Drwgs_Vol_3E_105shts_W912PL-12-R-0008.pdf

092900.A02C

092200.D01C

051200.A03

053000.A01

092200.D03C

092900.A01C

034500.A03

072200.R03

072200.P02

075423.H11 076000.H02

076000.Z01 079200.Q01

075423.H10

5078100.A01

078100.A01

072100.R31

078100.B01078100.B01

078100.B01

051200.A06

092900.C03C

3/4"

4 3/8"

3/4" CAP 2 1/4" 5 1/4" 1" 3"

084423.A01084423.A01

051200.E03

BK

OP

051200.A03

053000.A01

072200.R03 072200.P02

075423.H11 076000.H02

076000.Z01 079200.Q01

075423.H10

033100.A05

072100.R31

078100.B01

051200.E01

074213.A03

7" 5"

054000.D03C 12

075423.A01

4"

051200.E03 033100.A08

096723.A01

079200.Q02

COLUMN BEYOND

BK

OP

H

+61' - 4"

FIN SOFFIT

1/

2"

5" 1" 3"

051200.B03

051200.E01

092900.C03C

092900.A02C092900.A02C

054000.D06C054000.D06C

092900.B02C 072713.A01 092423.A11 092423.A01

084423.A01 079200.Q02 088100.A21

H

054000.D06C

089100.A01 034500.A03

054000.D03C

074213.A03

COLUMN BEYOND

8"

072100.R31

051200.E03

BK

OP

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

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IN

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AR

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EN

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AR

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Y

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AM

EN

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AL

IF

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IA

FO

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IR

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IN

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AL

IF

O

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IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

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W

IN

H O

S P

IT

AL

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EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE537

ST

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AI

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Au tho r

De sig ne r

PA

W

H-

AE

1 1/2" = 1'-0"

SECTION DETAIL @ STAIR 3 (STAIR SIDE)3 1 1/2" = 1'-0"

SECTION DETAIL @ STAIR 3

(MECHANICAL SIDE)4

MATERIAL NOTES

078100.A01 SPRAY-APPLIED FIREPROOFING

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084423.A01 GLAZED STEEL CURTAIN WALL

088100.A21 INSULATING-FIRE-PROTECTION-R

ATED GLASS UNIT

089100.A01 EXTRUDED ALUMINUM WALL

LOUVER

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092423.A01 STUCCO

092423.A11 SELF FURRING DIAMOND MESH

LATH

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE RESISTANT

5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.B02C GYPSUM BOARD, GLASS MAT

FACED, FIRE RESISTANT 5/8"

092900.C03C GYPSUM BOARD, SHAFTWALL

LINER PANEL 1"

096723.A01 RESINOUS FLOORING

MATERIAL NOTES

033100.A05 CONCRETE FLOOR

033100.A08 CONCRETE CURB

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A03 STEEL TUBE BEAM

051200.A06 STEEL TUBE

051200.B03 STEEL TUBE COLUMN

051200.E01 STEEL ANGLE

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R03 TAPERED ROOF INSULATION

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A03 WALL LINER PANEL

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL FLASHING

075423.H11 THERMOPLASTIC BASE FLASHING

076000.H02 COUNTERFLASHING

076000.Z01 TERMINATION BAR

30"20"10"2"0

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

2"

1 2HR INTUMESCENT SPRAY COATING ON ALL

BEAMS AND COLUMNS IN STAIR.

2 6"x 6" SLOPING TUBE STEEL COLUMN

SHOWN BEYOND STAIR ENCLOSURE WALL

3 EDGE OF PRECAST FASCIA PANEL, BEYOND

4 BEAM ALONG GRID L8 BEYOND

5 TS 12" X 6" BEAM @ WDW. BEYOND

6 3" SPRAY-APPLIED INSULATION

7 SEE STRUCTURAL DRAWINGS.

8 STEEL BEAM, BEFOREHAND

9 TWO PLACE SPRINGLOADED REMOVEABLE

ASSEMBLY FOR RE - ROOFING

10 CONTINOUS

11 2 HR RATED

12 SPACE STUDS @ 32" O.C. VERTICALLY,

ATTACHING DIRECT TO BACK OF PRECAST

PANEL

13 HORIZONTAL PANEL SPACE @ 2'-0" CTR'S

VERTICALLY

14 SADDLE FLASHING OVER COPING OF

PERPENDICULAR PRECAST WALL PANEL

15 BOTTOM OF PRECAST SHAPE BEYOND

16 FLASHING @ FACIA WALL PANEL BEYOND

17 COPING AT FACIA WALL PANEL BEYOND

18 BENT PLATE FOR PRECAST ANCHOR 6

1/2"X4X1/2" LLV X 6" WIDE

19 1 #5 REINF HORIZONTAL (CONTINOUS) W/

1#5 VERT DOWL INTO CONCRETE @ 48" OC

20 SHIM PRECAST AS REQUIRED

21 8"x 6" STEEL TUBE SHOWN BETWEEN 6X6

SLOPED COLUMNS

22 CEILING SYSTEM. REFER TO CEILING PLANS

AND FINISH SCHEDULE

23 LINE OF CURTAIN WALL HEAD BEYOND.

HORIZONTAL MEMBERS SHALL ALIGN AT

BLDG CORNER

24 CEILING SYSTEM EDGE TRIM

25 STEEL BRACES TO STRUCTURE ABOVE

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 1/2" = 1'-0"

SLOPED CW @ PLASTER SOFFIT2 1 1/2" = 1'-0"

LOUVER @ PRECAST STAIR 3, LEVEL 41

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

5.7

3" 1' - 6"

2" 1"

1" 1'

- 6

3" 2"

10" 11" 2'

- 3

051200.B03 099646.A01

1'

- 0

079200.Q02

074213.A04C

051200.E01 051200.B03

079200.Q02

074213.M01

051200.B03

051200.B03

097813.A03

097813.A03 7 1/2"

8"

084423.A01

6.3 6.4

9"

2" 1'

- 1 1"

2"

2'

- 3

1/2

1' - 9" 2"

051200.B03 074213.A04C

051200.E01

051200.B03

051200.B03 099646.A01

084400.A01

1' - 0"

6"

074213.M01

7 7

1/2" 097813.A037

N

5.7

8 1 /4"

1'

- 4

1/ 4"

8"

051200.B03 078100.B01

084400.A01 1

079200.Q02

1/2

8" 092200.D03C

092900.A01C 092200.D06C 092900.A02C

092900.A02C

072116.R10

079200.Q02 092200.D02C

084423.A01

6.3

N.3

6.4

051200.B03

8" 5"

079500.C02 079200.Q02

079500.B01 092200.D03C

1 4

092900.A02C

3"

1' - 5"

9" 8"

092900.A02C

092200.D03C

078100.B01

034500.A03

072100.R31 072116.R10

2" 7"

7"

2 1/2"9"

N

5'

1/

2" F

R O

M C

L M

U

LL

IO

N

T O

G R

ID

'N

4'

4" T

O G

R

ID

'N

3"

1' - 8"

1"

092200.D03C

2 1/2" 4"

1"

084400.M11

084400.A01

2"

092200.D03C 092200.D02C

5.7

10" 11"

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

1/2" 3"

2'

- 3

051200.B03

051200.E01 074213.A04C

051200.B03051200.B03 051200.E01

079200.Q02079200.Q02

084400.A01

051200.B03

099646.A01

051200.B03

051200.E01

1' - 6"

8 9

1'

- 7

7"

074213.M01

P

3 3

2'

3"

097813.A03

097813.A03097813.A03

097813.A03 7

8"

1/2"

084423.A01

6.3 6.4

1' - 0" 9" 2"

2'

- 3

051200.B03

051200.B03

051200.B03

074213.A04C

051200.E01 051200.B03

079200.Q02

099646.A01 084400.A01

6"

2" 3"

SL

O P

IN

G

1'

- 7

074213.M01

P

1/2"

097813.A037

092200.D03C7

097813.A037

4.5

7" 2" 7"

078400.Q01 034500.A03

092900.B01C

092900.B01C

092200.D03C

072100.R31

078400.Q01 084423.A01

5.7

084400.A01

092900.A02C 092200.D03C

078400.Q01

092900.A02C

084423.A01

8"

092900.A01C 078400.Q01 092200.D03C

4"

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE538

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.B03 STEEL TUBE COLUMN

051200.E01 STEEL ANGLE

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

074213.M01 METAL TRIM

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

078400.Q01 FIRESTOPPING SEALANT

079200.Q02 BACKSTOP AND SEALANT

079500.B01 SEISMIC JOINT SYSTEM, WALL

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084400.M11 ALUMINUM CLOSURE TRIM

084423.A01 GLAZED STEEL CURTAIN WALL

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092200.D06C STEEL STUD 6"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

097813.A03 MODULAR PANEL WALL SYSTEM,

METAL FINISH

099646.A01 INTUMESCENT PAINT COATING

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 BACK OF CURTAINWALL

3 INSIDE CORNER FLASHING BY CURTAIN

WALL MANUFACTURER, SET IN

CONTINUOUS BEAD OF SEALANT

4 CURTAIN WALL CAP, SEE CURTAINWALL

ELEVATIONS FOR SIZES

6 CURTAIN WALL SILL EXTENSION CAP BY

CURTAIN WALL MFR

7 SLOPING

8 FACE OF ANGLE

9 FACE OF STEEL TUBE

10 VERTICAL TUBE

11 EDGE OF SLAB

14 USE HIDDEN RETURN FASTENER @

INTERSECTING WALL - SEE DETAIL

H-AE581

15 FLOOR EXPANSION ASSEMBLY

16 EDGE OF SLAB @ LEVEL 1 ONLY

17 WEATHER / WATER BARRIER BY EXP.JT.

MFR.

18 SHEET METAL ANGLE TO ATTACH GYP BD

19 ALUM TRIM PLATE PROVIDED BY EXP JT

MFR

20 OUTLINE OF BEAM ABOVE

21 EDGE TRIM BY PANEL MANUFACTURER

1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 2 & 37 1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 2 & 38

1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 11 1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 22

1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 15 1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 16

1 1/2" = 1'-0"

PLAN DETAIL, LEVEL 24 1 1/2" = 1'-0"

PLAN DETAIL STAIR 4, LEVEL 23

SY

M

D

ES

C R

IP

TI

O N

D

051200.A03

079200.Q02 11" 055013.E01

079200.Q01

051200.B03 099646.A01

074213.M01

084400.A01

092200.D06C 055013.E01

092200.D06C

074213.A04C

074213.A04C

1' - 7"2' - 3"

097813.A03

097813.A03097813.A03

097813.A03

097813.A03097813.A03

LEVEL 4

47' - 0"

6.3 6.4

9"

2'

- 9

6 1 /2"

079200.Q02

084400.A01

099646.A01

051200.A03

099646.A01

079200.Q02 1

H-AE504

072200.P02

072200.R03

075423.A01

1'

- 2

1' - 8" 1"

054000.D01

1' - 5" 3" 1"

EQ

EQ

097813.A03

074213.A04C

LEVEL 2

15' - 8"

074213.A04C 051200.A03051200.A03

099646.A01099646.A01

097813.A03

092200.D03C

2' - 3" 1' - 7"

LEVEL 1

0' - 0"

033100.B01

033100.V01

051200.B03

310000.B01

310000.B01

099646.A01

P

1' - 0"

051200.B03

074213.A04C

310000.C02 310000.A02

2"

SLOPE DN

079200.Q01

099646.A01

097813.A03

105°

2' - 3" 1' - 7"

M 5.7

9"

8"

092200.D03C 092900.A01C

084423.A01

084400.A01

N

4.5

9 1 /2"

8" 3 1/2"

2"

092900.A02C 072116.R20 092200.D03C 092200.D02C 092900.A01C

092200.D03C

079200.Q02

088100.A10

034500.A03 051200.B02

092200.D52C 072116.R20

088100.A10 078100.A01

092900.A02C 092200.D03C

N

6.1 N.3

5.7

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE539

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

033100.B01 CONCRETE SLAB

033100.V01 VAPOR BARRIER

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A03 STEEL TUBE BEAM

051200.B02 STEEL WIDE FLANGE COLUMN

051200.B03 STEEL TUBE COLUMN

054000.D01 STEEL STUD

055013.E01 STEEL ANGLE

072116.R20 SOUND ATTENUATION BATTS

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R03 TAPERED ROOF INSULATION

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

074213.M01 METAL TRIM

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084423.A01 GLAZED STEEL CURTAIN WALL

088100.A10 CLEAR INSULATING GLASS UNIT

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092200.D06C STEEL STUD 6"

092200.D52C STEEL STUD, "CH" SHAPE 2 1/2"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

097813.A03 MODULAR PANEL WALL SYSTEM,

METAL FINISH

099646.A01 INTUMESCENT PAINT COATING

310000.A02 FILL MATERIAL

310000.B01 FINISH GRADE

310000.C02 SAND CUSHION

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 BOTTOM OF METAL PANEL

2 BACK OF CURTAINWALL

3 CURTAINWALL EXTENSION

4 CURTAINWALL 7" CAP

5 INSIDE CORNER FLASHING BY CURTAIN

WALL MANUFACTURER, SET IN

CONTINUOUS BEAD OF SEALANT

6 2" SAND FILL

7 4" GRAVEL FILL

8 SILL PAN FLASHING SET IN CONTINUOUS

BEAD OF SEALANT. LAP SEAMS 6" MIN. SET

IN (2) ROWS OF SEALANT

9 HEAD TRIM WITH INTEGRATED WEEP BY

PANEL MANUFACTURER

10 SILL PAN TRIM BY PANEL MANUFACTURER

11 L-SHAPE EDGE FLASHING. COLOR TO

MATCH CURTAIN WALL.

12 FLOOR FINISH & BASE AS SCHEDULED

1 1/2" = 1'-0"

METAL WALL WINDOW2

1 1/2" = 1'-0"

SECTION DETAIL @ STAIR 4 FASCIA3

1 1/2" = 1'-0"

METAL WALL AT BEAM4

1 1/2" = 1'-0"

METAL WALL AT SLAB5

1 1/2" = 1'-0"

PLAN DETAIL ADJACENT STAIR 4, LEVEL 36 1 1/2" = 1'-0"

PLAN DETAIL1

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

1 1/2" = 1'-0"

STAFF CANOPY AT STAIR 47

6.3

N.3

6.4

051200.A03

079500.A01

076000.H01

076000.H01

076000.M04

TO PRECAST

33'-2"

TO PRECAST

32'-9"

084400.A01

079500.C02

1/2"

034500.A03

7"

N

4'

4" T

O G

R

ID

'N

5'

7" F

R O

M C

L M

U

LL

IO

N

T O

G R

ID

'N

9"

9"

2" 7"

051200.B03

078100.B01

6.3 6.4

077129.C02

079200.Q02

088100.A19

092200.D03C

092900.A02C

051200.A03

5"11"

051200.A03

5 1/4"

084400.A01

1/2

8"

8"1"

092200.D02C

079500.C02 051200.A02 078100.A01

033100.B01

9" 3" 8" 072200.R03

075423.A01 075423.H11

053000.A01

072200.P02

084400.H16

033100.A08

033100.J04

079200.Q01

5/8"

079200.Q02

4 1/2"

092200.D03C

1"

092200.D03C

079500.C02

075423.H10

TO CONC

32'-6"

LEVEL 3

SLOPE DN 061000.C12

076000.H01

BK

OP

6.3 6.4

3"9"8"

072200.R03 075423.A01 075423.H11

033100.A08 075423.A01

077129.C02

079200.Q02

088100.A19

033100.J04

053000.A01 033100.B01

051200.A02

053000.A01 033100.B01

092200.D03C 072116.R10

092900.A02C

079200.Q01

057500.M05

051200.B02 051200.A02

051200.B02 078100.A01078100.A01078100.A01078100.A01

5"11"

051200.A03

5 1/4"

084400.A019"

072200.P02

079500.C02 11

1/2

092200.D82

1' - 8"9"

SLOPE DN

LEVEL 3

TO CONC

32' - 6"

BK

OP

H

6.3 6.4

092900.A01C

051200.B03

1"

5'

- 5

084400.A01

9"

2 7

092200.D01C

092900.M04

1' - 4"

HORIZ TUBE

2 1 /2"

TO PRECAST

33'-2"

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE540

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

1 1/2" = 1'-0"

SEISMIC JOINT PLAN DETAIL1

1 1/2" = 1'-0"

SEISMIC JOINT SECTION DETAIL2 1 1/2" = 1'-0"

SEISMIC JOINT DETAIL @ LEVEL 33

1 COMBINE 2X6 WITH TWO 2X4'S

HORIZONTAL

2 CURTAIN WALL SILL EXTENSION CAP BY

CURTAIN WALL MFR

3 BEYOND

4 SCHEDULED BASE

5 SCHEDULED FLOORING

6 GUARDRAIL BEYOND

7 PRECAST CONCRETE WALL BELOW

8 SPACE @ 1'-9" CTR'S

9 INSULATED WATER BARRIER BY SJ MFR.

WATER BARRIER SLOPES FOR INTERNAL

SECONDARY DRAINAGE

10 TO HIGH POINT RIDGE OF ROOF BEYOND

11 2 HOUR RATED

12 STEEL TUBE BEYOND N.3 TO LEVEL 2

13 EDGE OF SLAB AT LEVEL 3 & FACE OF

CURTAIN WALL TUBE SUPPORT

14 EDGE OF SLAB

15 LOCATION OF VERT MULLION BELOW

16 FACE OF GYP BOARD WALL BELOW

17 ROF-TO-WALL SEISMIC EXPANSION JOINT

SYSTEM BELOW

18 CURTAIN WALL TUBE SUPPORT COLUMN

19 FIRE BARRIER SLOPES WITH EDGE OF

SLAB

20 CENTERLINE OF TUBE BEAM

21 METAL TRIM EXTRUSION TO MATCH

CURTAIN WALL BY CURTAIN WALL MFR

22 GYP BOARD CONTINUES BELOW CURTAIN

WALL SILL

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

30"20"10"2"0

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

2"

MATERIAL NOTES

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

079500.A01 EXPANSION JOINT, EXTERIOR

METAL FRAME AND COVER

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084400.H16 SILL FLASHING

084400.M12 MULLION

088100.A19 INSULATING-LAMINATED-ACOUS

TICAL GLASS UNIT

092200.D01C STEEL STUD 1 5/8"

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092200.D82 FURRING CHANNEL, RESILIENT

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.M04 CORNERBEAD

MATERIAL NOTES

033100.A08 CONCRETE CURB

033100.B01 CONCRETE SLAB

033100.J04 KEYED JOINT

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A02 STEEL WIDE FLANGE BEAM

051200.A03 STEEL TUBE BEAM

051200.B02 STEEL WIDE FLANGE COLUMN

051200.B03 STEEL TUBE COLUMN

053000.A01 STEEL DECK

055100.A01 STEEL STAIR

055200.R01 STEEL GUARDRAIL

057500.M05 COLUMN COVER

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

072116.R10 BLANKET INSULATION,

UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R03 TAPERED ROOF INSULATION

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL

FLASHING

075423.H11 THERMOPLASTIC BASE

FLASHING

076000.H01 METAL FLASHING

076000.M04 PARAPET COPING

077129.C02 ROOF-TO-WALL SEISMIC ROOF

EXPANSION JOINT SYSTEM

078100.A01 SPRAY-APPLIED FIREPROOFING

1 1/2" = 1'-0"

PLAN @ LEVEL 3 SEISMIC JOINT4

SY

M

D

ES

C R

IP

TI

O N

D

H.3

051200.B02

092900.A02C092900.A02C

079200.Q01079200.Q01

078100.A01

092200.D03C

092200.D74C

092900.C03C092900.A01C

092900.A01C

092200.D01C

033100.A04

1'

- 2

9"

1/

4"

9 3/4" 1' - 0 5/8"

H.3 051200.B01

078100.A01

8"

10 3/8" 8"

057500.M05

084400.A01

3/

4"

LEVEL 2

15' - 8"

072200.R03 072200.P02

084400.A01

053000.A01

072100.R31 034500.A03

092900.A01

092200.D03C

078100.A01 051200.A01

092423.A01

092900.B03

072713.A01 079200.Q02

078100.A01

075423.A01

092900.B03

079200.Q02

9 1/4" FIN.1"

8 1 /2"

45°

079200.Q02

072116.R10 051200.A05

TO

S

TE

EL

1'

- 1

1 1 /2"

076000.H02

BK

OP

075423.H10

H.3

034500.A03

1'

- 0

034500.A03

092200.D01C092200.D01C

092900.A01092900.A01

7" 7"

2"

051200.B01

078100.A01

092200.D03C 7"2"7"

H-AE521

SIM

H-AE521

3/4

3/4"

072100.R31

11 1/4"

1'

- 0

1/ 2"

LEVEL 2

15' - 8"

084400.A01

053000.A01

072100.R31

034500.A03

092900.A01 092200.D03C

078100.A01

051200.A01

079200.Q02

072713.A01

092900.B03

092423.A01

079200.Q01

092900.B03

072200.R03 072200.P02 075423.A01

TO

S

TE

EL

1'

- 1

1 1 /2"

051200.E03 051200.A05

072116.R1011

076000.H02

BK

OP

075423.H10

M

1.8 8"

5 1/4"

5 1 /4"

11 1/4"

057500.M05

051200.B02

057300.A03

3/4

2"

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE541

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

033100.A04 CONCRETE WALL

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A01 STEEL BEAM

051200.A05 STEEL CHANNEL

051200.B01 STEEL COLUMN

051200.B02 STEEL WIDE FLANGE COLUMN

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

057300.A03 STAINLESS STEEL DECORATIVE

RAILING

057500.M05 COLUMN COVER

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R03 TAPERED ROOF INSULATION

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL

FLASHING

076000.H02 COUNTERFLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092200.D74C STEEL JAMB STRUT 4"

092423.A01 STUCCO

092900.A01 GYPSUM BOARD, REGULAR

{15MM/16MM}[5/8"]

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

092900.C03C GYPSUM BOARD, SHAFTWALL

LINER PANEL 1"

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 2 HOUR

2 FIRE PROOFING ON TUBE BEAM BEYOND

3 DRYWALL CASING BEAD

4 CURTAINWALL SILL FLASHING

5 METAL COLUMN COVER FROM TOP TO

INTERMEDIATE LANDING BELOW LEVEL 2

6 GWB COLUMN COVER TO UNDERSIDE OF

LANDING ABOVE

7 LINE OF BEAM ENCLOSURE ABOVE

8 SILL EXTENSION BELOW

9 PRECAST PARAPET BELOW

10 FACE OF COLUMN COVER BEYOND

11 STEEL BEAM BEYOND (FIRE PROTECTION

NOT SHOWN FOR CLARITY) 1 1/2" = 1'-0"

PLAN DETAIL STAIR 5, LEVEL 21 1 1/2" = 1'-0"

PLAN DETAIL STAIR 5, LEVEL 22

1 1/2" = 1'-0"

LOADING DOCK CANOPY @ STAIR 53

1 1/2" = 1'-0"

PLAN DETAIL STAIR 5, LEVEL 15

1 1/2" = 1'-0"

LOADING DOCK CANOPY SECTION6

1 1/2" = 1'-0"

PLAN DETAIL4

SY

M

D

ES

C R

IP

TI

O N

D

LEVEL 1

0' - 0"

LEVEL 2

15' - 8"

A

2'

- 1

0"

055200.R07

055200.R06

055200.R03

033100.A12

033100.A12

033100.A06

071700.A01

071700.A01

(6 " M

IN

VA

RI

ES

5' - 0"1' - 4"

1' - 0"

055200.R03

H-AE542

H-AE542

055200.R03055200.R03

099000.A027

A

051200.B01

11"

7"2"7"

034500.A03

072100.R31

092200.D01C

092200.D03C

092900.A02C

1'

- 4

2"

1' - 4"

072100.R31 092900.A02C

2"033100.A04

8"

079500.Q15

7 1 /4"

079200.Q02

078400.A01

079500.Q15

071700.A01

1"

3/4

099000.A02 7

A

7"

034500.A03

092900.A02C 072100.R31

051200.B01 078100.A01

084400.A01

11"

057500.M05

092200.D03C

092900.A02C

092200.D06C

2"

079200.Q02

A 051200.B01 078100.A01

057500.M05

084400.A01

084400.A01

092200.D06C

5 3/4"11"

5 3 /4"

061000.C21

LEVEL 2

15' - 8"

1" 2 1

/2" 2'

- 6

2 1 /2"

3'

- 0

6"

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

6"

3/4

3/4"

16'-4"

T.O.W. @ BLDG

(6 " M

IN

VA

RI

ES

RE

FE

R

TO

C

IV

IL

DW

GS

1' - 0"

2"1 1/2"

6"

3/4"

033100.A12

033100.C01

071700.A01 031500.J05

031500.J05

055200.R07

2'

- 1

0"

1"4" 4"

4" 4"

4" 4"

4" 1"

1" 1"

099000.A02

099000.A027

HO

LD6"

4"

2'

- 1

0" 4"

055200.R07

055200.R03

031500.J05

033000.A04

071700.A01

8"

3'

- 0

2 1 /2"

2'

- 6

2 1

/2" 1"

1" 4"

4" 4"

4" 4"

4" 4"

1"

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

1"

6"

099000.A02099000.A027

H-AE420

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

As in dic ate d

H-AE542

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

031500.J05 PREFORMED JOINT FILLER

033000.A04 CONCRETE WALL

033100.A04 CONCRETE WALL

033100.A06 CONCRETE FOOTING

033100.A12 CONCRETE RETAINING WALL

033100.C01 CONCRETE WALK

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.B01 STEEL COLUMN

055200.R03 STAINLESS STEEL GUARDRAIL

055200.R06 ALUMINUM TUBE HANDRAIL

055200.R07 STAINLESS STEEL HANDRAIL

057500.M05 COLUMN COVER

061000.C21 FIRE RETARDANT WOOD

BLOCKING

071700.A01 BENTONITE WATERPROOFING

SYSTEM

072100.R31 SPRAY-APPLIED FOAM

INSULATION

078100.A01 SPRAY-APPLIED FIREPROOFING

078400.A01 FIRESTOPPING MATERIAL

079200.Q02 BACKSTOP AND SEALANT

079500.Q15 WEATHER-FACED PREFORMED

FOAM EXPANSION JOINT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092200.D06C STEEL STUD 6"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

099000.A02 TEXTURED COATING

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1/2" = 1'-0"

CROSS SECTION THROUGH STAIR4

1 1/2" = 1'-0"

LEVEL 1 COLUMN DETAIL AT A-101 1 1/2" = 1'-0"

COLUMN A-10, LEVEL 2 BELOW SILL2 1 1/2" = 1'-0"

COLUMN A-10, LEVEL 2 ABOVE SILL3

1 SPANDREL PANEL

2 EXTRUDED CLOSURE PANEL BY C.W.

MANUFACTURER

3 CONCRETE RETAINING WALL. REFER TO

STRUCTURAL DRAWINGS FOR DETAIL

4 WEEP @ 4'-0" O.C.

5 SILL EXTENSION

6 REFER TO CIVIL PLANS FOR GRADE

ELEVATIONS

7 TEXTURED COATING TO BE APPLIED TO

ALL EXPOSED SURFACES OF CAST IN

PLACE CONCRETE. COLOR SHALL MATCH

PRECAST CONCRETE PANELS U.N.O.

8 SLOPE TOP OF WALL FOR DRAINAGE,

TYPICAL.

1 1/2" = 1'-0"

GUARDRAIL @ RETAINING WALL6 1 1/2" = 1'-0"

GUARDRAIL @ STAIR5

30"20"10"2"0

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

2"

7'-6"5'2'-6"6"0

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

6"

SY

M

D

ES

C R

IP

TI

O N

D

LEVEL 2

15' - 8"

6" 1' - 0" 6"

2' - 0"

6" 1/2" 1' - 0"

079200.Q02

033100.B01 033100.B01

033100.V01

053000.A01

033100.A01

1 1 /2"

4 1 /2"

310000.C02 310000.C01

031500.J05

071700.A02

4" 2"

051200.A02 078100.A01

051200.E02

051200.E01

051200.A02 078100.A01

075423.A01

6 1/2" 11" 6 1/2"

072200.P02

075423.A01 075423.H11

061000.C12 077129.A01

053000.A01

051200.E03

079500.C021'

- 6

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE543

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

MATERIAL NOTES

031500.J05 PREFORMED JOINT FILLER

033100.A01 CAST-IN-PLACE CONCRETE

033100.B01 CONCRETE SLAB

033100.V01 VAPOR BARRIER

051200.A02 STEEL WIDE FLANGE BEAM

051200.E01 STEEL ANGLE

051200.E02 STEEL PLATE

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

071700.A02 GEOTEXTILE/BENTONITE

WATERPROOFING SYSTEM FOR

VERTICAL APPLICATIONS

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H11 THERMOPLASTIC BASE

FLASHING

077129.A01 ROOF-TO-ROOF ALUMINUM

ROOF EXPANSION JOINT

SYSTEM

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q02 BACKSTOP AND SEALANT

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

310000.C01 CAPILLARY WATER BARRIER

310000.C02 SAND CUSHION

1 INSULATED WATER BARRIER BY E.J. MFR

2 SLAB REINF. SEE STRUCTURAL

3 P.T. 2X6 STUDS @ 16" O.C.

5 1/2" X 6" NEOPRENE SPACER. SET TOP OF

SPACER 1 1/2" DOWN FROM TOP OF SLAB.

6 CARRY W.P. MEMBRANE OVER LEDGE &

UP SLAB EDGE

1 1/2" = 1'-0"

SLAB TRANSITION1 1 1/2" = 1'-0"

SEISMIC JOINT AT PENTHOUSE ROOF2

SY

M

D

ES

C R

IP

TI

O N

D

LEVEL 4

47' - 0"

051200.B03

076000.H01

075423.H11

072200.P02 072200.R03

078100.A01

051200.A01

053000.A01

092900.B01C

051200.B03

092900.B01C 076000.H01

075423.H11 072200.P02

033100.A05

042000.G10

051200.E03

6" 3/4" 3/4" 6"

054000.D03C

092200.D03C

092900.A01C

054000.D03C

086300.A01

086300.A01

8" M

IN

LEVEL 4

47' - 0"

086300.A01

051200.A03 092900.B01C 054000.D03C

051200.B03

092200.D03C

092900.A02C

086300.A01

075423.H11 072200.P02

6"3/4"

075423.A01 072200.R03

053000.A01

072116.R10

033100.B01

051200.A04

078100.A01

092900.A02C

086300.A01

051200.A03 092900.B01C 054000.D03C

051200.B03

092200.D03C

092900.A02C

086300.A01

6" 3/4"

053000.A01

072116.R10

033100.B01

051200.A04

078100.A01

092900.A02C

075423.H11 072200.P02 075423.A01

075423.H10 075423.H10

VA

RI

ES

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE544

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

30"20"10"2"0

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

2"

MATERIAL NOTES

033100.A05 CONCRETE FLOOR

033100.B01 CONCRETE SLAB

042000.G10 GROUT SOLID

051200.A01 STEEL BEAM

051200.A03 STEEL TUBE BEAM

051200.A04 STEEL GIRDER

051200.B03 STEEL TUBE COLUMN

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

054000.D03C STEEL STUD 3 5/8"

072116.R10 BLANKET INSULATION,

UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R03 TAPERED ROOF INSULATION

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL

FLASHING

075423.H11 THERMOPLASTIC BASE

FLASHING

076000.H01 METAL FLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

086300.A01 METAL FRAMED SKYLIGHT

SYSTEM

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 TOP OF TUBE SLOPES W/ TOP OF

SKYLIGHT MULLION RAFTER

2 PROVIDE CONTINUOUS WET SEAL WITH

SILICONE SEALANT

3 CONTINUOUS PAN FLASHING

1 1/2" = 1'-0"

SECTION @ GROUP ROOM SKYLIGHT2

1 1/2" = 1'-0"

SECTION @ GROUP ROOM SKYLIGHT1

SY

M

D

ES

C R

IP

TI

O N

D

061000.C11

053000.A01

076000.H02

079200.Q11

075423.A01

072200.R03

072200.P02

4" TYP

079200.Q01

033100.B01

6" TYP

077200.C03

061000.C11

075423.A01

076000.H20

075423.Q02

055013.Z02 055013.X04 9

6"

055013.Z02

072200.P02

8" M

IN

IM

UM

055013.A02

072200.R02

4"

079200.Q01

033100.B01

053000.A01

055013.A02

055013.E06

061000.C12

079200.Q11

076000.H02

061000.C12

1 1 /2"

3'

- 0

" M

IN

IM

UM

053000.A01

077200.C02

075423.A01 072200.P02

033100.B01

072200.R02

6"

075423.A01

220000.C31

079200.Q01

072200.R02

072200.P02

8" M

IN

033100.B01 053000.A01

6"

075423.Q02 076000.Z04

075423.A01

061000.C12

075423.H11

072200.R02

072200.P02

1'

- 0

MI

NI

MU

M

1' - 10 1/2" OPENING

2"

1' - 8 7/8"

2' - 3" SQUARE

086200.A01

033100.B01 053000.A01

6" MIN

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

3"

1' -0

H-AE545

RO

OF

D

ET

AI

LS

MN

H

De sig ne r

PA

W

H-

AE

3" = 1'-0"

EQUIPMENT CURB SUPPORT1

MATERIAL NOTES

033100.B01 CONCRETE SLAB

053000.A01 STEEL DECK

055013.A02 STEEL PIPE

055013.E06 STEEL PLATE

055013.X04 GUY CABLES

055013.Z02 STAINLESS STEEL EYEHOOK

061000.C11 PRESSURE TREATED WOOD

BLOCKING

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R02 ROOF INSULATION BOARD

072200.R03 TAPERED ROOF INSULATION

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H11 THERMOPLASTIC BASE

FLASHING

075423.Q02 MASTIC SEALANT

076000.H02 COUNTERFLASHING

076000.H20 PIPE FLASHING

076000.Z04 CLAMPING RING

077200.C02 EQUIPMENT SUPPORT CURB

077200.C03 EQUIPMENT TIE-DOWN PIPE

079200.Q01 JOINT SEALANT

079200.Q11 SEALANT BED

086200.A01 UNIT SKYLIGHT

220000.C31 VENT PIPING

1 1'-6"x1'-6"x1/2" WELDED TO PIPE BOTTOM &

CENTERED.

2 5" DIA., GALVANIZED

3 INSULATED, PREFABRICATED

4 MEMBRANE FLASHING

5 EQUIPMENT FASTENERS w/ NEOPRENE

WASHER

6 THREAD INTO WELDED NUT UNDER BOT. OF

PLATE. (TACK INTO PLACE).

7 CONTINUOUS BRAKEMETAL LIPPED CAP

FLASHING w/ WELDED CORNERS

8 WRAP OVER TOP OF BLOCKING & DOWN

EA. SIDE CONTINUOUS UNDER CAP

FLASHING

9 STAINLESS STEEL.

10 CIRCULAR PLATE WELD TO PIPE TOP &

GRIND EDGES SMOOTH.

11 NEOPRENE PAD SET IN SEALANT

12 PREMOLDED PIPE BOOT

13 (2) ROWS OF SEALANT EACH SIDE

14 STEEL FRAMED OPENING, SEE

STRUCTURAL

3" = 1'-0"

EQUIPMENT TIE-DOWN DETAIL4

3" = 1'-0"

EXHAUST FAN/GRAVITY VENTILATOR

CURB DETAIL2

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

3" = 1'-0"

PLUMBING PIPE PENETRATION DETAIL3

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

3" = 1'-0"

SOLATUBE CURB DETAIL5 3" = 1'-0"

FLASHING AXONOMETRIC6

SY

M

D

ES

C R

IP

TI

O N

D

075423.A01 061000.C12 075423.H11

077200.A01

" M

IN

055100.A01

072200.R02

072200.P02

077200.R01 12

075423.A01

076000.Z02

075423.Q02

079200.Q01

079200.Q01

055013.Z02

6" TYP

076000.M10

072200.P02

4"

072200.R02

1" MIN. PIPE DIAMETER

1/4" CLEAR MIN.

053000.A01

220000.C21

075423.A01 075423.H11

072200.R03

220000.C24

24" SQUARE TYP. SUMP AT DRAIN

072200.P02

BEGIN 1/2" PER FOOT

SLOPE TYP. @ DRAINS

4" T

YP

2" T

YP

NOTE:

CONCRETE DECK SHOWN. DETAIL IS SIMILAR FOR

METAL DECK INSTALLATIONS

1'

0" M

IN

075423.H11

072200.R03

072200.P02

075423.A01

079200.Q01079200.Q01

075423.C05 079200.Q11

075423.A01 072200.P02

072200.R02

2"

42" ABOVE

FINISHED ROOF

077200.R01

077200.A01

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

As in dic ate d

H-AE546

RO

OF

D

ET

AI

LS

MN

H

De sig ne r

PA

W

H-

AE

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

1 1/2" = 1'-0"

ROOF ACCESS HATCH DETAIL2

3" = 1'-0"

SMALL PIPE PENETRATION DETAIL1

3" = 1'-0"

TYPICAL ROOF DRAIN DETAIL3

MATERIAL NOTES

053000.A01 STEEL DECK

055013.Z02 STAINLESS STEEL EYEHOOK

055100.A01 STEEL STAIR

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R02 ROOF INSULATION BOARD

072200.R03 TAPERED ROOF INSULATION

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.C05 ROOF WALKWAY PAD

075423.H11 THERMOPLASTIC BASE

FLASHING

075423.Q02 MASTIC SEALANT

076000.M10 METAL PITCH POCKET

076000.Z02 SHEET METAL COLLAR

077200.A01 ROOF HATCH

077200.R01 ROOF ACCESS RAILING SYSTEM

079200.Q01 JOINT SEALANT

079200.Q11 SEALANT BED

220000.C21 PRIMARY ROOF DRAIN

220000.C24 ROOF DRAIN DECK CLAMP

1 6" MIN. METAL FLANGE SET IN COMPATIBLE

FULL BED OF ROOFING SEALANT OVER

BASE PLY (LAP CAP SHEET OVER FLANGE).

2 POURABLE SEALANT.

3 SEALANT & CLAMPING RING

4 LINE OF ADJACENT ROOF SHOWN DASHED

5 BUILD UP INSULATION CRICKET TO FORM

SMOOTH TRANSITION AT WALK THROUGH

6 OVERFLOW OPTION

7 ATTACH TO STEEL STRUCTURE BELOW

PER STRUCTURAL DRAWINGS

8 PREMOLDED PIPE BOOT

9 PAINT EXPOSED METAL TO MATCH KYNAR

UC45392

10 RAILING SYSTEM GATE WITH HINGE POST

11 INTEGRAL CURB WITH ROOF HATCH

12 REFER TO AXONOMETRIC VIEW, THIS

SHEET

13 NON-SHRINK GROUT

15 OPTIONAL WOOD BLOCKING VARIES BASED

ON SIZE OF PENETRATION

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

3" = 1'-0"

ROOF TIE-BACK DETAILS4

3" = 1'-0"

WALK PAD DETAIL5

1 1/2" = 1'-0"

RAIL SYSTEM AXONOMETRIC6

SY

M

D

ES

C R

IP

TI

O N

D

4'

- 0

3' - 0"

053000.A01

033100.B01

075500.R02 075423.A01

5055013.A03

055013.A03

055013.A03

4'

- 0

8' - 0"

2'

- 0

053000.A01

033100.B01

075500.R02

075423.A01

055013.A03055013.A03

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE547

AN

TE

NN

A

MO

UN

T

RA

CK

D

ET

AI

LS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

30"20"10"2"0

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

2"

MATERIAL NOTES

033100.B01 CONCRETE SLAB

053000.A01 STEEL DECK

055013.A03 STEEL TUBE

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075500.R02 ROOF INSULATION BOARD

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEET H-AE521 FOR TYPICAL SEALANT

INSTALLATIONS REQUIREMENT ON ALL PRECAST

CONCRETE PANELS ON THIS PROJECT

C. ALL PRECAST REVEALS TO BE ACID ETCHED

FOLLOWING THE PANEL TREATMENT SPECIFIED IN

THE EXTERIOR FINISH SCHEDULE

1 MOUNT LIGHTNING PROTECTION SYSTEM

AND PROVIDE ALL REQUIRED

INTERMEDIATE SUPPORT

2 STANCHION DETAIL 2/H-AE527

3 WEATHER HEAD

4 STEEL TUBE 2X3X1/4"

5 STEEL TUBE 2X6X1/4"

1 1/2" = 1'-0"

ANTENNA MOUNT RACK, SIDE VIEW1 1 1/2" = 1'-0"

ANTENNA MOUNT RACK, FRONT2

ANTENNA MOUNT RACK-ISOMETRIC VIEW3

SY

M

D

ES

C R

IP

TI

O N

D

092200.D06C 092900.A02C(2)

072116.R20 092900.A02C092900.A02C(2)

092900.A02C(2)

092900.C03C092900.C03C 092200.D54C

092900.C03C092900.C03C

092200.D54C 072116.R20 092900.A02C(2)

092900.A01C 092200.D03C

1 081113.D01 092900.A01C

092200.D54C 092900.A02C(2)

092900.C03C 092200.D54C

092900.A02C

092900.A02C 072116.R20 (2)

(2)

092200.D54C 092900.C03C

092200.C02 092900.A02C(2)

072116.R20 092900.A02C092900.A02C(2)

092900.A02C (2)

092200.D03C 092900.A02C (2)

092900.A02C(2) 092900.A01C 092200.D03C

1 081113.D01 092900.A01C092900.A02C(2)

092200.D03C

072116.R20

092200.D03C

E 7"

7 1 /2"

092900.A01C 092200.C02 092200.D03C

092300.N04092300.N04 092900.A01C

072116.R20

C

092900.A02C

092200.D06C 092200.D03C

092900.A02C

072116.R20

1'

3/

4"

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE550

IN

TE

RI

OR

P

LA

N

DE

TA

ILS

ME

C

GT

S

BK

H

H-

AE

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DIMENSIONS ARE TO COLUMN GRID, FACE OF

MASONRY OR CONCRETE, FACE OF METAL STUD

U.N.O.

30"20"10"2"0

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

2"

MATERIAL NOTES

072116.R20 SOUND ATTENUATION BATTS

081113.D01 STEEL DOOR FRAME

092200.C02 STEEL STUD RUNNER TRACK

092200.D03C STEEL STUD 3 5/8"

092200.D06C STEEL STUD 6"

092200.D54C STEEL STUD, "CH" SHAPE 4"

092300.N04 ACOUSTICAL PLASTER FINISH

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.C03C GYPSUM BOARD, SHAFTWALL

LINER PANEL 1"

1 1/2" = 1'-0"

PLAN DETAIL2 1 1/2" = 1'-0"

PLAN DETAIL3 1 1/2" = 1'-0"

PLAN DETAIL1

1 NESTED TRACK AND STUD

2 OUTLINE OF BOTTOM OF NICHE BELOW

3 AVP-1

1 1/2" = 1'-0"

PLAN DETAIL4 1 1/2" = 1'-0"

PLAN DETAIL5

1 1/2" = 1'-0"6 PLAN DETAIL

SY

M

D

ES

C R

IP

TI

O N

D

AT

1 1/2" = 1'-0"7 PLAN DETAIL

B

051200.B01

092900.M04

092900.A01C 092200.C02

092900.M04VARIES VARIES

VA

RI

ES

VA

RI

ES

078100.A01

092200.C02

092900.A01CCL

CL

2 2

102613.C02

102613.C02

D

092900.M04

092200.C02 092900.A01C

072116.R20

092200.C02 092900.A02C

1/

2"

10 1/2"10 1/2"

051200.B01

078100.A01

092200.C02 092900.A01C

092900.M04

092200.C02 092900.A01C

092200.C02

092900.A02C

092900.A02C

092900.A02C

092900.A02C

4.3

J

072116.R20 092900.A01C

092900.M04

092200.C02 092900.A01C

092900.A01C 092200.C02

072116.R20 092900.A01C

092200.C02 092900.A01C

078100.A01

092200.C02 092900.A01C

092900.M04 092200.C02

092900.A01C

092900.A01C

051200.B01

092200.D06C 092900.A01C

1/

2"

1/ 2"

11 1/2" 10 1/2"

(2)

1 1/2"

10 1/2" 10 1/2"

092200.C02

(2) (2)

092900.A01C 092200.D06C

(2)

072116.R20 092900.B01C 093000.A04093000.A04

092900.B01C

092200.C02

092200.C02

092900.B01C 092900.B01C 093000.A04

2.6

H

092900.M04 092200.C02

092900.A01C

072116.R20 092900.A02C

092200.C02 092900.A02C

092200.C02 092900.A01C

092200.C02 092900.A02C 092200.C02

092900.A01C

092900.M04

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

2"

1/

2"

072116.R20 092900.A02C

092200.C02 092900.A01C 072116.R20

092200.C02 092900.A01C

(2)

11 1/2"11 1/2"

2"

078100.A01

051200.B01 092200.C02

092900.A01C

092200.C02 092900.A01C

B 10" 11 1/2"

1/

2"

1/ 2"

8"

8"

092200.C02

092200.C02

092900.A01C

072116.R20

092200.C02 092900.A01C

092900.A01C

092900.M04 092200.C02

092900.A01C (2)

051200.B01

078100.A01

072116.R20

092200.C02

092900.A01C

092900.M04 092200.C02 092900.A01C

092900.A01C(2)

D

10 1/2"10 1/2" 092900.M04

092200.C02 092900.A01C

051200.B01

092200.C02 092900.A01C

078100.A01

092200.C02 092900.A02C (2)

072116.R20 092900.A02C (2)

C 10"

8"

1/

2"

1/

2"

092200.C02 092900.A02C

092900.A02C

092900.C03C 092200.D52C 092900.A02C

092200.C02 072116.R20 092900.A02C092900.A02C

092200.C02 092900.A01C

051200.B01

092900.M04 092200.C02 092900.A01C

072116.R20072116.R20

092900.A02C

092900.C03C

092900.A02C

092200.C02

092900.A02C 072116.R20

092900.A02C

8.5

J.4

2' - 0 1/2"

092200.C02

092200.C02

092900.A01C

092200.C02

092900.A01C

1' - 0 1/2"

078100.A01

104400.B03

092200.D01C

092200.D01C

092200.C02

092200.D03C

051200.B012 1/2"

092200.D03C

092200.D03C

1'

- 3

1'

- 0 1/

4"

4.3

092900.A01C 092200.C02

092200.C02 092900.A01C

092900.A01C 092200.C02

092900.A01C 072116.R20

092900.M04 092200.C02

092900.A01C

1/

2"

1/ 2"

1' - 1"

6 1/2"

051200.B01 092200.C02

078100.A01

092900.A01C

092900.M04

092900.A01C 072116.R20

072116.R20

(2)

(2)

F

B

051200.B01

092900.M04

092900.A01C 092200.C02

092900.M04VARIES VARIES

VA

RI

ES

VA

RI

ES

078100.A01

092200.C02 092900.A01C

CL

CL

2 6

102613.C02

102613.C02

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE551

IN

TE

RI

OR

P

LA

N

DE

TA

ILS

ME

C

GT

S

BK

H

H-

AE

30"20"10"2"0

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

2"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DIMENSIONS ARE TO COLUMN GRID, FACE OF

MASONRY OR CONCRETE, FACE OF METAL STUD

U.N.O.

MATERIAL NOTES

051200.B01 STEEL COLUMN

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED FIREPROOFING

092200.C02 STEEL STUD RUNNER TRACK

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092200.D06C STEEL STUD 6"

092200.D52C STEEL STUD, "CH" SHAPE 2 1/2"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.C03C GYPSUM BOARD, SHAFTWALL

LINER PANEL 1"

092900.M04 CORNERBEAD

093000.A04 PORCELAIN TILE

102613.C02 SURFACE MOUNTED CORNER

GUARD

104400.B03 FIRE EXTINGUISHER CABINET,

SEMI-RECESSED

1 1/2" = 1'-0"

PLAN DETAIL1

1 1/2" = 1'-0"

PLAN DETAIL2

1 1/2" = 1'-0"

PLAN DETAIL5 1 1/2" = 1'-0"

PLAN DETAIL6 1 1/2" = 1'-0"

PLAN DETAIL4

1 1/2" = 1'-0"

PLAN DETAIL3

1 1/2" = 1'-0"

PLAN DETAIL7 1 1/2" = 1'-0"

PLAN DETAIL8 1 1/2" = 1'-0"

PLAN DETAIL9

1 WHERE APPLICABLE. REFER TO EQUIPMENT

PLANS FOR LOCATIONS.

2 COORDINATE DIMENSION WITH

STRUCTURAL COLUMN SCHEDULE.

MAINTAIN 1/2" CLEAR BETWEEN METAL STUD

AND FIREPROOFING.

3 ALIGN

4 WHERE APPLICABLE. REFER TO 1/AE571

FOR DETAIL.

5 EXTEND SOUND BATTS TO COLUMN, TYP.

6 COORDINATE COLUMN FURRING

DIMENSIONS WITH PLUMBING PIPING.

7 PIPE - COORDINATE WITH PLUMBING.

8 WIRE MESH ENCLOURE. SEE EQUIPMENT

DWGS

1 1/2" = 1'-0"

PLAN DETAIL10

SY

M

D

ES

C R

IP

TI

O N

D

4.3

G

092900.A01C 092200.C02

092200.C02

092900.A01C 072116.R20

092900.M04 092200.C02 092900.A01C

1'

- 0

1/ 2"

1'

- 0

1/ 2"

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

051200.B01

092200.C02

078100.A01

092900.A01C

092900.M04

072116.R20

6 1/2"

092200.C02 092900.A01C

092900.M04

092900.M04 092900.A01C

092900.A01C

H.3

6.4

8"

8 1/2"

1' - 2 1/2"

1/

2"

092200.C02

072116.R20 092900.A01C

092200.C02 092900.A01C

072116.R20

051200.B01 078100.A01 092900.M04

092200.C02 092900.A01C

092200.C02 092900.A01C

092200.C02 092900.A01C

092900.A01C 092200.C02

092900.A01C 072116.R20

092200.C02 092900.A01C

072116.R20 092900.B01C 093000.A04

092900.B01C 093000.A04

072116.R20

092200.D03C

092200.D03C

079500.B01

079500.B01

4.3

J

11 1/2" 11 1/2" 092900.M04

092200.C02 092900.A01C

051200.B01 078100.A01

092200.C02 092900.A01C

092900.A01C

072116.R20 092900.A01C

092200.C02 092900.A01C

092900.M04

092200.C02 092900.A01C

6.3

L

6.4

10 1/2"

10 1/2"

97°

1' - 8"

092900.M04

051200.B01 078100.A01

092200.C02 092900.A01C

072116.R20

092200.C02 092900.A01C

072116.R20 092900.A01C092200.C02

092900.A01C

092200.C02 092900.A01C

092200.D03C 092900.A01C 081113.D01

092200.C02 092900.A01C

092900.A01C 092200.C02

051200.B01 078100.A01 072116.R20

092900.M04

092200.C02 092900.A01C

072116.R20 092900.A01C

092200.C02 092900.M04

092900.A01C

079500.B01

079500.B01 2

7.8

L.2

L.10

135°

102613.C02

1'

- 0

1'

- 0 1/

2"

1' - 1"

1' - 9"081113.D01 092200.D03C

092200.C02

092900.A01C

092900.A01C 072116.R20

092200.C02 092900.A01C

092200.C02 092900.A01C

072116.R20

092900.A01C 092200.C02

092900.A01C 092200.C02

051200.B01 078100.A01

092900.M04

092200.C02 092900.A01C

8.5

L.2

1'

- 0

1/ 2"

1'

- 0

1/ 2"

1"

1' - 1"1"1' - 0" 092900.M04

092200.C02 092900.A01C

092200.C02 092900.A01C

051200.B01

072116.R20 092900.A01C

092200.C02 092900.A01C 078100.A01

092900.M04 092200.C02

092900.A01C 092200.C02

092900.A01C

092900.A01C 072116.R20

(2)

(2)

CL

CL

6.9

L.2

092200.C02 092900.A01C

092200.C02

072116.R20 092900.A01C1'

- 0

1/

2"

051200.B01 078100.A01 092200.C02

092900.A01C

092900.M04

092200.C02 092900.A01C

092200.C02 092900.A01C

1' - 0" 1' - 0"

092900.A01C

092900.A01C

092200.C02

092900.M04

2.6

L

1/

2"

1/ 2"

11 1/2" 11 1/2"

CL

CL

092200.C02 092900.A01C

051200.B01 078100.A01

072116.R20 092900.A01C

092200.C02 092900.A01C 092900.M04

092900.M04092200.C02 092900.A01C

092900.M04

092200.C02 092900.A01C

092200.C02 092900.A01C

072116.R20 092900.A01C

092200.C02 092900.A01C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE552

IN

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

1 1/2" = 1'-0"

PLAN DETAIL1

1 NESTED TRACK AND STUD

2 WALL SEISMIC JOINT SYSTEM 5"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DIMENSIONS ARE TO COLUMN GRID, FACE OF

MASONRY OR CONCRETE, FACE OF METAL STUD

U.N.O.

30"20"10"2"0

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

2"

MATERIAL NOTES

051200.B01 STEEL COLUMN

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED FIREPROOFING

079500.B01 SEISMIC JOINT SYSTEM, WALL

081113.D01 STEEL DOOR FRAME

092200.C02 STEEL STUD RUNNER TRACK

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.M04 CORNERBEAD

093000.A04 PORCELAIN TILE

102613.C02 SURFACE MOUNTED CORNER

GUARD

1 1/2" = 1'-0"

PLAN DETAIL2 1 1/2" = 1'-0"

PLAN DETAIL3

1 1/2" = 1'-0"

PLAN DETAIL4 1 1/2" = 1'-0"

PLAN DETAIL5

1 1/2" = 1'-0"

PLAN DETAIL6 1 1/2" = 1'-0"

PLAN DETAIL7 1 1/2" = 1'-0"

PLAN DETAIL8

SY

M

D

ES

C R

IP

TI

O N

D

J.4

092900.A01C092900.A01C 092200.C02 072116.R20

(2)

079200.Q01

11 1/2"

2'

- 3

5"

5"

042000.D03C042000.D03C

042000.D03C

079200.Q01 042000.D01

092900.M04

092200.C02 092900.A01C

051200.B01 078100.A01

092900.M04

092200.C02 092900.A01C 079200.Q01

1'

- 5

10"

042000.D02C042000.D02C

E

E.1

081113.D01

092900.A02C (2)

092200.C02

051200.B01

092900.A01C

092200.C02 092900.A01C

072116.R20

092900.A02C092900.A02C

092900.M04

092900.A02C

(2)

1'

- 0

1/ 2"

9 1 /2"

(2)092900.A02C

092200.C02

4"

072116.R20 092900.A02C

(2)

(2)

1' - 1 1/2"

1/

2"

051200.B01 078100.A01

092900.M04 092200.C02

092900.A01C

079500.B01

079200.Q01

092200.D03C 078400.A01

092900.A02C

092200.C02

092900.A01C

1"

079500.B01 4

079500.B01

E

E.1

1' - 2"

1' - 2 1/2"

1'

- 5

092900.A02C092900.A02C 092200.C02

072116.R20

(2)

092900.A01C

051200.B01

078100.A01

092900.A02C

092200.C02 072116.R20 092900.A02C (2)

092200.C02

SJ5"

092200.C02 092900.A01C

034900.C01

061000.F01

061000.C03

1'

- 0

1'

- 4

11" 11"

079200.Q02

1" TYP.

051200.B01

078100.A01

2.6

1'

- 0

11 1/2" 11 1/2"

1'

- 0

3' - 11"

3' - 11 1/2"

092200.C02 072116.R20

092200.C02 (2)

092200.C02

092900.A02C(2)

051200.B01

092200.C02

092900.A02C (2)

092900.M04

092900.A02C 092200.C02

(2)

092900.A01C

092200.C02

092200.C02 092900.A02C(2)

092900.A02C(2)

092900.A02C(2)

092900.A01C 081113.D01

092200.D03C

092200.C02 092900.A02C092900.A02C

092200.C02 092900.A02C

(2)

(2)

072116.R20 092900.A02C(2)

092200.C02 092900.A01C092900.A01C

UL No. X517

092900.A02C 092900.A02C(2)

F

6.3

M

6.4

9 1/2"

1/

2"

11"

051200.B01 072116.R20

092900.A02C(2)

092900.A02C(2)

072116.R20

092200.C02 092900.A02C(2)

092900.A02C(2)

092200.C02 092900.A02C

051200.B01 078100.A01

092200.C02 072116.R20

092200.C02 092900.A01C

092900.A01C

079500.B01

079500.B01

092900.A02C 092200.C03

SJ

5"

092200.D52C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

AP

PR

C O

R

PS

O F

EN

G

IN

EE

R S

D

EP

AR

TM

EN

T

O F

TH

E

AR

M

Y

SA

C

R

AM

EN

TO

, C

AL

IF

O

R N

IA

FO

R

T

IR

W

IN

C

AL

IF

O

R N

IA

D es ig ne d by

D ra w n by

D es ig n fil e no

D at e:

R ev ie w ed b y:

S ub m itt ed b y:

Fi le n am e:

S pe c N o:

D ra w in g C od e:

P lo t d at e:

D w g sc al e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

FO

R

T

IR

W

IN

H O

S P

IT

AL

R

EP

L A

C

EM

EN

T

4 3 2 1

C

B

A

SHEET OF 1985

Sacramento District

8-

- 0

D

EC

EM

BE

R, RO

N

W . L

OW

RY

I52 1-

1/2

1'

-0

H-AE553

IN

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

1 1/2" = 1'-0"

PLAN DETAIL1

30"20"10"2"0

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

2"

1 ALIGN

2 FLOOR EXPANSION JOINT COVER, BELOW

3 FLOOR EXPANSION JOINT

4 WALL SEISMIC JOINT SYSTEM 5"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DIMENSIONS ARE TO COLUMN GRID, FACE OF

MASONRY OR CONCRETE, FACE OF METAL STUD

U.N.O.

MATERIAL NOTES

042000.D01 CMU {100MM/92MM}[4"]

042000.D02C CMU 6"

042000.D03C CMU 8"

051200.B01 STEEL COLUMN

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED FIREPROOFING

078400.A01 FIRESTOPPING MATERIAL

079200.Q01 JOINT SEALANT

079500.B01 SEISMIC JOINT SYSTEM, WALL

081113.D01 STEEL DOOR FRAME

092200.C02 STEEL STUD RUNNER TRACK

092200.C03 METAL ANGLE RUNNER

092200.D03C STEEL STUD 3 5/8"

092200.D52C STEEL STUD, "CH" SHAPE 2 1/2"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE RESISTANT

5/8"

092900.M04 CORNERBEAD

1 1/2" = 1'-0"

PLAN DETAIL2 1 1/2" = 1'-0"

PLAN DETAIL3

1 1/2" = 1'-0"

PLAN DETAIL4 1 1/2" = 1'-0"

PLAN DETAIL5

SY

M

D

ES

C R

IP

TI

O N

D

092900.A01C 092200.C02

081113.D01

092900.A01C

092200.D03C 092200.D03C 092900.A01C

092900.A01C

092900.A01C092900.A01C

092200.C02

092900.A01C

092200.D03C

092900.A01C

2' - 11 1/2"

072116.R20

D

7.4

092900.B01C 093000.A04

092200.C02 092900.A01C

093000.A04 092900.B01C

092900.B01C 093000.A04

092200.D03C

092900.A01C

092900.A02C 092200.D03C

092900.A02C 092900.B01C 093000.A04

1'

- 8

10"

45° 10

072116.R20

072116.R20

E

E.1

1' - 1 1/2"

092900.A02C

092300.N04 092900.C02C

092200.D03C

034900.C01

1/

2"

078100.A01

092900.A02C

TYP.

2 1/2" MIN.

051200.B01

092900.A01C 092200.D01C

092200.D03C

092900.A01C

092200.D03C

051200.B01

078100.A01

092300.N04

092900.A02C 072116.R20

E

E.1

092200.D03C

092900.A01

9" S

.J.

7"

11"

9 1 /2"

8"

1'

- 0

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

092300.N04

081113.D01

092200.D03C 092200.C02

092900.A01C 1'

- 0

1/ 2"

1'

- 1

1/ 2"

092900.A02C092900.A02C

092900.A02C 092900.C02C

072116.R20

102613.C03

051200.B01

1'

- 0

092300.N04

092900.C02C

092200.D03C

051200.B01 078100.A01

092200.C02 092900.A01C

092900.A01…