PART4of4AM-06_DRAW.pdf

2" M

IN

1/8

079200.Q01

096623.B01

092900.A01C 092200.D02C

11". 1 1/2" MAX

3'

- 0

057300.P05 057300.A03

057300.R01

096623.B02

092200.D01C 092900.A01C

096723.A01

033100.B06

1'

- 1

7/ 8"

LEVEL 3

31' - 4"

057300.P05 057300.A03

057300.R01

096623.B02

051200.A02

092200.D03C

092900.A01C

096723.A01

AB

OV

E

LE

A D

IN

G E D

GE

O

F

TR

EA

D

3'

- 0

"3'

- 6

2 5 /8"3/4

1 1/2"

1 1 /2"

M

IN

1/2"

EQ EQ

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

4"

2" 2'-

4" 3"

057300.E04C

057300.E04C

057300.R01

057300.R08C

057300.P05

051200.A03

057300.E04C

055100.A03

051200.E01

092900.A01C

H-AE423

OPH

AB

OV

E

LE

A D

IN

G E D

GE

O

F

TR

EA

D

3'

- 0

2 5 /8" 3/4

1 1 /2"

M

IN

057300.R01

057300.R08C

051200.A03

055100.A03 051200.E01

057300.E04C

084423.A01

092900.A01C

H-AE423

LEVEL 2

15' - 8"

4 3 /4"

4"

1 3/8" 1/2"

1"

1/2" 1 3/8"

057300.E04C

057300.R01

057300.E04C057300.E04C

051200.A03

092200.A01 096623.B02 055100.A01

057300.E04C

092900.A01C

LEVEL 1

0' - 0"

051200.A03

057300.A03

057300.P05

11" MIN

057300.R01

092200.D02C 092900.A01C 092200.C02

092200.D03C

092900.A01C

057300.E04C

LEVEL 3

31' - 4"

LEVEL 3

31' - 4"

051200.A02

092200.D01C

092900.A01C

096623.B02

092900.A01C

033100.B01

092200.D01C

092200.C02 092200.D01C 092900.A01C

096723.A01

096623.B02

092900.A01C

033100.B01 096723.A01

051200.E01

051200.A05

055100.A01092200.A01 092200.D02C

092200.C02

051200.A03

092900.M05

092900.A02C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

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AM

EN

TO

, C

AL

IF

O

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IA

FO

R

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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

AM-06

H-AE423

TY

PI

CA

L S

TA

IR

D

ET

AI

LS

Au tho r

De sig ne r

Ch ec ke r

H-

AE

MATERIAL NOTES

033100.B01 CONCRETE SLAB

033100.B06 LIGHTWEIGHT AGGREGATE

STRUCTURAL CONCRETE

051200.A02 STEEL WIDE FLANGE BEAM

051200.A03 STEEL TUBE BEAM

051200.A05 STEEL CHANNEL

051200.E01 STEEL ANGLE

055100.A01 STEEL STAIR

055100.A03 STEEL PAN STAIR TREAD

057300.A03 STAINLESS STEEL DECORATIVE

RAILING

057300.E04C FLAT PLATE 1/2"

057300.P05 INFILL PANEL, TEMPERED

GLASS

057300.R01 HANDRAIL

057300.R08C BRACKET SUPPORT 60" OC MAX

079200.Q01 JOINT SEALANT

084423.A01 FIRE RATED GLAZED STEEL

CURTAIN WALL

092200.A01 SUSPENDED CEILING SYSTEM

092200.C02 STEEL STUD RUNNER TRACK

092200.D01C STEEL STUD 1 5/8"

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

092900.M05 REVEAL TRIM

096623.B01 PRECAST TERRAZZO

096623.B02 PRECAST TERRAZZO TREADS

AND RISERS

096723.A01 RESINOUS FLOORING

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

3" = 1'-0"

PRECAST TERRAZZO STAIR DETAIL1

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEETS H-AE422 AND H-AE423 FOR TYPICAL

STAIR SECTION AND DETAILS

C. SEE SHEETS H-AE421 FOR TYPICAL ELEVATOR

SECTION AND DETAILS

D. ALL VERTICAL ½” PICKETS TO BE SPACED 4” OC MAX

E. 1 ½” OD GUARDRAIL POSTS TO BE SPACED 5’-0” OC

MAX

F. ALL HANDRAILS TO BE AT 2’-10” ABOVE THE STAIR

TREAD NOSING, OR ABOVE RAMP, U.N.O.

G. ALL GUARDRAILS TO BE 3’-6” AFF U.N.O.

H. PROVIDE SPRAY INSULATION ON BACK OF ALL

EXTERIOR PRECAST CONCRETE PANELS TO EQUAL

R-16

1 (3) 1/2" ABRASIVE INSERTS

2 GLASS FITTING

3 EDGE OF GLASS

4 VERTICALS 3'-0" O.C. SPACING

5 2" x 12" STEEL TUBE STRINGER

6 1/2" THICK

7 THINSET SETTING BED

8 1 1/2" DIA, WOOD

9 BRUSHED STAINLESS STEEL GUARDRAIL

AND CAP

10 3/8" DIA REBAR

11 GYP. BD. INFILL BEYOND

12 STAIR GATE

13 MUD SET

14 STAIR STEEL PAN

1 1/2" = 1'-0"

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

STAIR DETAIL4

1 1/2" = 1'-0"

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

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

RAILING DETAIL6

1 1/2" = 1'-0"

STAIR DETAIL2

1 1/2" = 1'-0"

STAIR DETAIL8

1 1/2" = 1'-0"

STAIR DETAIL9

3" = 1'-0"

STAIR DETAIL10

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

7"

034500.A03 075423.A01

1/2"

1"

SLOPE DN

T.O.P.

076000.M04

3 3 /8"

1/8

9BK

OP

1/2

4 1 /2"

1 1 /2" 3/4

3 1

/4"

7"

1/2"

075423.A01

034500.A03

4 1 /2"

1"

1 1 /2"

. 3/4

3 1 /4"

T.O.P.

9SLOPE DN

BK

OP

1/2"

2" M

IN

055000.F04

072200.P02

075423.A01

072200.R03

034500.A03

1/2"

4"

1"

1/2

4 1 /2"

1/2

T.O.P.

4 3 /8"

1/8

4 3/8"

BK

OP

055000.F04

075423.Q02 076000.M06

072200.P02

075423.A01

072200.R03

4" 1"

T.O.P.

BK

OP

1/2

4 1 /2"

1/2

1/2"

075423.Q02

076000.M06

6.4

075423.A01

072200.P02

072200.R03

48'-2"

TOP OF COPING

054000.D03C

BK

OP

072713.A01

092900.B03

074213.A04C

4 1 /2"

075423.Q02

G

092200.D06C

061000.C11 054000.D06C

074213.A04C

T.O. STUD

45' - 11"

1/ 2"

1/

2"

072713.A01 8

4 1 /2"

074213.A04C

054000.D01

072116.R10

092900.B03 072200.R03

BK

OP

092900.B03 072713.A01

4 1 /2"

074213.A04C

T.O.P.

075423.Q02

075423.A01

054000.D01

9 072713.A01

072200.P02

075423.H11

072200.P02

T.O.P.

1/ 2"

1/

2"

1/ 2"

1"

034500.A03

1/2"

BK

OP

055000.F04 3

075423.A01 072200.R03

075423.Q02 076000.M06

072200.R03

075423.A01

072200.P02

034500.A03

075423.H11

075423.H10

075423.Q02

1' - 0

2"

2"

1" MIN

075423.A01075423.A01

075423.H11075423.H11

075423.H11

NOTE:

OVERFLOW SCUPPER TO BE USED IN CONJUCTION

WITH METAL PANEL GRAVEL STOP (REFER TO DETAIL,

THIS SHEET)

SECTION @ SCUPPER

075423.Q02075423.Q02075423.Q02 075423.Q02

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE504

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

034500.A03 PRECAST CONCRETE WALL PANEL

054000.D01 STEEL STUD

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

055000.F04 CORROSION-RESISTANT CONCRETE

SCREW

061000.C11 PRESSURE TREATED WOOD

BLOCKING

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM PROTECTION

BOARD

072200.R03 TAPERED ROOF INSULATION

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A04C FACTORY INSULATED WALL PANEL 2"

THICK

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL FLASHING

075423.H11 THERMOPLASTIC BASE FLASHING

075423.Q02 MASTIC SEALANT

076000.M04 PARAPET COPING

076000.M06 GRAVEL STOP

092200.D06C STEEL STUD 6"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM SHEATHING

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

2 6-IN WIDE CONCEALED JOINT SPLICE

W/PREFORMED CHANNEL FOR WATER

CONTROL

3 3/16"x1-1/4"

4 20-IN WIDE 20 GA. GALVANIZED CLIP @ 5'-0"

O.C. TYPICAL

5 CUSTOM FASCIA PANEL FORMED IN 10'-0"

LENGTHS

6 SUBSTRATE

7 GRAVEL STOP BY METAL PANEL

MANUFACTURER

8 EXTEND TPO BASE FLASHING OVER FACE

OF WALL 1-1/2" MIN, TYPICAL

9 WELD ALL MEMBRANE SEAMS, TYPICAL

10 ADHERE TPO TO GRAVEL STOP

11 COPING BEYOND

12 FACE OF METAL PANEL TRIM

6" = 1'-0"

CUSTOM COPING @ VERTICAL PRECAST1

6" = 1'-0"

CUSTOM COPING @ SLOPED PRECAST5

6" = 1'-0"

CUSTOM FASCIA @ VERTICAL PRECAST2

6" = 1'-0"

CUSTOM FASCIA @ SLOPED PRECAST4

6" = 1'-0"

METAL PANEL DRIP EDGE @ PENTHOUSE3

7"5"3"1"

6"=1'-0" GRAPHIC SCALE

01/2"

6" = 1'-0"

METAL PANEL COPING @ DINING TRELLIS9 6" = 1'-0"

TYP. METAL PANEL DRIP EDGE8 6" = 1'-0"

CUSTOM FASCIA @ SLOPED PANEL7

6" = 1'-0"

BASE FLASHING10

3" = 1'-0"

OVERFLOW SCUPPER AXONOMETRIC6

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S 1-

-1

BK

H

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S

-0 7-

BK

H

1 1

1 1

1 1

E.1

3"

1' - 4" TYP

3" 2 1/2"

6'-0" CTR'S

3 5/8" 2 1/2"

6"

3 1 /2"

072713.A01 092900.B03 054000.C01

054000.D06C

051200.B03

061000.D14C

7" 11"

5"

3"

ROOF BELOW

074213.A05C

E

2 1/2"

079500.B01

F

6' - 0" CTR'S TYP

051200.B03

054000.C01

092900.B03

072713.A01 074213.A05C

NOT TO SCALE

3'-7".

3'

0"

F

074213.A04C

2 1 /2 "

1 /

2"

092200.D03C

3" 3/4" 3"

3" 3/4

"3

054000.D06C

072100.R3212

H-AE510

3 3/4" TO FACE OF CONCRETE

076000.M04

7"

072713.A01072713.A01

8 1/2" 7" 8 1/2"

034500.A03

1 2

.17

072100.R31

079500.Q15

051200.E03

E.1

7"

2"

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

E

079500.A01

5"

ROOF

034500.A03

2'

- 8

076000.C02076000.C02

079200.Q01

ROOF

077129.C01

9"

ROOF

079500.A01

SL

OP

E

079500.Q15

3" 1 1

/2"

F

3 3/4"

7"

092900.B03 072713.A01

051200.B03

033100.A04 079200.Q02

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE510

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

1 1/2" = 1'-0"

SEISMIC JOINT PLAN DETAIL1

1 1/2" = 1'-0"

SKYLIGHT METAL PANEL DETAIL2

MATERIAL NOTES

033100.A04 CONCRETE WALL

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.B03 STEEL TUBE COLUMN

051200.E03 STEEL PLATE, BENT

054000.C01 STEEL STUD RUNNER TRACK

054000.D06C STEEL STUD 6"

061000.D14C PRESSURE TREATED WOOD

STUD 2x6

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072100.R32 SPRAY-APPLIED FOAM

INSULATION, CLOSE-CELL

072713.A01 SELF-ADHERED MEMBRANE

AIR BARRIER

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

074213.A05C FACTORY INSULATED WALL

PANEL 3" THICK

076000.C02 ROOF-TO-WALL SEISMIC ROOF

EXPANSION JOINT SYSTEM

076000.M04 PARAPET COPING

077129.C01 ROOF-TO-ROOF SEISMIC ROOF

EXPANSION JOINT SYSTEM

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

079500.A01 EXPANSION JOINT, EXTERIOR

METAL FRAME AND COVER

079500.B01 SEISMIC JOINT SYSTEM, WALL

079500.Q15 WEATHER-FACED PREFORMED

FOAM EXPANSION JOINT

092200.D03C STEEL STUD 3 5/8"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

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 SEISMIC JOINT MATERIAL CONTINUES IN

SOFFIT BELOW

2 EACH SIDE OF JOINT IN SOFFIT BELOW

3 EDGE OF SLAB BELOW

4 CURB TO SJ ASSEMBLY

5 SEALANT ABOVE FLASHING

6 LINE OF COPING ABOVE

7 SJ ASSEMBLY CONTINUES OVER COPING

ABOVE

8 INSULATED WATER BARRIER AS PART OF

SEISMIC JOINT ASSEMBLY AND BY SJ MFR.

9 7'-7" TO GRID LINE 6.3

10 METAL CLOSURE TRIM FINISH AND

MATERIAL TO MATCH SEISMIC JOINT

COVER PLATE.

11 6" SQ TUBE POSTS PROVIDED BY METAL

PANEL MFR

12 SEE DETAIL 4/H-AE506 FOR SPRAY FOAM

INSULATION ZONE

13 MANUFACTURED FORMED CORNER

14 SEAL TOP & BOTTOM SIDE BETWEEN

SHEATHING & CONCRETE

15 LINE OF SADDLE FLASHING

16 LINE OF METAL PANEL ABOVE

17 PRECAST THICKNESS VARIES

18 DETAIL REFERENCE OCCURS BELOW

COPING

1 1/2" = 1'-0"

SEISMIC JOINT PLAN DETAIL4

1 1/2" = 1'-0"

SEISMIC JOINT PLAN DETAIL5

3" = 1'-0"

PLAN DETAIL BELOW COPING3

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

Sy m

De sc rip tio n Da te Ap pr ov ed

RE

VI

SE

D

DE

TA

IL

1-

-1

BK

H

CO

RR

EC

TE

D

NO

TE

-0 7-

BK

H

LEVEL 3

31' - 4"

L.9 1'

- 4

054000.D03C

072100.R31

092900.B03

053000.A01 051200.A01 078100.A01

075423.H11 075423.A01 072200.R02

053000.A01

033100.B01

5" 033100.A08

096723.A01096723.A01

11"

1/2

051200.A03 076000.H02

074213.A04C

075423.H10

076000.H02076000.H02

072713.A01

1"

4"

074213.A03

L.9

079200.Q02

074213.A04C 051200.A03

11"

079200.Q02 061000.C03

3/4

1/2

T.O.S.

45'-6 1/4"

051200.A03

051200.E01

L.9

053000.A01

075423.A01 072200.R021/2" / 1'-0"

051200.A01 078100.A01

11"

072200.P02

9.2

L.9

051200.B01 078100.A01

051200.A03

051200.A03

8"

11 7/8"11 7/8"

8" 8"

054000.D03C

092900.B03

072100.R31

076000.H02

054000.D03C 072100.R31

092900.B03

076000.H02

033100.A08

9.2

L.9

8"8"

11 7/8"11 7/8"

8"

051200.B01 078100.A01

051200.A03

074213.A04C

051200.A03

074213.A04C

033100.A08

LEVEL 4

47' - 0"

4"

051200.B02 033100.A01 053000.A01

078100.A01

5 1/2"

051200.B02 078100.A01

033100.A08

096723.A01

079500.B02

1 1/2"

6 1/2" 6 1/2"

1' - 0"

4"

11" 1' - 0"

5 1/2"

1 1/2" 4"

079500.Q15

D

8 1/2" 7" 8 1/2"

2' - 0"

074213.A04C 079200.Q02

055013.E03

051200.B01

078100.A01

033100.A08 079500.B02

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

033100.A08033100.A08

072100.R31

051200.A02 078100.A01

053000.A01 033100.B01 072200.R02

078100.A01

2' - 0"

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

079500.A01

033100.A08 075423.A01

075423.H11075423.H11

072200.R02

072200.P02

033100.J04

LEVEL 4

47' - 0"

053000.A01 033100.B01

051200.A02

079500.C02

061000.C12

072200.P02 075423.A01

8 1/2" 7" 8 1/2"

T.O. MTL.

PNL. MODULE

44' - 8" 089100.K02

055013.E03 079500.Q15

055013.E03 079500.Q15

8 1/2" 7" 8 1/2"

27 27

072116.R10 054000.D06C

092900.B03

092423.A01

072713.A01 092423.A11

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE511

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

1 1/2" = 1'-0"

SECTION AT ROOF SLAB4

30"20"10"2"0

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

2"

MATERIAL NOTES

033100.A01 CAST-IN-PLACE CONCRETE

033100.A08 CONCRETE CURB

033100.B01 CONCRETE SLAB

033100.J04 KEYED JOINT

051200.A01 STEEL BEAM

051200.A02 STEEL WIDE FLANGE BEAM

051200.A03 STEEL TUBE BEAM

051200.B01 STEEL COLUMN

051200.B02 STEEL WIDE FLANGE COLUMN

051200.E01 STEEL ANGLE

053000.A01 STEEL DECK

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

055013.E03 CONTINUOUS STEEL ANGLE

061000.C03 WOOD SHIM

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R02 ROOF INSULATION BOARD

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL FLASHING

075423.H11 THERMOPLASTIC BASE FLASHING

076000.H02 COUNTERFLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q02 BACKSTOP AND SEALANT

079500.A01 EXPANSION JOINT, EXTERIOR

METAL FRAME AND COVER

079500.B02 SEISMIC JOINT SYSTEM, FLOOR

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

079500.Q15 WEATHER-FACED PREFORMED

FOAM EXPANSION JOINT

089100.K02 WIRE BIRD SCREEN

092423.A01 STUCCO

092423.A11 SELF FURRING DIAMOND MESH

LATH

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

096723.A01 RESINOUS FLOORING

1 1/2" = 1'-0"

SECTION AT SOFFIT2 1 1/2" = 1'-0"

SECTION @ PENTHOUSE ROOF1

1 1/2" = 1'-0"

PLAN DETAIL @ SILL FLASHING5

1 1/2" = 1'-0"

PLAN DETAIL ABOVE SILL3

1 METAL PANEL STRUCTURAL STEEL TUBE

SUPPORT BY METAL PANEL

MANUFACTURER

2 INSULATED WATER BARRIER AS PART EXP

JOINT ASSEMBLY AND BY SJ MFR

3 CLOSURE TRIM BY METAL PANEL

MANUFACTURER

4 ANGLE CLIP BY METAL PANEL

MANUFACTURER

5 5" WIDE CONCRETE CURB. HT

DETERMINED BY DETPH OF INSULATION

6 FLOOR SLAB WELD PLATE AT EACH POST.

SPACING DETERMINED BY METAL PANEL

MANUFACTURER FOR SPAN LIMITS.

7 STEEL TUBE COLUMNS BY PANEL

MANUFACTURER AND SPACED IN

ACCORDANCE WITH THEIR DESIGN LIMITS,

NOT TO EXCEED 8'-0" O.C.

8 INFILL AT 1' - 4" CENTERS MAX

9 3/8" DIA SELF-TAPPING BOLTS. SPACE

FASTENERS AT 1'-4" CTRS BEGINNING AT

6" FROM THE TOP AND BOTTOM OF PLATE

(TYP).

10 3/16" STEEL PLATE COLUMN GUARD (5' - 0"

HIGH)

11 HORIZONTAL STEEL TUBE, BELOW

12 3-5/8" STEEL STUD INFILL AT 1'-4"

CENTERS MAX, BELOW HORIZ TUBE

13 PANEL FLASHING BELOW

14 VERTICAL JOINT GASKET

15 HORIZONTAL STEEL TUBE, ABOVE

16 DASHED LINE REPRESENTS FACE OF

METAL PANEL, ABOVE

17 MECHANICAL DUCT

18 SET SILL PAN FLASHING W/ END DAMS @

VERTICAL POSTS IN MASTIC ADHESIVE

19 END DAM FLASHING BEYOND

20 1 #5 REINF HORIZONTAL (CONTINOUS) W/

1#5 VERT DOWL INTO CONCRETE @ 48"

OC

21 WIDTH OF SEISMIC JOINT COVER PLATE

22 EXTENTION OF SEISMIC JOINT ASSEMBLY

23 2 HR FIRE BELLOWS BLANKET IS EXPOSED

IN THIS AREA (NO COVER PLATE)

24 4" X 4" X 1/4" L ANGLE

25 LOUVER SUPPORT ANGLE BEYOND

26 COLUMN FLANGE BEYOND

27 EDGE OF 7"X4"X3/8" ANGLE @ SJ BEYOND

28 SJ IN METAL PANEL SYSTEM BEYOND,

SHOWN IN ELEVATION

29 SIDE OF MECHANICAL DUCT

30 SHEET MTL DUCT SEAL & CLOSURE BY

MECH CONTRACTOR

31 3" X 3" X 1/4" ANGLE BY MTL PANEL MFR

32 7" X 4" X 3/8" ANGLE CONTINUOUS

33 2 HOUR FIRE BARRIER

34 BEARING SLIDE PLATE BY SJ

MANUFACTURER

35 FIRE BARRIER INSTALLER MAY ATTACH TO

EDGE OF SLAB OR BENT PLATE

36 CONCRETE RAMP BEYOND, RAMP TO BE

FORMED AND POURED INTEGRAL WITH

THE FLOOR AND CURB

37 TUBES CONTINUE TO STRUCTURE ABOVE

AT BAYS W/ CROSS-BRACING ONLY

38 2" X 5" ALUMINUM TUBE INFILL BY LOUVER

MANUFACTURER

39 BASE PLATE OR OTHER METHOD OF

ATTACHMENT OF STEEL TUBE TO SLAB

SHALL BE BY THE METAL PANEL

MANUFACTURER

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"

SEISMIC JOINT SECTION DETAIL @

PENTHOUSE FLOOR6 1 1/2" = 1'-0"

SEISMIC JOINT PLAN DETAIL @

PENTHOUSE10

1 1/2" = 1'-0"

SEISMIC JOINT @ ROOF SLAB11

1 1/2" = 1'-0"

SEISMIC JOINT @ LOUVERS7

1 1/2" = 1'-0"

SEISMIC JOINT @ CEILING8

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S

-0 7-

BK

H

6.9

K.2

8"

8" 8"

034500.A03 1

074213.A04C

051200.B03 1

051200.B02

078100.A01

1'

- 1

074213.A03 092200.D03C 072100.R31

079200.Q02

092900.B01C

072713.A01 079200.Q02

3L

6.3 9"3 3/4" 11"

1/2"

/4

1/

2" 057500.M05

079200.Q01

079200.Q02

057500.M05

051200.B01

078100.A01

1" F

IN

079200.Q02

084400.A01

8" 9"

4" 1'

0"

4" 4 1

/4"

092900.A02C

092200.D03C 092900.A02C

051200.B03

084400.M11

079500.A02

051200.B03 051200.B03

092200.D03C

9"

8" 9" 11"

1 1/2"

5"

1"

092900.M04

1"

054000.D06C

074213.A04C

6.3 6.4

079200.Q02

084400.A01

8" 9"

4"

1/ 4"

4" 4 1

/4"

092900.A02C

092200.D03C 092900.A02C

051200.B03

084400.M11

076000.C02 092900.B03

079500.A02

051200.B03

051200.B03

092200.D03C

1"

9"

8" 9" 11"

1 1/2"

5"

1"

092900.M04 13

LEVEL 4

47' - 0"

6.3 6.4

1'

- 8

SLOPE DN

1' - 4 3/4"

076000.C02

051200.A01

078100.A01

051200.A01 078100.A01 092200.C02 053000.A01

072200.P02

076000.H01

072200.R02

075423.H11 075423.H10 092900.B01C

074213.A04C

054000.D03C

072200.P02

072116.R10

051200.E01

H-AE504

033100.B01

051200.E01

075500.R02 072200.P02 075423.A01

054000.D06C

092900.A02C

092200.D03C 092200.D03C

079500.A02

6"

7" 8" 9" 3" 8" 092200.D03C

081113.D01

092900.A02C

092900.B01C

076000.H01

072713.A01

8"

054000.D06C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE513

EX

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

079200.Q02 BACKSTOP AND SEALANT

079500.A02 EXPANSION JOINT, INTERIOR

METAL FRAME AND COVER

081113.D01 STEEL DOOR FRAME

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084400.M11 ALUMINUM CLOSURE TRIM

092200.C02 STEEL STUD RUNNER TRACK

092200.D03C STEEL STUD 3 5/8"

092900.A02C GYPSUM BOARD, FIRE RESISTANT

5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

092900.M04 CORNERBEAD

MATERIAL NOTES

033100.B01 CONCRETE SLAB

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A01 STEEL BEAM

051200.B01 STEEL COLUMN

051200.B02 STEEL WIDE FLANGE COLUMN

051200.B03 STEEL TUBE COLUMN

051200.E01 STEEL ANGLE

053000.A01 STEEL DECK

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

057500.M05 COLUMN COVER

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R02 ROOF INSULATION BOARD

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A03 WALL LINER PANEL

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL FLASHING

075423.H11 THERMOPLASTIC BASE FLASHING

075500.R02 ROOF INSULATION BOARD

076000.C02 ROOF-TO-WALL SEISMIC ROOF

EXPANSION JOINT SYSTEM

076000.H01 METAL FLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q01 JOINT SEALANT

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 SLOPING, REFER TO ELEVATION VIEW

2 METAL PANEL EDGE TRIM. SLOPE EDGE

TO MATCH PRECAST

3 STEEL STRUCTURE BY METAL PANEL

MANUFACTURER

4 6X6 CONCRETE CURB

5 3/16" STEEL PLATE COLUMN GUARD

(5' - 0" HIGH)

6 NOT USED

7 CURTAIN WALL SILL EXTENSION

8 LINE OF FINISHED WALL BELOW

9 EDGE OF SLAB AND FACE OF 16"X12" D.

CURTAINWALL TUBE SUPPORT

10 VERTICAL CURTAIN WALL EXTENSION

11 LINE OF SHEATHING BELOW METAL PANEL

SILL FLASHING

12 WELD

13 CONTINUOUS 16 GA SHEET METAL ANGLE

BY SEISMIC JOINT INSTALLER

14 CONTINUOUS P.T. BLOCKING

15 INSULATED WATER BARRIER BY SJ MFR.

WATER BARRIER SLOPES FOR INTERNAL

SECONDARY DRAINAGE

17 FRAMING AS REQUIRED BY PANEL

MANUFACTURER TO ALLOW ATTACHMENT

OF PANELS @ SLOPED END CONDITION

19 FACE OF CURTAIN WALL SUPPORT TUBE

20 COUNTERFLASHING BY SEISMIC JT MFR

21 20 GA FLASHING AND CONTINUOUS

BACKING PLATE FLASHING BY METAL

SIDING MFR.

1 1/2" = 1'-0"

PLAN DETAIL2

1 1/2" = 1'-0"

PLAN DETAIL1

1 1/2" = 1'-0"

PENTHOUSE CONNECTOR LEVEL 34 1 1/2" = 1'-0"

SECTION DETAIL3

Sy m

De sc rip tio n Da te Ap pr ov ed

RE

VI

SE

D

DE

TA

IL

1-

-1

BK

H

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

G

6.76.6

074213.A04C

057300.A03

051200.B02

078100.A01

9 3/4"

092200.D03C

054000.D06C

084400.A01

074213.A04C

079200.Q02

051200.E01 051200.A03

079200.Q02

097813.A03

054000.D06C

2"

057500.M05

F

1.8

8"

7" 2" 7"

6"

079200.Q02

084400.A01 092900.A01C

072100.R31

034500.A03

051200.B01

078100.A01

092200.D01C

092200.D01C

092200.D03C

G

6.3

11 1/4" 8"

11 1/4"

092900.A02C

074213.A04C

084400.A01

057500.M05 079200.Q02 097813.A03079200.Q02

092200.D03C

092900.C03C

092200.D54C

092200.D54C 078100.B01 31

092200.D03C

H.3

6.7

7" 1'

- 2

2" 7"

034500.A03

092200.D03C 092900.B01C

4 1 /2"

3 078400.A02

6.6

079500.A01

079200.Q01

5"

1' - 7"

1"

072100.R31

5" 6"

1"

3"

084400.A01

9 1 /2"051200.E03

2"1"

9 1 /2"

5"

051200.E03

16 079200.Q14079200.Q14

5"

034500.A03

9 1/2"

051200.E01

076000.F04

TOP

17'-1"

076000.C02076000.C02

079200.Q14 16

H

6.3

H.3

6.4

092900.A01C

084400.A01

5"

1' - 8"

9"

10 1/2"

5"

079200.Q02

079500.C02 072100.R31

079500.A02

034500.A03 076000.C02

079200.Q02

092200.D03C 078100.A01 051200.B01

8" 7"

7" 1'

- 9

074213.A04C

9"6 1/4"

061000.C03

092200.D03C

1'

- 6

1"

1 1 /4"

(SHOWN HATCHED)

092200.D03C

054000.D03C

092900.A01C 092900.M04

3 3 /8"

5"

2"

4'

- 4

G

6.7

6.6

088100.A22

078100.A01

074213.A04C

092900.A01 072713.A01079200.Q02

079200.Q02

061000.C03

10"

8"

092200.D03C

083213.A02 27

097813.A05

066116.N05

092200.C02 092200.D03C

097813.A01 092200.E01C

061000.C03

3"

079200.Q02057500.M05

6" 2"

1' - 9 1/4"

057500.M05 092200.D03C

2 1 /4"

092900.A01C 097813.A05

051200.B02066116.N05

4"

079200.Q02 084400.A01

084400.A01

088100.A22

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE515

EX

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

066116.N05 QUARTZ SOLID SURFACING

MATERIAL

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R20 SOUND ATTENUATION BATTS

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

076000.C02 ROOF-TO-WALL SEISMIC ROOF

EXPANSION JOINT SYSTEM

076000.F04 FASTENER WITH NEOPRENE

WASHER

078100.A01 SPRAY-APPLIED FIREPROOFING

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

078400.A02 FIRESAFING SYSTEM

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

079200.Q14 PREFORMED FOAM JOINT FILLER

079500.A01 EXPANSION JOINT, EXTERIOR

METAL FRAME AND COVER

079500.A02 EXPANSION JOINT, INTERIOR

METAL FRAME AND COVER

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

083213.A02 SINGLE TRACK SLIDING SYSTEM

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

088100.A22 INSULATING-LAMINATED GLASS

UNIT

092200.C02 STEEL STUD RUNNER TRACK

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

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

092200.E01C STEEL BACKING PLATE 1/16"

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.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.C03C GYPSUM BOARD, SHAFTWALL

LINER PANEL 1"

092900.M04 CORNERBEAD

097813.A01 MODULAR WALL PANEL SYSTEM,

WOOD FINISH

097813.A03 MODULAR WALL PANEL SYSTEM,

METAL FINISH

097813.A05 METAL CORNER TRIM

MATERIAL NOTES

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A03 STEEL TUBE BEAM

051200.B01 STEEL COLUMN

051200.B02 STEEL WIDE FLANGE COLUMN

051200.E01 STEEL ANGLE

051200.E03 STEEL PLATE, BENT

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

057300.A03 STAINLESS STEEL DECORATIVE

RAILING

057500.M05 COLUMN COVER

061000.C03 WOOD SHIM

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 8" x 2" x 3/8" ANCHOR TO SLAB AND CONC

STEM WALL

2 DASHED LINE INDICATES LIMITS OF

EXPANSION

3 EDGE OF SLAB - FILL SPACE BETWEEN

PRECAST PANEL & SLAB EDGE WITH FIRE

SAFING MATERIAL

4 HOLD GUARD RAILING 3" FROM FACE OF

PRECAST WALL

5 STAINLESS STEEL GUARDRAIL SYSTEM

6 EDGE OF PAVERS

7 CONC CURB

8 SS GUARDRAIL MOUNTING BRACKET

9 FACE OF CONC & STEEL TUBE BEYOND

(SHOWN DASHED)

10 CLIP ANGLE FROM CONC TO STEEL TUBE

BEYOND

11 EXP JT COVER PLATE CONTINUES DOWN

SIDE OF BUILDING & BACK OF PARAPET

12 EXP JT MFR TO PROVIDE MIN 14GA STEEL

COVER PLATE, OR 1/8" THK ALUM PLATE

EXTRUSION

13 LINE OF EXPANSION COVER AT TOP OF

WALL

14 LINE OF STEEL ANGLE AT TOP OF WALL

ABOVE

15 METAL TRIM CLOSURE BY CW

MANUFACTURER

16 WEATHERFACED

17 EDGE OF SLAB

18 AT FLOOR SLAB BELOW

19 STOREFRONT ENTRANCE DOOR

20 CURTAINWALL MULLION BEYOND

21 LINE OF COPING CAP BELOW

22 INSULATED WATER/WEATHER BARRIER AS

PART OF SEISMIC JOINT ASSEMBLY BY

JOINT MFR

23 LINE OF SADDLE FLASHING BELOW

24 BACK OF CURTAINWALL

25 18'-0" SLIDING WALL SYSTEM OPENING

26 ALIGN FACE OF WOOD VENEER FINISH AND

FACE OF QUARTZ FINISH TO BE FLUSH

DOOR JAMB SIDE ONLY

27 SLIDING WALL PANEL SYSTEM

28 BELOW

29 8 X 3 X 1/4" BENT PLATE CONTINUOUS,

BOTH SIDES OF COLUMN

30 CONTINUOUS FLASHING. COLOR TO

MATCH CURTAIN WALL SYSTEM FRAMING

31 1-HOUR

1 1/2" = 1'-0"

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

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

PLAN DETAIL1

1 1/2" = 1'-0"

SEISMIC JOINT DETAIL5

1 1/2" = 1'-0"

SEISMIC JOINT SECTION6

1 1/2" = 1'-0"

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

PLAN DETAIL7

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

054000.D06C

054000.C01

076000.M04

092900.B01C

6.25

088100.A16

084400.A01

088100.A16

095100.A01

078100.B01

075423.A01

051200.E03

072713.A01

3 1/2"

5.96.2

1' - 0"

095100.A01

054000.D06C

078100.B01

034500.A01

075423.A01

092200.D03C

092200.D03C 092200.D01C

034500.A03

055913.A01

051200.E03

1"

072713.A01072713.A01

076000.H02

H-AE504

BK

OP

2' - 0" TYP.

2"

1'

- 0

2"

074213.A04C

3'- 0"

H-AE520

051200.A03

055913.A01

H-AE504

SIM

033000.A02

6.2

054000.D06C 092900.B01C

072200.P02 072200.R03

054000.C01

076000.H02 A

8"

2"

084400.A01 076000.H01 075423.H10

075423.A01

072200.P02 072200.R03

092900.B01C

054000.D06C

6.2

Z.5

055013.A03

034500.A03

051200.B03

084400.A01

033100.A03

079200.Q02

079200.Q02

061000.C03 079200.Q01

1 1/2"

076000.H01

076000.H01

072100.R31 092900.A01C

079200.Q01

072116.R10

034500.A03

7" 1' - 0"

092200.D02C

034500.A03

076000.M04

055913.A01

H-AE504

OPH

BK

OP

3055013

EQ EQ

1"

055913.A01 2

055000.F02

055000.F02

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE520

EX

TE

RI

OR

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

088100.A16 SPANDREL GLASS

092200.D01C STEEL STUD 1 5/8"

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

095100.A01 ACOUSTICAL CEILING UNITS

MATERIAL NOTES

033000.A02 CONCRETE BEAM

033100.A03 CONCRETE COLUMN

034500.A01 PRECAST CONCRETE SHAPE

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A02 STEEL WIDE FLANGE BEAM

051200.A03 STEEL TUBE BEAM

051200.B03 STEEL TUBE COLUMN

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

054000.C01 STEEL STUD RUNNER TRACK

054000.D06C STEEL STUD 6"

055000.F02 SHEET METAL SCREW

055013 MISCELLANEOUS METAL

FABRICATIONS

055013.A03 STEEL TUBE

055913.A01 TRELLIS FRAMING SYSTEM

061000.C03 WOOD SHIM

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

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H10 THERMOPLASTIC WALL

FLASHING

076000.H01 METAL FLASHING

076000.H02 COUNTERFLASHING

076000.M04 PARAPET COPING

078100.A01 SPRAY-APPLIED FIREPROOFING

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

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"

1 1/2" = 1'-0"

ROOF DETAIL1

1 SPRAY-APPLIED FIREPROOFING TO

ACHIEVE 2-HR RATED STRUCTURE

2 BEAM MEMBER

3 SECURITY MESH; REFER TO SPEC

SECTION 055013

4 MANUALLY OPERATED

5 CAST IN PLACE CONCRETE RETAINING

WALL BELOW

6 APPLY INTUMESCENT PAINT

7 SAWCUT, FILL WITH EPOXY

8 NOT USED

9 METAL CLOSURE PANEL BY C.W.

MANUFACTURER

10 SPANDREL PANEL

11 SECTIONAL OVERHEAD DOOR TRACK

12 CONTINUOUS CHANNEL FRAME

13 ALUMINUM CLIP ANGLE

14 REVEAL BELOW

1 1/2" = 1'-0"

ROOF DETAIL2

1 1/2" = 1'-0"

MRI TRELLIS DETAIL4

1 1/2" = 1'-0"

MRI ROOF DTL @ PRECAST WALL5 1 1/2" = 1'-0"

ROOF DETAIL6

3" = 1'-0"

PLAN DETAIL3

1 1/2" = 1'-0"

SECTION DETAIL7 3" = 1'-0"

SECTION DETAIL8 3" = 1'-0"

SECTION DETAIL9

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

LEVEL 4

47' - 0"

074213.A04C

078400.Q01 092900.A01

092200.D03C 092900.A01

072100.R31 092200.D01C 092900.B01C

051200.A01 078100.A01

9" 3"

7"

092200.D06C

092900.B01C

051200.A03

051200.E02

9"

H-AE507

E

076000.H01 061000.C12

SLOPE DN

BK

OP

092300.N04

LEVEL 4

47' - 0"

7.7

072200.R02 072200.P02 075423.H11

051200.E01

053000.A01

051200.A01 078100.A01

H-AE511

074213.A04C

9"

SIM

072713.A01 092900.B03

3"

6"

SL

A B

R

OO

F

SL

OP

E

DI

M

VA

RI

ES

P

ER

EMBED WELD PLATE

(BEAM SLOPES

WITH SLAB)

EDGE OF LANDING

SLAB BEYOND

092300.N04

092900.A01092900.A01

092200.D03C 092900.A01092900.A01

051200.A01

078100.B01

10 1/4" E

051200.E01

096723.A01 033100.B06

092900.A01C 092200.D01C

7.7075423.A01 072200.P02

072200.R02

074213.A04C

051200.A01 078100.A01

053000.A07

092900.A01092900.A01

054000.D06C

H-AE504

SIM

072116.R10

092900.B03

092900.B03 072713.A01

092423.A01 092423.A11

072116.R10

074213.A04C

075423.A01

072200.R02

053000.A01

092900.B01C072200.P02

072713.A01

BK

OP

054000.D06C

054000.D06C

051200.A01

078100.A01

092423.M01 079200.Q01

2' - 5"

034500.A03

092423.M01 079200.Q01

092900.B01C

054000.D06C

7.7

072116.R10 074213.A04C 054000.D06C

051200.A01 078100.A01

092900.A01

054000.D06C

092900.B03

072200.P02

053000.A07

7"

11"

075423.A01

076000.M04

054000.C01

054000.D06C

054000.D06C

072116.R10

072200.R02 092900.B03

089100.A01 089100.K02

H-AE504

SIM

076000.H02

075423.H11

LEVEL 2

15' - 8"

E

092900.A01C

051200.A02 078100.B01

092200.D01C

092900.A01092900.A01

092200.D03C

092900.A01092900.A01 092300.N04

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE531

ST

AI

R

EN

VE

LO

PE

D

ET

AI

LS

Au tho r

De sig ne r

PA

W

H-

AE

1 1/2" = 1'-0"

SECTION DETAIL STAIR 1 @ PRECAST1

1 1/2" = 1'-0"

SECTION DETAIL STAIR 1 @ LEVEL 44

1 1/2" = 1'-0"

SECTION DETAIL STAIR 1 @ LEVEL 43

1 1/2" = 1'-0"

SECTION DETAIL STAIR 1 @ ROOF2

30"20"10"2"0

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

2"

MATERIAL NOTES

033100.B06 LIGHTWEIGHT AGGREGATE

STRUCTURAL CONCRETE

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A01 STEEL BEAM

051200.A02 STEEL WIDE FLANGE BEAM

051200.E01 STEEL ANGLE

053000.A01 STEEL DECK

053000.A07 STEEL ROOF DECK

054000.C01 STEEL STUD RUNNER TRACK

054000.D06C STEEL STUD 6"

061000.C12 CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM

PROTECTION BOARD

072200.R02 ROOF INSULATION BOARD

072713.A01 SELF-ADHERED MEMBRANE AIR

BARRIER

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

075423.A01 SINGLE PLY THERMOPLASTIC

ROOFING SYSTEM

075423.H11 THERMOPLASTIC BASE

FLASHING

076000.H01 METAL FLASHING

076000.H02 COUNTERFLASHING

076000.M04 PARAPET COPING

078100.A01 SPRAY-APPLIED FIREPROOFING

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

078400.Q01 FIRESTOPPING SEALANT

079200.Q01 JOINT SEALANT

089100.A01 EXTRUDED ALUMINUM WALL

LOUVER

089100.K02 WIRE BIRD SCREEN

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092300.N04 ACOUSTICAL PLASTER FINISH

092423.A01 STUCCO

092423.A11 SELF FURRING DIAMOND MESH

LATH

092423.M01 CASING BEAD

092900.A01 GYPSUM BOARD, REGULAR

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

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

096723.A01 RESINOUS FLOORING

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 STEEL STRUCTURE BY METAL PANEL MANUFACTURER

2 BACK OF PRECAST

4 TOP OF METAL PANELS BEYOND

5 LINE OF LOUVER BEYOND STAIR (BOTH SIDES)

6 LINE OF BOTTOM OF PANEL BEYOND STAIR (BOTH SIDES)

7 ALUMINUM TUBE BY LOUVER MANUFACTURER

8 METAL PANEL JOINTS BEYOND

9 PROVIDE SADDLE FLASHING AT INTERFACE WITH WALL

BEYOND

10 LINE OF PARAPET CONTINUING BEYOND

11 LINE OF BEAM & FIRE PROOFING BEYOND

1 1/2" = 1'-0"

SECTION @ STAIR 1 ROOF TO

PENTHOUSE TRANSITION5

1 1/2" = 1'-0"

SECTION @ STAIR 1 ROOF TO

PENTHOUSE CLOSURE6

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

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S

CH

AN

GE

S

-0 7-

BK

H

1 1/2" = 1'-0"

SECTION DETAIL STAIR 17

1.6

2" 5"

4" 5 1/2"

034500.A03

079200.Q02

051200.B03

078100.A01

072100.R31

092900.A01C 092200.D01C

092200.D03C

034500.A03

1.8 7" 2" 7"

2" 5"

092900.A01C 072100.R31 092200.D03C

092900.A02C

092900.A02C

072116.R10

092900.A01C

078400.Q01

034500.A03 034500.A03

072100.R31

1.8

7" 9"

034500.A03

092200.D03C

092900.A01C

2"

1.8

8"

084423.A01 078100.B01

084400.A01

092900.A02C 092200.D03C

092900.A01C

6 051200.B03 079200.Q02

079200.Q02 092900.A01C

092200.D03C

092900.M04

092200.D03C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE535

EX

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

PA

W

H-

AE

MATERIAL NOTES

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.B03 STEEL TUBE COLUMN

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION, UNFACED

078100.A01 SPRAY-APPLIED FIREPROOFING

078100.B01 INTUMESCENT FIRE-RESISTIVE

COATING SYSTEM

078400.Q01 FIRESTOPPING SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084423.A01 FIRE RATED GLAZED STEEL

CURTAIN WALL

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE RESISTANT

5/8"

092900.M04 CORNERBEAD

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 STRUCTURE SLOPES. REFER TO

SECTIONS FOR CLARIFICATION

2 LINE OF FINISHED ROOF BELOW

3 LINE OF PRECAST PANEL BELOW COPING

4 2-HR WALL. REFER TO WALL TYPE

REFERENCE ON FLOOR PLANS

5 1-HR WALL. REFER TO WALL TYPE

REFERENCE ON FLOOR PLANS

6 THIS WALL SLOPES WITH CURTAIN WALL

7 INSIDE CORNER FLASHING BY CURTAIN

WALL MANUFACTURER, SET IN

CONTINUOUS BEAD OF SEALANT

8 SEE STRUCTURAL FOR SIZE AND

LOCATION

1 1/2" = 1'-0"

STAIR 3 PLAN DETAIL3

1 1/2" = 1'-0"

STAIR 3 PLAN DETAIL2

1 1/2" = 1'-0"

STAIR 3 PLAN DETAIL4

1 1/2" = 1'-0"

STAIR 3 PLAN DETAIL1

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S

-0 7-

BK

H

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

051200.E03 051200.A05

072116.R1011

076000.H02

BK

OP

075423.H10

3/4

054000.D06C14

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

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

AM-06

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

054000.D06C STEEL STUD 6"

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)

12 CONTINUOUS 1" X 6" SHIM

13 CARRY INTERNAL VERTICAL CURTAIN

WALL SUPPORT STEEL AT EACH MULLION

AND CLIP ANCHOR TO SLAB

14 PROVIDE STEEL STUD INFILL BETWEEN

CURTAIN WALL SUPPORT STEEL AT 1'-4"

MAX. SPACING

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

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

075423.A01

075423.H11

077200.A01

" M

IN

055100.A01

072200.R02

072200.P02

077200.R01 12

055013.E06 17

055013.E03 18

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

MI

N.

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

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

AM-06

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.E03 CONTINUOUS STEEL ANGLE

055013.E06 STEEL PLATE

055013.Z02 STAINLESS STEEL EYEHOOK

055100.A01 STEEL STAIR

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

14 TPO COATED METAL

15 OPTIONAL WOOD BLOCKING VARIES BASED

ON SIZE OF PENETRATION

16 4'-0" X 4'-0" ROOF SCUTTLE, TYPICAL.

17 CONTINUOUS PLATE SURROUND. 3/16" X 5"

HIGH WELDED TO ANGLE.

18 ANGLE FRAME SURROUNDS OPENING. SEE

STRUCTURAL DRAWIGNS

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

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

OU

S

CH

AN

GE

S

-0 7-

BK

H

6.3

J

6.4

10 1/2" 10 1/2"

1'

- 0

9 1/2"

072116.R20

078100.A01

051200.B01

092900.A01C 092200.D03C

092200.C02

092200.D01C 092900.A01C

072116.R20 092200.D03C

092900.A01C

092900.A01C 072116.R20

092900.A01C 092200.D03C 092900.A01C

079500.B01

C

072116.R20

072116.R20

092200.W40

078100.A01

1'

- 4

1/ 2"

10 1/2"

2 1/2"

1' - 6"

092200.D03C

092200.D03C

092900.A02C

051200.B01

092900.A02C

092200.D03C

092900.A02C

092900.A01C 092200.D01C

092200.D03C 092900.A01C

1' - 0" 1' - 0"

079500.C02

079500.B01

079500.B01

092900.A01C

1'

- 2

079200.Q02 1/2"

079200.Q02

1/2"

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE558

IN

TE

RI

OR

P

LA

N

DE

TA

ILS

Au tho r

De sig ne r

Ch ec ke r

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

051200.B01 STEEL COLUMN

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED FIREPROOFING

079200.Q02 BACKSTOP AND SEALANT

079500.B01 SEISMIC JOINT SYSTEM, WALL

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

092200.C02 STEEL STUD RUNNER TRACK

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092200.W40 SECURITY MESH

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.A02C GYPSUM BOARD, FIRE

RESISTANT 5/8"

1 5" SEISMIC JOINT AT WALL

2 AT FLOOR JOINT

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

1 1/2" = 1'-0"3 PLAN DETAIL

Sy m

De sc rip tio n Da te Ap pr ov ed

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S 1-

-1

BK

H

MI

SC

EL

LA

NE

O U

S

CH

AN

GE

S

-0 7-

BK

H

A12Q

STC

ASSEMBLY

RATING

SUPPORT &

SUBSTRATE

OPTION (S) *

- 35

- 40

- 555

A-Z- NONE0

- 453

PARTITION TYPE SYMBOL

- 504

SECTION OF

ASSEMBLY

A-Z

ASSEMBLY

FIRE

RATING

-1 HR FIRE

-2 HR FIRE

-SMOKE

PARTITION

- NONE0

-1HR

FIRE/SMOKE

-2HR

FIRE/SMOKE

- 606

PARTITION TYPES NAMING CONVENTION

* - REFER TO PARTITION DESCRIPTIONS

FOR DEFINITION OF OPTIONS

-SMOKE

BARRIER

042000.D03C

042000.D03C

BOTTOM OF

STRUCTURE5

042000.D03C

042000.D03C

BOTTOM OF

STRUCTURE

092200.D01C

092900.A01C

079200.Q01

042000.D03C

042000.D03C

8" CONCRETE PLANK.

SEE STRUCTURAL

042000.D05

079200.Q01

092200.C02

092200.D03C

092200.C02

H-AE567

SIM

6"

062000.P05 062000.M21

092900.B01C 066116.N05

TO

" A

FF

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

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

AM-06

H-AE565

PA

RT

IT

IO

N

TY

PE

S

Au tho r

De sig ne r

Ch ec ke r

H-

AE

WALL ASSEMBLY U

CMU WALL

TYPE DESCRIPTION

U02A 6" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U906

U04A 8" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT.

U14A 8" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

U23B 6" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U906

U24A 8" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

U52A 6" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U906

U54A 8" CMU TO STRUCTURE ABOVE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

WALL ASSEMBLY X

CMU WALL W/ FURRING

TYPE DESCRIPTION

X00A EXISTING 8" CMU TO STRUCTURE ABOVE,

W/ 3/4" HAT CHANNEL AND 5/8" GYPSUM

BOARD 1 SIDE TO 9'-0"

X04A 8" CMU TO STRUCTURE ABOVE, 1 5/8"

METAL STUD W/ 5/8" GYPSUM BOARD 1

SIDE. SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

X04B 8" CMU TO STRUCTURE ABOVE, 1 5/8"

METAL STUD W/ 5/8" GLASS MAT TILE

BACKER BOARD 1 SIDE. SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

X14A 8" CMU TO STRUCTURE ABOVE, 1 5/8"

METAL STUD W/ 5/8" GYPSUM BOARD 1

SIDE. SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

X24A 8" CMU TO STRUCTURE ABOVE, 1 5/8"

METAL STUD W/ 5/8" GYPSUM BOARD 1

SIDE. SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT. UL U905

MATERIAL NOTES

042000.D03C CMU 8"

042000.D05 CMU BOND BEAM

062000.M21 WOOD VENEER

062000.P05 MEDIUM DENSITY FIBERBOARD

066116.N05 QUARTZ SOLID SURFACING

MATERIAL

079200.Q01 JOINT SEALANT

092200.C02 STEEL STUD RUNNER TRACK

092200.D01C STEEL STUD 1 5/8"

092200.D03C STEEL STUD 3 5/8"

092900.A01C GYPSUM BOARD, REGULAR 5/8"

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. EXTEND FIRE RATED WALL CONSTRUCTION BEHIND

RECESSED OR BUILT-IN EQUIPMENT SUCH AS FIRE

EXTINGUISHER CABINETS (FEC), ELECTRICAL WATER

COOLERS (EWC), ELECTRIC PANELS, ETC.

C. PROVIDE AND INSTALL ALL STIFFENERS, BRACING,

BACK UP PLATES AND SUPPORTING BRACKETS

REQUIRED FOR THE INSTALLATION OF ALL

CASEWORK AND OF ALL FLOOR MOUNTED OR

SUSPENDED MECHANICAL OR ELECTRICAL

EQUIPMENT.

D. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL

AND PLUMBING ITEMS PENETRATE PARTITIONS,

STUDS SHALL BE BRACED AND FRAMED TO

STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE

SUPPORT. ALL PENETRATIONS THROUGH RATED

WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE,

AND/OR ACOUSTICAL ISOLATION OF SPACES WITH

APPROPRIATE FIRESTOP MATERIAL.

E. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL,

TELEPHONE, OR OTHER OUTLETS. EXCEPT WHERE

SPECIFICALLY…