AND HANGERS. URINAL SHALL USE 0.5 gpf TO 1 gpf. URINAL'S RIM IS TO TO FORM ONE STRUCTURAL UNIT. GRAB BARS ARE TO BE MOUNTED IN ACCORDANCE BE MOUNTED NO HIGHER THAN 17" (ADA).

WITH ADA REQUIREMENT. FOR WALL RENFORCEMENT TO SUPPORT GRAB BARS SEE 3. SELF-RIMMING COUNTERTOP LAVATORY. SHALL BE MADE OF VITREOUS CHINA (WHITE).

STRUCTURAL DRAWINGS. SHALL BE 23" IN LENGHT AND 18 3/16" IN WIDTH. LAVATORY SHALL HAVE 8" OR 4" CENTERS 12. LAMINATED PLASTIC TOILET PARTITIONS AND URINAL SCREENS. SHALL BE FLOORDRILLING OR SINGLE HOLE DRILLING. SHALL BE WITH OVERFLOW. MOUNTING RIM HEIGHT ANCHORED/WALL-ANCHORED TYPE. STEEL-CORE REINFORCED STILES. DURABLE PLASTIC 34" MAX (ADA). SHALL CONFORM WITH ADA RECOMMENDED COUNTERTOP INSTALLATION LAMINATED SURFACES. INDUSTRIAL GRADE PARTICLE BOARD. CONCEALED HEAVY-DUTY AND CLEARENCES. HARDWARE. RESIST SCRATCHING, GOUGING, DENTS AND IMPACTS IN HEAVY TRAFFIC 4. KITCHEN, STAINLESS STEEL, DOUBLE-BASIN, COUNTERTOP SINK. SINK SHALL BE MADE OF RETAIL WASHROOMS. EASY REMOVAL OF PAINT AND MARKER INK; GRAFFITI CLEANS TYPE-304, 23-GAUGE STAINLESS STEEL. SELF RIMMING, 6" BASIN DEPTH, 3 5/8" DRAIN WITHOUT GHOSTING. CORROSION-RESISTANT STRUCTURE. OPENINGS. SATIN DECK FINISH AND LUSTER BASIN FINISH. SINK SHALL HAVE SOUND13. ATM MACHINE (TENNANT IMPROVEMENT ITEM). POWER AND DATA CONNECTION IS TO BE DEADENING LINING TO REDUCE NOICES AND VIBRATION. SINK SHALL BE 33" LONG, 22" PROVIDED. WIDE AND 6" DEEP. SINK SHALL BE ADA ADAPTABLE WHEN INSTALLED ON COUNTERTOP IN 14. 1/2" TH PREFINISHED,IMPACT RESINTANT PLWD WALL LINING. UP TO 48" IN HEIGH. ACCORDANCE WITH ADA REQUIREMENT. 15. SHOPPING CARRIAGES RAILING. TYPE-304 STAINLESS STEEL, 2 1/4" DIAMETER TUBES. 5. JANITORY UTILITY SINK. SINK SHALL BE MADE OF TYPE-304 16-GAUGE STAINLESS STEEL. FLOOR ANCHORED DESIGN. CONTRACTOR IS TO PROVIDE LAYOUT AND SPECIFICATION SHALL HAVE SATIN FINISH. SHALL BE EQUIPPED WITH STAINLESS STEEL LEGS. HIGH BACK FOR ARCHITECT/OWNER APPROVAL. SPLASH. SHALL BE 22 1/4" LONG, 24 1/2" WIDE AND 28" HIGH (RIM). HOT AND COLD WATER 16. WASHABLE SEMI-GLOSS PAINT. COLOR OFF-WHITE. CONTRACTOR IS TO PROVIDE LINES ARE TO BE PROVIDED. SPECIFICATION AND PROPOSED COLOR SAMPLE FOR ARCHITECT/OWNER APPROVAL. 6. DRINKING FOUNTAIN WITH COOLER. STAINLESS STEEL FINISH. CONTRACTOR IS TO 17. 6"x6" WALL CERAMIC TILES. COMMERCIAL/ HIGH IMPACT AREAS GRADE. COLOR PROVIDE SPECIFICATION FOR ARCHITECT/OWNER APPROVAL. WHITE.24"x24" CERAMIC FLOOR TILES. COMMERCIAL/HIGH IMPACT AREAS GRADE. ANTI7. ARTIFICIAL STONE COUTERTOP. CONTRACTOR IS TO PROVIDE SPECIFICATION AND SLIPPERY FINISH. COLOR WHITE. 4" CERAMIC TILE BASE.CONTRACTOR IS TO PROVIDE SAMPLES OF FINISH FOR ARCHITECT/OWNER APPROVAL. SPECIFICATION AND SAMPLES FOR ARCHITECT/OWNER APPROVAL. 8. SURFACE-MOUNTED TOILET SEAT-COVER DISPENCER SHALL BE MADE OF TYPE-304 2218. TWO-DOORS REFRIGERATOR WITH ICE AND WATER DISPENSER (TENANT IMPROVEMENT GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION. EXPOSED SURFACES SHALL ITEM) HAVE SATIN FINISH. DISPENCER SHALL HAVE A CONCEALED OPENING IN BOTTOM FOR 19. 3/4"THICK MELAMINE SHELVING WITH STEEL WALL BRACKET SUPPORT. CONTRACTOR IS FILLING. CAPACITY SHALL BE 250 PAPER TOILET SEAT COVERS MIN. TOP OF DISPENCER TO PROVIDE LAYOUT FOR ARCHITECT/OWNER APPROVAL. OPENING SHALL BE MOUNTED 3-4" MAX OFF THE FINISH FLOOR (ADA). DISPENCER SHALL BE 15 3/4" IN WIDTH, 11" IN HEIGHT AND 2" IN DEPTH. 9. SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE SHALL BE CONSTRUCTED ENTIRELY OT TYPE-304 STAINLESS STEEL. EXPOSED SURFACES SHALL HAVE SATIN-FINISH. FLANGE SHALL BE DRAWN, ONE-PIECE SEAMLESS BEVELED CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH FULL-LENGHT STAINLESS STEEL PIANO-HINGE AND BE EQUIPPED WITH CONCEALED TUBLER LOCK. ROUNDED TOWEL TRAY SHALL HAVE A HEMMED OPENING TO DISPENSE PAPER TOWEL WITHOUT TEARING. UNIT SHALL DISPENSE EITHER 600 C-FOLD OR 800 MULTIFOLD TOWELS. REMOVABLE STAINLESS STEEL WASTE RECEPTACLE SHALL BE SECURED TO CABINET BY TUMBLER LOCK; TOP AND BOTTOM EDGES SHALL BE HEMMED FOR SAFE HANDLING. MIN CAPACITY 12-GAL. UNIT SHALL BE17 7/16 IN WIDTH, 56 1/4" IN HEIGHT AND 8 3/16 IN DEPTH ( WASTE BASKET AREA), SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. 10. SURFACE -MOUNTED MULTI-ROLL TOILET TISSUE DISPENCER SHALL BE TYPE-304 18 GAUGE STAINLESS STEEL WITH ALL-WELDED CONSTRUCTION, INCLUDING DISPENCING MECHANISM, INNER HOUSING AND CAM; EXPOSED SURFACES SHALL HAVE SATIN FINISH. FRONT OF TOILET TISSUE DISPENSER DOOR SHALL BE DRAWN, ONE-PIECE, SEAMLESS CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH TWO RIVETS AND EQUIPPED WITH A TUMBLER LOCK. UNIT SHALL DISPESE TWO STANDARD-CORE TOILET TISSUE ROLLS UP TO 5 1/4" DIAMETER. EXTRA ROLL SHALL AUTOMATICALLY DROP IN PLACE WHEN BOTTOM ROLL IS DEPLETED. UNIT SHALL BE EQUIPPED WUTH TWO THEFT-RESISTANT, HEAVY-DUTY, ONE-PIECE, MOLDED ABS SPINDLES. MANUFACTURER'S SERVICE AND PART MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER/MANAGER UPON REQUEST. uNIT SHALL BE 6 1/16" IN WIDTH, 11" IN HEIGHT AND 5 15/16"IN DEPTH. SHALL BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENTS. 11. STAINLESS STEEL GRAB BARS, 36" IN LENGHT (BEHIND OF TOILET) AND 42" (ON SIDE OF TOILET), 1 1/2" DIAMETER, WITH SNAP FLANGE COVER. GRAB BAR AND CONCEALED MOUNTING PLATES SHALL BE MADE OF TYPE-304 STAINLESS STEEL WITH SATIN FINISH. GRAB BAR SHALL HAVE WALL THICKNESS OF 18 GAUGE AND OUTSIDE DIAMETER OF 1 1/2".

DISTANCE FROM INSIDE OF GRAB BAR TO FINISHED WALL SHALL BE 1 1/2". FLANGES SHALL BE 1/8" THICK STAINLESS STEEL PLATE, 2"x3 1/8" IN DIAMETER, AND EACH SHALL HAVE TWO SCREW HOLES. FLANGE COVERS SHALL BE 11-GAUGE AND SHALL SNAP OVER MOUNTING FLANGES TO CONCEAL MOUNTING SCREWS. GRAB BAR SHALL HAVE 90 DEGREES RETURN 3 PASS THROUGH FLANGE AND BE HELIARC WELDED 4 TO FLANGE. ENDS OF GRAB BAR SHALL TO FORM ONE STRUCTURAL UNIT. GRAB BARS ARE TO BE MOUNTED IN ACCORDANCE WITH ADA REQUIREMENT. FOR WALL RENFORCEMENT TO SUPPORT GRAB BARS SEE STRUCTURAL DRAWINGS.

U.S. COAST GUARD ENGINEERING DIVISION PETALUMA

RESTROOM INTERIOR ELEVATION

LEGEND:

B

A

1

2

B

CG TRAINING CENTER 599 TOMALES RD PETALUMA, CA, 94562 ISSUE

DESCRIPTION

DATE

MARK

FACILITIES ENGINEERING A/E CONTRACT: WONUM: 625465 CAD DWG FILE: 214-EXCHANGE-20100823.pln MP DESIGNED BY: MP DRAWN BY: MP EDITED BY: AJH CHECKED BY: SCALE:

3/4"

=

1'-0", 3/8"

=

1'-0"

SHEET TITLE

214 EXCHANGE FACILITIES ENGINEERING CALIFORNIA

PETALUMA BLDG

A

214

ARCHITECTURAL INTERIOR ELEVATIONS REVIEWED BY: REVIEWED BY:

M Walton

REVIEWED BY:

T. vanWinden

PROJECT ENG. BRANCH CHIEF

J. GOOD CDR

AJ Hunt TECH. DIRECTOR

8/20/2010

APPROVING OFFICER PROJECT NUMBER

0214-0003

DATE DRAWING NUMBER

10-3-108

DISCIPLINE/SHT NO

A9.2

SHEET

32

OF

51