PART3of3-DRAW-AM 5 - 02-02-12.pdf

PDF 5 MB Posted Feb 2, 2012

Attached to: Fort Irwin Replacement Hospital, Fort Irwin, San Bernardino County, California
Solicitation number: W912PL-12-R-0008
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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Amendment 5 - Part 3 of 3 amended drawings

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File	Type	Posted
am9_W912PL-12-R-0008.pdf	PDF	Feb 16, 2012
am8_W912PL-12-R-0008.pdf	PDF	Feb 14, 2012
Amended J A Redacted Version_13Feb2012.pdf	PDF	Feb 14, 2012
am7_W912PL-12-R-0008.pdf	PDF	Feb 10, 2012
am7_W912PL-12-R-0008.pdf	PDF	Feb 9, 2012
PART2of4AM-06_DRAW.pdf	PDF	Feb 8, 2012
PART4of4AM-06_DRAW.pdf	PDF	Feb 8, 2012
PART3of4AM-06_DRAW.pdf	PDF	Feb 8, 2012
PART1of4AM-06_DRAW.pdf	PDF	Feb 8, 2012
am6_W912PL-12-R-0008.pdf	PDF	Feb 8, 2012
PART2of3-DRAW-AM 5 - 02-02-12.pdf	PDF	Feb 2, 2012
PART1of3-DRAW-AM 5 - 02-02-12.pdf	PDF	Feb 2, 2012
AM-05_SPECS.pdf	PDF	Feb 2, 2012
am4_W912PL-12-R-0008.pdf	PDF	Jan 24, 2012
Hospital Business Forum-Site Walk Attendee list 01-18-12.pdf	PDF	Jan 20, 2012
am3_W912PL-12-R-0008.pdf	PDF	Jan 17, 2012
am2_W912PL-12-R-0008.pdf	PDF	Jan 13, 2012
am1_W912PL-12-R-0008.pdf	PDF	Jan 6, 2012
J A_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_5A_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_5B_150 shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1F_30 shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_3D_100shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_4B_97shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_4A_150shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1C_25shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6E_6shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1D_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_5C_202shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6F_5shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_2B_173shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Spec_Vol 1_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6D_112shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6C_100shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6A_100shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_3A_25shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Spec_Vol 3_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_6B_100shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_3C_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1E_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_2A_200shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_3E_105shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1A_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Spec_Vol 2_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_1B_50shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011
Drwgs_Vol_3B_25shts_W912PL-12-R-0008.pdf	PDF	Dec 23, 2011

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6.3

E.1

4.5

SERVERY

H-AE596

1 SIM

9' - 0" 8' - 3"

10' - 0"

8' - 10"

8' - 0"

10' - 0"

H-AE596

SIM

2' - 3 1/2"

- 0

- 3 1/

2' - 3 1/4"

2' - 0"

DINING

WASHING

23' - 7 1/2"

21' - 7"

2' - 9"

H-AE650

SIM

9' - 0"

8' - 3"

R 24' - 4 1/2" 4' - 10"

1' - 3 1/2"

O F W

- 0

- 8

1' - 0"

A.3

TRAUMA

10' - 0"

- 6

EQ EQ

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1' -0

AM-05

H-AE433

LIN

Au tho r

De sig ne r

Ch ec ke r

H-

1/4"=1'-0" GRAPHIC SCALE

15'10'5'1'01'

1/4" = 1'-0"1 ENLARGED REFLECTED CEILING PLAN

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. SEE SHEETS H-LS111 – H-LS144 FOR 1/8” SCALE LIFE

SAFETY PLANS

C. ALL CEILINGS ARE 9'-0" AFF UNO.

D. ALL SOFFITS ARE 8'-0" AFF UNO.

E. SEE SHEETS H-AF600 - H-AF618 FOR FINISH

SCHEDULES.

F. SEE ELECTRICAL DRAWINGS H-EL & H-ET FOR

COORDINATION OF ALL ELECTRICAL ITEMS SHOWN IN

CEILING PLAN.

G. SEE MECHANICAL DRAWINGS H-MH FOR

COORDINATION OF ALL MECHANICAL ITEMS SHOWN IN

THE CEILING PLAN.

H. SEE EQUIPMENT PLANS H-QE111A-H-QE134D FOR

CEILING MOUNTED EQUIPMENT.

I. COMMUNICATION DEVICES AND CEILING MOUNTED

EQUIPMENT TO BE CENTERED IN CEILING TILE UNO.

J. SEE SHEETS H-AE581 AND H-AE583 FOR TYPICAL

SEISMIC JOINT DETAILS.

K. SEE SHEETS H-AE591 TO H-AE597 FOR TYPICAL

CEILING DETAILS.

L. ALL DIMENSIONS OF FIXTURES ARE TO CENTER LINE

UNO.

M. ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNO.

N. IN CASE OF DISCREPENCIES IN LOCATION OF

COMPONENTS WITH ELECTRICAL DRAWINGS, THE

REFLECTED CEILING PLAN SHALL GOVERN.

O. SINGLE LIGHT FIXTURES IN GYPSUM BOARD CEILINGS

TO BE CENTERED IN BOTH DIRECTIONS UNO.

P. ACCESS PANELS TO BE PAINTED TO MATCH

ADJACENT CEILING FINISH UNO.

Q. ALL CEILING HEIGHTS ARE ABOVE FINISHED FLOOR.

R. SEE SHEETS H-AE161, H-AE171, H-AE181 AND H-AE191

FOR CEILING PLAN SYMBOLS LEGEND.

1 SEE DETAIL 4/H-AE581

2 SEE DETAIL 1/H-AE650

3 2' X 2' ACCESS PANEL

1/4" = 1'-0"

CEILING DETAIL2

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

LEVEL 3

31' - 4"

2' - 10"

15°

- 3

053000.A01 033100.A05

033100.B07

076000.H01

075500.A02

075500.R02

075500.A04 075500.B01

034500.A01 17

9" 3"

079200.Q01

2"4" 2"

1' - 8"

- 7

055913.B02

079200.Q02

072100.R31

034500.A03

092200.D03C

5 1/4"

8" 1'

- 2

1 1/2"

TYP.

1 3/8"

1/2"7"

051200.E01051200.E01

051200.E10

095100.A01

092900.A02C

7 8

15079200.Q01

055913.T01 055913.B03

055913.E01 6.3

051200.E01 092200.D03C 051200.B01 078100.A01

092900.B01C 092200.D02C

051200.E01 078400.Q01

084400.A01 088100.A19

092900.B03

074213.A04C

071353.A01

1/2"

4 3/4"

6 1 /2"

P.5"

4 11

055913.B03

EIG

TUBE WIDTH

1 1/2" SURROUND

FACE OF PANEL

1" BEYOND

FACE OF PANEL

1/2" BEYOND

FASTENERS SET IN

SEALANT

SEAL PERIMETER

NOTE:

WATER BARRIER SHALL

LAP OVER FLASHING

BOOT @ FACE OF WALL

1' - 0" 3' - 2" 1' - 0" 2'

- 8

- 1

3" 4" 3" 11"

4 1/2" 3" 4 1/2"

055913.B02

075500.B01

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

As in dic ate d

AM-05

H-AE519

Au tho r

De sig ne r

H-

30"20"10"2"0

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

MATERIAL NOTES

092900.B01C GYPSUM BOARD, GLASS MAT

FACED 5/8"

092900.B03 GLASS MAT COVERED OR

REINFORCED GYPSUM

SHEATHING

095100.A01 ACOUSTICAL CEILING UNITS

MATERIAL NOTES

033100.A05 CONCRETE FLOOR

033100.B07 BONDED CONCRETE TOPPING

034500.A01 PRECAST CONCRETE SHAPE

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.B01 STEEL COLUMN

051200.E01 STEEL ANGLE

051200.E10 EMBEDDED STEEL PLATE

053000.A01 STEEL DECK

055913.B02 TRELLIS COLUMN

055913.B03 TRELLIS SUPPORT BEAM

055913.E01 TRELLIS MOUNTING PLATE

055913.T01 TRELLIS ANCHOR

071353.A01 COMPOSITE, SELF-ADHERING

SHEET MEMBRANE

WATERPROOFING

072100.R31 SPRAY-APPLIED FOAM

INSULATION

074213.A04C FACTORY INSULATED WALL

PANEL 2" THICK

075500.A02 WATERPROOFING MEMBRANE

075500.A04 ADJUSTABLE PEDESTAL

075500.B01 CONCRETE PAVER

075500.R02 ROOF INSULATION BOARD

076000.H01 METAL FLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

078400.Q01 FIRESTOPPING SEALANT

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

088100.A19 INSULATING-LAMINATED-ACOUSTI

CAL GLASS UNIT

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

092900.A02C GYPSUM BOARD, FIRE RESISTANT

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 STAINLESS STEEL ANCHOR BOLT

2 SLOPE 1/2-IN PER FOOT

3 HEAVY-BODIED BITUMINOUS PAINT

4 DOUBLE 3"X14" ALUMINUM C-CHANNELS

5 FACE OF COLUMN COVER BEYOND

6 TRELLIS FLASHING SADDLE, SEE

DETAIL THIS SHEET

7 DOUBLE 3"X10" ALUMINUM C-CHANNELS

8 8" X 1 1/2" ALUMINUM TUBE TYP.

9 4" X 6" ALUMINUM TUBE

10 CONCRETE BASE; MATCH COLOR &

TEXTURE OF EXTERIOR PANELS

11 4" X 8" ALUMINUM TUBE

12 11"X11"X1/2" ALUMINUM PLATE

13 3X6 EMBEDDED STEEL TUBE

14 2" X 6" ALUMINUM GUARDRAIL

15 APPLY FULL BED OF SEALANT ALONG

PERIMETER

16 NOT USED

17 MATCH COLOR & TEXTURE OF

EXTERIOR PANELS

18 PROVIDE CONTINUOUS WET SEAL WITH

SILICONE SEALANT

19 1 1/2" X 3" ALUMINUM POST

1 1/2" = 1'-0"

TRELLIS CURB DETAIL5

1 1/2" = 1'-0"

TRELLIS DETAIL1 1 1/2" = 1'-0"

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

TRELLIS DETAIL3

3" = 1'-0"

TRELLIS FLASHING SADDLE6

1 1/2" = 1'-0"

TRELLIS PLAN DETAIL4

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

LEVEL 2

15' - 8"

- 9

1/ 2"

075423.A01 072200.P02

072200.R03

092900.B03 092423.A01

079200.Q02

H-AE504

- 3 1/

072713.A01

051200.A02 054000.D06C 054000.D01

054000.D03C

053000.A07

092423.A11

051200.E01 054000.C01

OPH LEVEL 2

15' - 8"

092423.A01

092900.B03

072200.R03

072200.P02 075423.A01

084400.A01

051200.B01 079200.Q02

078100.A01

- 9

1/ 2"

- 3

1/ 2"

053000.A07

054000.D06C 054000.D01

072713.A01 092423.A11

054000.D03C

092900.B01C 072116.R10

051200.A03

LEVEL 2

15' - 8"

033100.A05

051200.A01

092900.A02C

092200.D03C

092900.A02C

072200.P02 075423.A01

051200.E01

078100.A01

092900.B03

072200.R03

053000.A07

075423.H10 076000.H02

051200.E02

8"084423.A01 051200.E03 079200.Q02

079200.Q02

072116.R10

LEVEL 2

15' - 8"

4.5

7"2"7"

092200.D03C 092900.A01 033100.A05

092900.A02C

092200.D03C 092900.A02C

034500.A03 072100.R31

053000.A01

051200.A02

078400.A01

072200.P02

072200.R03

075423.A01

- 6

051200.A02

078100.A01

076000.H02

079200.Q02

051200.E03

092200.C05

LEVEL 2

15' - 8"

5.7

053000.A01

051200.A02

2' - 8"

- 6

092900.A01

092200.D03C

092900.A01

072200.P02 075423.A01

079200.Q02

072200.R03

076000.H01 076000.H02

084400.A01

054000.D03C

092900.B01C

1' - 6"

LEVEL 2

15' - 8"

5.7

- 4

084400.A016

7 1/4"

H-AE504

051200.E01

075423.A01

072200.P02

072200.R03 053000.A01

051200.A01

092900.B03

092423.A01 051200.E01 079200.Q02

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1/2

1' -0

AM-05

H-AE523

Au tho r

De sig ne r

H-

1 FIRE RATED

3 CURTAINWALL SILL FLASHING

4 PROVIDE FLASHING SADDLE AT PARAPET

INTERSECTION

5 CURTAINWALL CAP AT WALL BEYOND

6 CURTAINWALL CAP

7 BACK OF CURTAINWALL

8 3/4" CAP

MATERIAL NOTES

033100.A05 CONCRETE FLOOR

034500.A03 PRECAST CONCRETE WALL

PANEL

051200.A01 STEEL BEAM

051200.A02 STEEL WIDE FLANGE BEAM

051200.A03 STEEL TUBE BEAM

051200.B01 STEEL COLUMN

051200.E01 STEEL ANGLE

051200.E02 STEEL PLATE

051200.E03 STEEL PLATE, BENT

053000.A01 STEEL DECK

053000.A07 STEEL ROOF DECK

054000.C01 STEEL STUD RUNNER TRACK

054000.D01 STEEL STUD

054000.D03C STEEL STUD 3 5/8"

054000.D06C STEEL STUD 6"

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.H01 METAL FLASHING

076000.H02 COUNTERFLASHING

078100.A01 SPRAY-APPLIED FIREPROOFING

078400.A01 FIRESTOPPING MATERIAL

079200.Q02 BACKSTOP AND SEALANT

084400.A01 GLAZED ALUMINUM CURTAIN

WALL

084423.A01 FIRE RATED GLAZED STEEL

CURTAIN WALL

092200.C05 FIRESTOP TRACK

092200.D03C STEEL STUD 3 5/8"

092423.A01 STUCCO

092423.A11 SELF FURRING DIAMOND MESH

LATH

092900.A01 GYPSUM BOARD, REGULAR

{15MM/16MM}[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

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

1 1/2" = 1'-0"

CANOPY ROOF DETAIL1 1 1/2" = 1'-0"

CANOPY ROOF DETAIL2 1 1/2" = 1'-0"

CANOPY ROOF DETAIL3

1 1/2" = 1'-0"

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

CANOPY ROOF DETAIL5 1 1/2" = 1'-0"

CANOPY ROOF DETAIL6

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

6.3

N.3

6.4

051200.A03

079500.A01

076000.H01

076000.M04

TO PRECAST

33'-2"

TO PRECAST

32'-9"

084400.A01

079500.C02

1/2"

034500.A03

4" T

O G

7" F

R O

M C

L M

T O

G R

2" 7"

051200.B03

078100.B01

6.3 6.4

076000.C02

079200.Q02

088100.A19

092200.D03C

092900.A02C

051200.A03

5"11"

051200.A03

5 1/4"

084400.A01

1/2

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

079500.C02

075423.H10

TO CONC

32'-6"

LEVEL 3

SLOPE DN 061000.C12

076000.H01

6.3 6.4

3"9"8"

072200.R03 075423.A01 075423.H11

033100.A08 075423.A01

076000.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"

6.3 6.4

092900.A01C

051200.B03

- 5

084400.A01

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

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1/2

1' -0

AM-05

H-AE540

Au tho r

De sig ne r

Ch ec ke r

H-

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

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.C02 ROOF-TO-WALL SEISMIC ROOF

EXPANSION JOINT SYSTEM

076000.H01 METAL FLASHING

076000.M04 PARAPET COPING

078100.A01 SPRAY-APPLIED FIREPROOFING

1 1/2" = 1'-0"

PLAN @ LEVEL 3 SEISMIC JOINT4

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

J.4

092900.A01C092900.A01C 092200.C02 072116.R20

(2)

079200.Q01

11 1/2"

- 3

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

- 5

10"

042000.D02C042000.D02C

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)

- 0

1/ 2"

9 1 /2"

(2)092900.A02C

092200.C02

072116.R20 092900.A02C

(2)

1' - 1 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

079500.B01 4

079500.B01

E.1

1' - 2"

1' - 2 1/2"

- 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

- 0

- 4

11" 11"

079200.Q02

1" TYP.

051200.B01

078100.A01

092900.B01C 092300.N045

092200.C02

2.6

- 0

11 1/2" 11 1/2"

- 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.A01C 081113.D01

092200.D03C

092200.C02 092900.A02C092900.A02C

092200.C02 092900.A02C

(2)

072116.R20 092900.A02C(2)

092200.C02 092900.A01C092900.A01C

UL No. X517

092900.A02C 092900.A02C(2)

6.3

6.4

9 1/2"

97°

97° 11"

051200.B01 072116.R20

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

092900.A02C

092200.D52C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1/2

1' -0

AM-05

H-AE553

ILS

Au tho r

De sig ne r

Ch ec ke r

H-

1 1/2" = 1'-0"

PLAN DETAIL1

30"20"10"2"0

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

1 ALIGN

2 FLOOR EXPANSION JOINT COVER, BELOW

3 FLOOR EXPANSION JOINT

4 WALL SEISMIC JOINT SYSTEM 5"

5 AVP-1

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.D03C STEEL STUD 3 5/8"

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

092300.N04 ACOUSTICAL PLASTER FINISH

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.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

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

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

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

- 8

10"

45° 10

072116.R20

E.1

1' - 1 1/2"

092900.A02C

092300.N04 092900.C02C

092200.D03C

034900.C01

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.1

9" S

.J.

11"

9 1 /2"

- 0

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

092300.N04

081113.D01

092200.D03C 092200.C02

092900.A01C 1'

- 0

1/ 2"

- 1

1/ 2"

092900.A02C092900.A02C

092900.A02C 092900.C02C

072116.R20

97°

102613.C03

051200.B01

- 0

092300.N04

092900.C02C

092200.D03C

051200.B01 078100.A01

092200.C02 092900.A01C

092900.A01C

092200.D03C 092900.A01C

051200.B01 078100.A01

072116.R20 092200.C02092200.C02

092200.D03C

092300.N04

092900.A01C

092200.D03C

078100.A01

079500.C02

079500.B01

83°

079200.Q01

EOS

" S

.J.

092900.A01C

092200.D02C

092900.A02C 092200.C02

079500.B01

084423.A01 079200.Q02

092200.D03C

092200.D02C

079500.B02

092900.A01C

E.1

084423.A01

11"

1' - 0" 9"

4 079500.C02

079500.B02 079500.B01

051200.B01 078100.A01

092900.A01C

092200.C02 092200.D02C

079200.Q01

092300.N04 092900.C02C

092200.D03C 092900.A01C

092900.A01C092900.A01C092900.A01C 072116.R20 092200.D03C

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1/2

1' -0

AM-05

H-AE554

ILS

Au tho r

De sig ne r

Ch ec ke r

H-

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

1 SEE DETAIL 6/H-AE576 FOR COLUMN WRAP

2 NESTED TRACK & STUD

4 UL WW-D-2011 ALTERNATE TO 2B OR

APPROVED EQ. w/ S.STL. FOIL COVERS IN

HIDDEN JOINTS ONLY

5 FLOOR TO WALL S.J. COVER

6 FLOOR TO FLOOR S.J. COVER

7 SHEET METAL CLOSURE FLOOR TO 6"

ABOVE CEILING

8 FLUSH BACK OF GYPSUM BOARD WITH

MULLION

9 LINE OF FACE OF PRECAST PANEL ABOVE

10 FORMED SEISMIC SLIP COVER PLATES

FOR 50% CONTRACTION & 50% EXPANSION

MOVEMENT BY CUTAINWALL MFR.

1 1/2" = 1'-0"5 PLAN DETAIL

1 1/2" = 1'-0"4 PLAN DETAIL

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

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

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

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

MATERIAL NOTES

034900.C01 GFRC COLUMN COVER

051200.B01 STEEL COLUMN

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED

FIREPROOFING

079200.Q01 JOINT SEALANT

079200.Q02 BACKSTOP AND SEALANT

079500.B01 SEISMIC JOINT SYSTEM, WALL

079500.B02 SEISMIC JOINT SYSTEM, FLOOR

079500.C02 SEISMIC JOINT SYSTEM, FIRE

BARRIER

081113.D01 STEEL DOOR FRAME

084423.A01 FIRE RATED GLAZED STEEL

CURTAIN WALL

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"

092300.N04 ACOUSTICAL PLASTER FINISH

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.C02C CEMENTITIOUS BACKER UNIT

1/2"

093000.A04 PORCELAIN TILE

102613.C03 FLUSH MOUNTED CORNER

GUARD

- 4

PLAN

CLEAR

2' - 0"

FLOOR LINE

CLEAR

1' - 6"

FLOOR LINE

HSS 3" X 3 1/2" STEEL

TUBE VERTICAL SUPPORT

STRUCTURE

3/8"X2 1/2" FLAT BAR

SIDERAILS

WALL

MOUNTING TYPE "C" AT

DRYWALL - REFER TO

PARTITION FRAMING

SHEET

NOTE:

USE 1/2" DIAM EXP ANCHOR WITH

2 1/4" MIN EMBED AT CONC AND CMU

WALLS - USE 2 1/4" SELF DRILLING

SELF TAPPING SCREWS AT DRYWALL

FLOOR BRACKET

ROOF HATCH

OPENING

NOTE:

TERMINATE SIDERAILS 3"

BELOW TOP OF CURB AT

ROOF HATCH AND ACCESS

PANEL CONDITIONS

- 6

1/4"X7"X7" WALL BRACKET

3/4" BAR RUNGS AT 12" OC. FIT INTO

SIDERAILS AND PLUG-WELD,GRIND

SMOOTH. APPLY ANTI-SLIP COATINGS

TO RUNGS

L 3"X3"X5/16"X2 1/2" WELDED TO

SIDERAILS ANCHOR WITH 1/2" DIA

EXPANSION ANCHORS WITH MIN

2 1/4" EMBEDMENT

FINISHED FLOOR

FRONT ELEVATIONSIDE ELEVATION

FINISH AFTER FABRICATION: SHOP PRIMER PAINT

055013.L01

055013.E06

072116.R20 092200.D03C

092900.A02C

1 1 /2"

1 1 /2"4" 079200.Q01

092200.C05 092900.A02C

UL DESIGN NO: HW-D-0060

092200.D03C 092900.A02C

1 1 /2"

1 1 /2"4"

092200.C05 092900.A02C

079200.Q01

(2) 2

UL DESIGN NO: HW-D-0060

092900.C03C

079200.Q01

092900.A02C

092200.C05

092900.A02C

1 1 /2"

1 1 /2" 1"

092900.C03C

079200.Q01

092900.A02C(2)

(2)

092200.D54C

UL DESIGN NO: HW-D-0119

078400.Q01

034500.A03

078400.A02 092200.D03C 072116.R10

2" 7 9

/25 6"

072100.R31

092200.C02

092900.A02C 4

034500.A03

078400.A02

2" 7 9

/25 6"

072100.R31

092200.C02

042000.D03C

092200.D02C 092900.B01C

UL DESIGN NO: HW-D-1082

092900.A01C 092200.D54C

092200.C04

051200.A01

078100.A01

UL DESIGN NO: HW-D-1081 FOR SHAFTWALL

12" MAX

092900.A01C

092200.D54C

092200.C04

UL DESIGN NO: HW-D-1084

UL DESIGN NO: HW-D-0400 FOR SHAFTWALL

051200.A01 078100.A01

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

As in dic ate d

AM-05

H-AE568

L P

ILS

Au tho r

De sig ne r

Ch ec ke r

H-

MATERIAL NOTES

034500.A03 PRECAST CONCRETE WALL

PANEL

042000.D03C CMU 8"

051200.A01 STEEL BEAM

055013.E06 STEEL PLATE

055013.L01 STEEL LADDER

072100.R31 SPRAY-APPLIED FOAM

INSULATION

072116.R10 BLANKET INSULATION,

UNFACED

072116.R20 SOUND ATTENUATION BATTS

078100.A01 SPRAY-APPLIED FIREPROOFING

078400.A02 FIRESAFING SYSTEM

078400.Q01 FIRESTOPPING SEALANT

079200.Q01 JOINT SEALANT

092200.C02 STEEL STUD RUNNER TRACK

092200.C04 DEFLECTION TRACK

092200.C05 FIRESTOP TRACK

092200.D02C STEEL STUD 2 1/2"

092200.D03C STEEL STUD 3 5/8"

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

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"

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. CEILINGS IN ROOMS LARGER THAN 108 SF SHALL BE

LATERALLY BRACED

C. PROVIDE SEISMIC CEILING JOINTS IN CORRIDORS

EVERY 100'

D. ATTACH ALL GRI D SUPPORTED LIGHT FIXTURES TO

CEILING AND ALSO TO BUILDING STRUCTURE

E. ATTACH ALL PENDANT MOUNTED LIGHT FIXTURES

TO STRUCTURE

F. SEE SHEETS H-AE11A THRU H-AE15B FOR SEISMIC

JOINT LOCATIONS AND SIZES

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

1 BOTTOM OF SLAB

2 BOTH SIDES

3 RATED WALL ASSEMBLY. REFER TO

SHEETS AE561 THRU AE565 FOR PARTITION

TYPES

4 2 LAYERS BOTH SIDES AT 2 HR RATED

PARTITIONS

5 STEEL CLIPS ATTACHED TO BEAM PRIOR

TO FIREPROOFING.

6 STEEL CLIPS ATTACHED TO BEAM PRIOR

TO FIREPROOFING.

7 PROVIDE DETAIL ABOVE AT ALL LOCATIONS

WHERE RATED WALL ASSEMBLY IS WITHIN

12" OF A STEEL BEAM.

8 PROVIDE DETAIL ABOVE AT ALL LOCATIONS

WHERE RATED WALL ASSEMBLY IS

DIRECTLY BELOW FLANGE OF STEEL

BEAM.

9 COORDINATE THE USE OF STEEL ANGLES

IN PLACE OF FLAT BARS WHEN LADDER

NOT UP AGAINST AND SUPPORTED BY A

WALL

30"20"10"2"0

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

1" = 1'-0"4

FREESTANDING INTERIOR ACCESS LADDER WITH

SUPPORT FRAMING

3" = 1'-0"

1HR RATED WALL HEAD1

3" = 1'-0"

2HR RATED WALL HEAD3

3" = 1'-0"

2HR RATED SHAFT WALL HEAD2

1 1/2" = 1'-0"5 TYP. RATED PARTITION AT PRECAST PANEL

1 1/2" = 1'-0"6 TYP. RATED CMU AT PRECAST PANEL

1'-0"0

1"=1'-0" GRAPHIC SCALE

6" 2'-0"3" 4'-0"

3" = 1'-0"8 PARTITION HEAD - OFFSET FROM BEAM

3" = 1'-0"7 RATED PARTITION HEAD - OFFSET FROM BEAM Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

LEVEL 2

15' - 8"

LEVEL 3

31' - 4"

LEVEL 1

0' - 0"

H.3

- 6

R 18' - 8"

2' - 2 1/2"

H-AE591

1095423.A01 092200.A01 2

SIM

H-AE595

LEVEL 2

15' - 8"

LEVEL 3

31' - 4"

LEVEL 1

0' - 0"

LEVEL 4

47' - 0"

6.3

- 6

- 0

R 19' - 1"

H-AE591

R 6' - 6"

2' - 11"

9' - 9"

095423.A01 092200.A01

H-AE599

1' - 0"7"

2' - 2 1/2"

H-AE595

LEVEL 2

15' - 8"

LEVEL 3

31' - 4"

6.3 6.44.5

6' - 0"

R 18' - 4"

092200.A01 095423.A01

092200.A01

SEE REFLECTED

CEILING PLANS 2' - 2 1/2"

H-AE591

092200.A01

SEE REFLECTED

CEILING PLANS

H-AE595

SIM

H-AE595

092900.A01C

095423.A01 092200.D01

SHEET NOTES:

NOTES:

KEY NOTES 00

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

As in dic ate d

AM-05

H-AE599

- C

ILI

Au tho r

De sig ne r

Ch ec ke r

H-

1/4" = 1'-0"2 INTERIOR SECTION

1/4" = 1'-0"1 INTERIOR SECTION

1/4"=1'-0" GRAPHIC SCALE

15'10'5'1'01'

15"10"5"2"

3"=1'-0" GRAPHIC SCALE

01"

1 LIGHT FIXTURE. SEE ELECTRICAL

DRAWINGS H-EL & H-ET FOR

COORDINATION .

2 MECHANICAL DEVICE. SEE MECHANICAL

DRAWINGS H & M-H FOR COORDINATION .

3 CURVED CEILING SUSPENSION SYSTEM

PER MANUFACTURER

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. CEILINGS IN ROOMS LARGER THAN 108 SF SHALL BE

LATERALLY BRACED

C. PROVIDE SEISMIC CEILING JOINTS IN CORRIDORS

EVERY 100'

D. ATTACH ALL GRI D SUPPORTED LIGHT FIXTURES TO

CEILING AND ALSO TO BUILDING STRUCTURE

E. ATTACH ALL PENDANT MOUNTED LIGHT FIXTURES

TO STRUCTURE

F. SEE SHEETS H-AE11A THRU H-AE15B FOR SEISMIC

JOINT LOCATIONS AND SIZES

1/4" = 1'-0"3 INTERIOR SECTION

MATERIAL NOTES

092200.A01 SUSPENDED CEILING SYSTEM

092200.D01 STEEL STUD {40MM/41MM}[1 5/8"]

092200.D03 STEEL STUD {100MM/92MM}[3 5/8"]

092900.A01C GYPSUM BOARD, REGULAR 5/8"

095100.W50 HANGER WIRE

095423.A01 LINEAR METAL CEILING

3" = 1'-0"

CEILING DETAIL4

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

-0 1-

1 1

DOOR REMARKS

1. OVERHEAD COILING DOOR, POWER OPERATED

2. DOOR PAINTED TO MATCH FRAME.

3. ALWAYS LOCKED FROM OUTSIDE, ACCESS BY

AUTHORIZED STAFF ONLY BY CARD SWIPE,

ACCESS CODE, OR KEY

4. PUSH PADDLE AT NO LESS THAN 8' FROM DOOR

FOR AUTO-OPEN FROM EITHER SIDE

5. REMOTE PUSH PADDLE BOTH SIDES

6. ALWAYS OPEN FROM WITHIN CORRIDOR,

ALWAYS LOCKED FROM ELEVATOR LOBBY

EXCEPT ON ALARM, THEN FAIL "OPEN"

7. RECOMMEND CLASS FUNCTION LOCK

8. PASSAGE HARDWARE

9. HOLD OPEN REQUIRED

10. RECOMMEND STORAGE FUNCTION LOCK -

ALWAYS LOCKED FROM OUTSIDE, ALWAYS

UNLOCKED FROM INSIDE; UNLOCK BY CARD

SWIPE, ACCESS CODE OR KEY ONLY FOR EACH

OPENING. NO HOLD OPEN

11. ONE-WAY GLASS IN DOOR PANEL

12. ALWAYS UNLOCKED UNTIL ALARM, THEN FAIL

"LOCKED" FROM OUTSIDE TO INSURE NO ONE

ENTERS THE STAFF AREAS AND ONLY

PROCEEDS DOWN THROUGH THE STAIRS.

13. HEAVY DUTY STEEL DOOR

14. LEAD LINING

15. FREE ACCESS OUT/ CARD READER ACCESS IN /

NO PANIC

16. FREE ACCESS OUT/ CARD READER ACCESS IN /

PANIC HARDWARE OUT

17. FREE ACCESS OUT / CARD READER ACCESS

IN / PUSH PADDLE / PANIC

18. CARD READER IN AND OUT

19. FREE ACCESS OUT / CARD READ IN / PUSH

PADDLE

20. CARD READER OUT / FREE ACCESS IN

21. PUSH PADDLE BOTH SIDES / NO LOCK

22. ELECTRIC, KEY ONE SIDE

23. SEE HARDWARE SET IN SPECIFICATIONS FOR

ADDITIONAL SEALS FOR ACOUSTICAL

TREATMENT.

24. MAXIMUM DUTY STEEL DOOR

25. CARD READER

26. INTEGRAL BLINDS IN GLAZING

27. HORIZONTAL SLIDING ACCORDIAN FIRE DOOR

28. BI-PARTING FRAMELESS GLASS SLIDING

CORNER DOOR

29. MANUAL OPERABLE PARTITION

30. SILL AT 2'-0" AFF

31. TRACK SPANS SEISMIC JOINT

32. PROVIDE PEEPHOLE IN DOOR

33. SILL AT 6" AFF

34. SILL AT 1'-4" AFF. SEE THRESHOLD DETAIL 6/H-

AE526

35. 8" DEEP FRAME

36. 3/4" UNDERCUT

37. SILL AT 1'-2" AFF

DOOR PLATE LEGEND

R = ROOM SIDE

C = CORRIDOR SIDE

A = ARMOR PLATE

K = KICK PLATE

M = MOP PLATE

*SEE SPECIFICATIONS FOR PLATE

SIZES AND ADDITIONAL INFORMATION

SHEET NOTES:

NOTES:

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1' -0

AM-05

H-AE601

- L

H-

DOOR SCHEDULE - LEVEL 1, ZONE 1

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

11C02 Pr 3' - 8" 7' - 0" WD N HM 3 90 133 A A 4/H-AE641 8/H-AE641 9 11C04 Pr 3' - 8" 7' - 0" WD N HM 2 100 K K 1/H-AE641 5/H-AE641 3, 4, 17 11C06 Pr 3' - 6" 7' - 0" WD N HM 3 45 101 A A 1/H-AE641 5/H-AE641 3, 4, 17 11C08 Pr 3' - 8" 7' - 0" WD N HM 2 45 100 A A 1/H-AE641 5/H-AE641 3, 4, 17 11C09 Pr 3' - 6" 7' - 0" WD N HM 2 223 A A 1/H-AE641 5/H-AE641 11C11 Pr 3' - 8" 7' - 0" WD N HM 3 106 A A 1/H-AE641 5/H-AE641 5

11C12 3' - 0" 7' - 0" WD F HM 1 102 K K 1/H-AE641 5/H-AE641 3

11S01.1 3' - 0" 7' - 0" WD F HM 1 90 162 K K 4/H-AE641 8/H-AE641

11S01.2 3' - 0" 7' - 0" WD F HM 1 90 162 K K 4/H-AE641 8/H-AE641

11S01.3 3' - 0" 7' - 0" HM F HM 11 90 2 4/H-AE647 2,5/H-AE647 24

1102 4' - 0" 7' - 0" WD F HM 1 90 103 M K 4/H-AE641 8/H-AE641 15

1103 3' - 0" 7' - 0" WD F HM 1 183 M K 1/H-AE641 5/H-AE641

1104 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

1105 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

1106 3' - 6" 7' - 0" WD F HM 1 45 103 K 1/H-AE641 5/H-AE641 15

1107 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

1108 3' - 0" 7' - 0" WD F HM 1 186 K M 1/H-AE641 5/H-AE641

1109.1 3' - 6" 7' - 0" WD F HM 1 45 104 K 1/H-AE641 5/H-AE641 16, 23

1109.2 3' - 0" 7' - 0" WD F HM 4 90 163 K K 2/H-AE642 6/H-AE642

1109.3 Pr 3' - 0" 7' - 10 1/2" AL FG AL -- 1 16

1111.1 3' - 0" 7' - 0" WD F HM 4 90 249 K 3/H-AE642 7/H-AE642 16, 23

1111.2 Pr 2' - 11

3/4"

8' - 0" HM F HM 10 1 4/H-AE647 2,5/H-AE647 16, 24

1112 3' - 6" 7' - 0" WD F HM 1 90 103 K 4/H-AE641 8/H-AE641 15

1113.1 3' - 0" 7' - 0" WD F HM 1 108 K K 1/H-AE641 5/H-AE641 8

1113.2 3' - 0" 7' - 0" WD F HM 1 108 K K 1/H-AE641 5/H-AE641 8

1113.3 3' - 0" 7' - 0" WD F HM 1 187 M K 1/H-AE641 5/H-AE641

1114.1 3' - 0" 7' - 0" WD F HM 1 108 K K 1/H-AE641 5/H-AE641 8

1114.2 3' - 0" 7' - 0" WD F HM 1 108 K K 1/H-AE641 5/H-AE641 8

1114.3 3' - 0" 7' - 0" WD F HM 1 187 M K 1/H-AE641 5/H-AE641

1115.1 3' - 6" 7' - 0" WD F HM 1 90 104 K 4/H-AE641 8/H-AE641 16, 23

1115.2 3' - 0" 7' - 0" WD F HM 4 90 163 K K 2/H-AE642 6/H-AE642

1115.3 Pr 2' - 11

3/4"

8' - 0" HM F HM 10 1 4/H-AE647 2,5/H-AE647 16, 24

1116 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 5/H-AE641 15

1117 3' - 0" 7' - 0" WD F HM 1 45 164 M K 1/H-AE641 9/H-AE641

1118 3' - 0" 7' - 0" WD F HM 1 188 M K 1/H-AE641 5/H-AE641

1119 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

1120 3' - 6" 7' - 0" WD F HM 1 90 103 K 4/H-AE641 8/H-AE641 15

1121 3' - 0" 7' - 0" WD F HM 1 185 1/H-AE641 5/H-AE641

1122 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 9/H-AE641

1123 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 5/H-AE641

1124 Pr 3' - 6" 7' - 0" WD F HM 2 90 111 K 4/H-AE641 8/H-AE641

1125 3' - 0" 7' - 0" WD F HM 1 45 164 M K 1/H-AE641 9/H-AE641

1127 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 9/H-AE641 15

1128 3' - 6" 7' - 0" WD F HM 1 190 M K 1/H-AE641 5/H-AE641

1129 4' - 0" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 5/H-AE641 15

1131 3' - 0" 7' - 0" WD F HM 1 191 M K 1/H-AE641 5/H-AE641

1132 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 5/H-AE641 15

1133 3' - 0" 7' - 0" WD F HM 1 123 M K 1/H-AE641 5/H-AE641

1134.1 Pr 3' - 6" 7' - 0" WD N HM 2 107 A A 1/H-AE641 9/H-AE641

1134.2 3' - 6" 7' - 0" WD N HM 1 194 M K 1/H-AE641 5/H-AE641

1135 3' - 6" 7' - 0" WD N HM 1 45 165 K K 1/H-AE641 5/H-AE641

1136.1 3' - 6" 7' - 0" WD F HM 1 193 M M 1/H-AE641 5/H-AE641

1136.2 3' - 6" 7' - 0" WD N HM 1 193 M M 1/H-AE641 5/H-AE641

1136.3 3' - 6" 7' - 0" WD N HM 1 193 A A 1/H-AE641 5/H-AE641

1138.1 Pr 3' - 6" 7' - 0" WD N HM 2 107 A A 1/H-AE641 5/H-AE641 23

1138.2 3' - 6" 7' - 0" WD N HM 1 194 A A 1/H-AE641 5/H-AE641 23

1139 3' - 0" 7' - 0" WD F HM 1 45 109 M K 1/H-AE641 5/H-AE641 15

1141 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 5/H-AE641 15

1142 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 5/H-AE641 15

1143 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 9/H-AE641

1144 Ue 4' - 0" 1' - 6" 7' - 0" WD F HM 6 195 K M 1/H-AE641 5,9/H-AE641

1145 3' - 0" 7' - 0" WD F HM 1 196 M K 1/H-AE641 5/H-AE641

1148 3' - 0" 7' - 0" WD F HM 1 45 109 M A 1/H-AE641 9/H-AE641 15

1149 3' - 0" 7' - 0" WD F HM 1 250 M A 1/H-AE641 5/H-AE641 23

1151 3' - 0" 7' - 0" WD F HM 1 185 M A 1/H-AE641 5/H-AE641

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DOOR HARDWARE SETS FOR WOOD AND METAL

DOORS ARE SPECIFIED IN SECTION 087100

C. DOOR HARDWARE SETS FOR ALUMINUM/ GLASS

DOORS ARE SPECIFIED IN SECTION 087100

D. ALUMINUM STOREFRONT PROFILES ARE GENERIC,

SEE SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

E. DOOR FRAME PROFILES ARE GENERIC, SEE

SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

F. ALUMINUM WINDOW PROFILES ARE GENERIC, SEE

SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

G. ALL EXTERIOR GLAZING SHALL BE LOW-E COATED,

INSULATED, LAMINATED, UNO, SEE EXTERIOR

BUILDING ELEVATIONS FOR COLOR LOCATIONS

H. ALL EXTERIOR DOOR GLAZING SHALL BE GREEN

TINTED, LAMINATED GLASS UNO

I. ALL EXTERIOR WINDOW AND STOREFRONT FRAMES

SHALL BE ANODIZED ALUMINUM UNO

J. ALL BORROWED LITE GLAZING IS CLEAR, TEMPERED

GLASS (088100.C02) UNO

K. DOOR AND WINDOW DIMENSIONS GIVEN ARE

NOMINAL. FRAMING ROUGH OPENING SIZES TO BE

COORDINATED

L. SEE SHEET H-AE641 FOR FRAME PROFILES

DOOR SCHEDULE - LEVEL 1, ZONE 2

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

12C01 3' - 0" 7' - 0" WD NR HM 1 90 112 M K 4/H-AE641 8/H-AE641 6

12C02 Pr 3' - 6" 7' - 0" WD N HM 3 90 133 A A 4/H-AE641 8/H-AE641 9

12S01 3' - 0" 7' - 0" WD NR HM 1 90 162 K K 4/H-AE641 8/H-AE641

1201.1 4' - 0" 7' - 0" WD FG HM 1 90 113 M K 4/H-AE641 8/H-AE641 9, 25

1201.2 3' - 6" 7' - 0" WD F HM 1 45 114 M K 1/H-AE641 9/H-AE641 3, 18

1202.1 3' - 0" 7' - 0" WD N HM 1 45 109 K K 1/H-AE641 9/H-AE641 15

1202.2 3' - 0" 5' - 6" STL OCD2 STL MFR 45 138 2/H-AE649 7/H-AE649

1203 3' - 0" 7' - 0" WD F HM 1 201 M K 1/H-AE641 5/H-AE641

1204 3' - 6" 7' - 0" WD F HM 1 45 110 M K 1/H-AE641 5/H-AE641 15

1205.1 Ue 3' - 0" 1' - 6" 7' - 0" WD F HM 6 45 264 K K 1/H-AE641 5/H-AE641

1205.2 4' - 0" 7' - 0" WD F HM 1 190 K K 1/H-AE641 5/H-AE641

1206.1 3' - 6" 7' - 0" WD F HM 4 197 A A 1/H-AE641 5/H-AE641

1206.2 3' - 6" 7' - 0" WD F HM 4 197 A A 1/H-AE641 9/H-AE641

1207 3' - 0" 7' - 0" WD F HM 1 115 K K 1/H-AE641 5/H-AE641 15

1208.1 3' - 6" 7' - 0" WD F HM 1 45 110 K K 1/H-AE641 5/H-AE641 15

1208.2 3' - 0" 7' - 0" WD F HM 1 45 167 K K 1/H-AE641 5/H-AE641

1209 3' - 0" 7' - 0" WD F HM 1 191 M K 1/H-AE641 5/H-AE641

1211.1 3' - 0" 7' - 0" WD F HM 1 198 M K 1/H-AE641 5/H-AE641

1211.2 3' - 0" 7' - 0" WD F HM 1 187 M K 1/H-AE641 5/H-AE641

1211.3 3' - 0" 7' - 0" WD F HM 1 187 M K 1/H-AE641 5/H-AE641

1212 3' - 6" 7' - 0" WD F HM 1 90 103 K 4/H-AE641 8/H-AE641 15

DOOR SCHEDULE - LEVEL 1, ZONE 3

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

1301.1 7' - 0" 7' - 8" AL SL2 AL -- 151 3/H-AE643 5/H-AE643

1301.2 12' - 6" 10' - 0" STL OHC HM MFR SMOKE 117 1/H-AE649 3/H-AE557

1301.3 4' - 1 1/8" 7' - 10" AL FG AL 1 17

1301.4 4' - 1 1/8" 7' - 10" AL FG AL 1 17

1302.1 18' - 0" 10' - 0" AL FG AL MFR 131 1,2/H-AE648 3/H-AE648

1302.2 3' - 0" 7' - 0" WD F HM 1 SMOKE 109 K K 1/H-AE641 5, 9/H-AE641 20

1303.1 7' - 0" 7' - 8" AL SL2 AL -- 151 3/H-AE643 5/H-AE643

1303.2 8' - 0" 9' - 0" STL OHC HM MFR SMOKE 117 1/H-AE650 2/H-AE650 1 1

1303.3 8' - 0" 9' - 0" STL OHC HM MFR SMOKE 117 1/H-AE650 2/H-AE650 1 1

1303.4 3' - 0" 7' - 0" WD F HM 1 199 K K 1/H-AE641 5/H-AE641

1305 3' - 0" 7' - 0" WD F HM 1 SMOKE 167 M K 1/H-AE641 5/H-AE641

1306 3' - 0" 7' - 0" WD F HM 1 SMOKE 167 M K 1/H-AE641 5/H-AE641

1307 3' - 0" 7' - 0" WD F HM 1 SMOKE 167 K K 1/H-AE641 5, 9/H-AE641

1309 Ue 3' - 6" 1' - 6" 7' - 0" WD F HM 6 118 K K 1/H-AE641 5/H-AE641 8, 9

1311 4' - 0" 7' - 0" HM F HM 1 125 A A 1/H-AE641 5/H-AE641 3, 19, 24

1312 3' - 0" 7' - 0" WD F HM 1 SMOKE 109 M K 1/H-AE641 5/H-AE641 15

1313 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

1314 3' - 0" 7' - 0" WD F HM 1 SMOKE 109 M K 1/H-AE641 5, 9/H-AE641 15

1315 3' - 0" 7' - 0" WD F HM 1 90 103 K 1/H-AE641 5/H-AE641 15

1316 3' - 0" 7' - 0" WD F HM 1 45 103 K 1/H-AE641 5/H-AE641 15

1317 4' - 0" 7' - 0" WD F HM 1 90 119 K 4/H-AE641 8/H-AE641

Sy m

De sc rip tio n Da te Ap pr ov ed

O U

S 1-

-1

R D

E S E

-0 1-

DOOR REMARKS

1. OVERHEAD COILING DOOR, POWER OPERATED

2. DOOR PAINTED TO MATCH FRAME.

3. ALWAYS LOCKED FROM OUTSIDE, ACCESS BY

AUTHORIZED STAFF ONLY BY CARD SWIPE,

ACCESS CODE, OR KEY

4. PUSH PADDLE AT NO LESS THAN 8' FROM DOOR

FOR AUTO-OPEN FROM EITHER SIDE

5. REMOTE PUSH PADDLE BOTH SIDES

6. ALWAYS OPEN FROM WITHIN CORRIDOR,

ALWAYS LOCKED FROM ELEVATOR LOBBY

EXCEPT ON ALARM, THEN FAIL "OPEN"

7. RECOMMEND CLASS FUNCTION LOCK

8. PASSAGE HARDWARE

9. HOLD OPEN REQUIRED

10. RECOMMEND STORAGE FUNCTION LOCK -

ALWAYS LOCKED FROM OUTSIDE, ALWAYS

UNLOCKED FROM INSIDE; UNLOCK BY CARD

SWIPE, ACCESS CODE OR KEY ONLY FOR EACH

OPENING. NO HOLD OPEN

11. ONE-WAY GLASS IN DOOR PANEL

12. ALWAYS UNLOCKED UNTIL ALARM, THEN FAIL

"LOCKED" FROM OUTSIDE TO INSURE NO ONE

ENTERS THE STAFF AREAS AND ONLY

PROCEEDS DOWN THROUGH THE STAIRS.

13. HEAVY DUTY STEEL DOOR

14. LEAD LINING

15. FREE ACCESS OUT/ CARD READER ACCESS IN /

NO PANIC

16. FREE ACCESS OUT/ CARD READER ACCESS IN /

PANIC HARDWARE OUT

17. FREE ACCESS OUT / CARD READER ACCESS

IN / PUSH PADDLE / PANIC

18. CARD READER IN AND OUT

19. FREE ACCESS OUT / CARD READ IN / PUSH

PADDLE

20. CARD READER OUT / FREE ACCESS IN

21. PUSH PADDLE BOTH SIDES / NO LOCK

22. ELECTRIC, KEY ONE SIDE

23. SEE HARDWARE SET IN SPECIFICATIONS FOR

ADDITIONAL SEALS FOR ACOUSTICAL

TREATMENT.

24. MAXIMUM DUTY STEEL DOOR

25. CARD READER

26. INTEGRAL BLINDS IN GLAZING

27. HORIZONTAL SLIDING ACCORDIAN FIRE DOOR

28. BI-PARTING FRAMELESS GLASS SLIDING

CORNER DOOR

29. MANUAL OPERABLE PARTITION

30. SILL AT 2'-0" AFF

31. TRACK SPANS SEISMIC JOINT

32. PROVIDE PEEPHOLE IN DOOR

33. SILL AT 6" AFF

34. SILL AT 1'-4" AFF. SEE THRESHOLD DETAIL 6/H-

AE526

35. 8" DEEP FRAME

36. 3/4" UNDERCUT

37. SILL AT 1'-2" AFF

DOOR PLATE LEGEND

R = ROOM SIDE

C = CORRIDOR SIDE

A = ARMOR PLATE

K = KICK PLATE

M = MOP PLATE

*SEE SPECIFICATIONS FOR PLATE

SIZES AND ADDITIONAL INFORMATION

SHEET NOTES:

NOTES:

Sheet Reference Number

C O

O F

R S

O F

, C

R N

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

H O

S P

L A

4 3 2 1

SHEET OF 1985

Sacramento District

- 0

R, RO

W . L

I52 1-

1' -0

AM-05

H-AE605

- L

Au tho r

H-

A. SEE SHEETS GI009 AND GI010 FOR GENERAL

ABBREVIATIONS AND ARCHITECTURAL SYMBOLS

B. DOOR HARDWARE SETS FOR WOOD AND METAL

DOORS ARE SPECIFIED IN SECTION 087100

C. DOOR HARDWARE SETS FOR ALUMINUM/ GLASS

DOORS ARE SPECIFIED IN SECTION 087100

D. ALUMINUM STOREFRONT PROFILES ARE GENERIC,

SEE SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

E. DOOR FRAME PROFILES ARE GENERIC, SEE

SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

F. ALUMINUM WINDOW PROFILES ARE GENERIC, SEE

SPECIFICATIONS FOR PERFORMANCE

REQUIREMENTS

G. ALL EXTERIOR GLAZING SHALL BE LOW-E COATED,

INSULATED, LAMINATED, UNO, SEE EXTERIOR

BUILDING ELEVATIONS FOR COLOR LOCATIONS

H. ALL EXTERIOR DOOR GLAZING SHALL BE GREEN

TINTED, LAMINATED GLASS UNO

I. ALL EXTERIOR WINDOW AND STOREFRONT FRAMES

SHALL BE ANODIZED ALUMINUM UNO

J. ALL BORROWED LITE GLAZING IS CLEAR, TEMPERED

GLASS (088100.C02) UNO

K. DOOR AND WINDOW DIMENSIONS GIVEN ARE

NOMINAL. FRAMING ROUGH OPENING SIZES TO BE

COORDINATED

L. SEE SHEET H-AE641 FOR FRAME PROFILES

DOOR SCHEDULE - LEVEL 2, ZONE 4A

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

2479 3' - 0" 7' - 0" WD F HM 1 191 M K 1/H-AE641 5/H-AE641

2481 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2482 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2483 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2484 3' - 0" 7' - 0" WD F HM 1 SMOKE 116 K 1/H-AE641 5/H-AE641 15

2485 3' - 6" 7' - 0" WD F HM 1 SMOKE 110 M K 1/H-AE641 5/H-AE641 15

2486 3' - 6" 7' - 0" WD F HM 1 SMOKE 110 M K 1/H-AE641 5/H-AE641 15

2487 4' - 0" 7' - 0" WD F HM 1 257 M K 1/H-AE641 5/H-AE641 23

2488.1 4' - 0" 7' - 0" WD F HM 1 222 M K 1/H-AE641 5/H-AE641

2488.2 3' - 0" 7' - 0" WD F HM 1 215 M K 1/H-AE641 5/H-AE641

2489 4' - 0" 7' - 0" WD F HM 1 212 M K 1/H-AE641 9/H-AE641

2491 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2492 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2493 3' - 6" 7' - 0" WD F HM 1 222 M K 1/H-AE641 5/H-AE641

2495 3' - 0" 7' - 0" WD F HM 1 258 M K 1/H-AE641 5/H-AE641 23

DOOR SCHEDULE - LEVEL 2, ZONE 5

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

2559 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2561 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2562 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2563 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2564 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2565 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2566 3' - 0" 7' - 0" WD F HM 1 214 M K 1/H-AE641 9/H-AE641

2567 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

2568 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

2569.1 3' - 0" 7' - 0" WD F HM 1 186 M K 1/H-AE641 5/H-AE641

2569.2 3' - 0" 7' - 0" WD F HM 1 215 M K 1/H-AE641 5/H-AE641

2570 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2572 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2573 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641

SIM

5, 9/H-AE641

SIM

2574 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2575 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2576 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2577 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2578 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2579 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2581 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2582 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2583 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2584 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2585 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2586 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2587 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2588 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2589 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5, 9/H-AE641

2590 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2591 3' - 0" 7' - 0" WD F HM 1 SMOKE 256 K 1/H-AE641 5/H-AE641 15, 23

2592 3' - 0" 7' - 0" WD F HM 1 SMOKE 109 M K 1/H-AE641 9/H-AE641 15

2593 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2594 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2595 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2596 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641 7

2597 3' - 0" 7' - 0" WD F HM 1 258 M K 1/H-AE641 5/H-AE641 23

2598 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641 7

2599 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 9/H-AE641 10

DOOR SCHEDULE - LEVEL 2, ZONE 5

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

25C02 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 15

25C04 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 10, 15

25C05 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 10, 15

25C06 3' - 0" 7' - 0" WD F HM 1 90 252 K 4/H-AE641 8/H-AE641 23

25C11 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 10, 15

25C12 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 10, 15

25C14 3' - 0" 7' - 0" WD F HM 1 90 252 K 4/H-AE641 8/H-AE641 23

25C15 3' - 0" 7' - 0" WD F HM 1 139 K K 1/H-AE641 5/H-AE641 10, 15

25S01 3' - 0" 7' - 0" WD NR HM 1 90 162 K K 4/H-AE641 8/H-AE641

2501 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2502 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2503 3' - 0" 7' - 0" WD F HM 9R 185 M K 13/H-AE641 5/H-AE641

2504 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2505 3' - 0" 7' - 0" WD F HM 9R 185 M K 13/H-AE641 5/H-AE641

2507 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2508 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2509 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2511 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2512 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2513 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2514 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2515 3' - 0" 7' - 0" WD F HM 1 SMOKE 256 K 1/H-AE641 5/H-AE641 15, 23

2516 3' - 0" 7' - 0" WD F HM 9L 185 M K 13/H-AE641 5/H-AE641

2517 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 5/H-AE641 15

2518 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 9/H-AE641

2519 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2521 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 9/H-AE641

2522 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2523 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2524 3' - 0" 7' - 0" WD F HM 1 SMOKE 116 K 1/H-AE641 5/H-AE641 15

2525 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2526 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2527 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2528 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2529 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2531 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2532 3' - 0" 7' - 0" WD F HM 1 251 M K 1/H-AE641 9/H-AE641 23

2533 3' - 0" 7' - 0" WD F HM 1 209 M K 1/H-AE641 5/H-AE641

2534 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2535 3' - 0" 7' - 0" WD F HM 1 201 M K 1/H-AE641 9/H-AE641

2536 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 9/H-AE641 10

2537 3' - 0" 7' - 0" WD F HM 1 258 M K 1/H-AE641 5/H-AE641 23

2539 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 9/H-AE641

2541 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2542 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2543 3' - 0" 7' - 0" WD F HM 1 208 M K 1/H-AE641 5/H-AE641

2544 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2545 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

2546 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 9/H-AE641

2547 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 9/H-AE641 15

2548 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2549 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2551 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 9/H-AE641

2552 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2553 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2554 3' - 0" 7' - 0" WD F HM 8L 185 M K 13/H-AE641 5/H-AE641

2556 3' - 0" 7' - 0" WD F HM 1 189 M K 1/H-AE641 9/H-AE641

2557 3' - 0" 7' - 0" WD F HM 1 188 M K 1/H-AE641 5/H-AE641

2558 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

DOOR SCHEDULE - LEVEL 3, ZONE 1

DR NO

DOOR FRAME RATING

(MIN)

HDWR

SET

PLATE DETAILS

RMK REVWD LEAF HT MAT TYPE MAT TYPE R C HEAD JAMB

31C01 Pr 3' - 8" 7' - 0" WD N HM 3 90 248 A A 4/H-AE641 8/H-AE641 9 31C02 Pr 3' - 8" 7' - 0" WD N HM 3 133 A A 4/H-AE641 8/H-AE641 9 31C04 Pr 3' - 8" 7' - 0" WD N HM 3 45 133 A A 1/H-AE641 5/H-AE641 9

31C06 3' - 0" 7' - 0" WD N HM 1 225 M K 1/H-AE641 5/H-AE641

31C07 Pr 3' - 6" 7' - 0" WD N HM 2 156 A A 1/H-AE641 5/H-AE641 31C12 Pr 3' - 8" 7' - 0" WD N HM 3 45 158 A A 1/H-AE641 5/H-AE641 31C13.

Pr 3' - 0" 7' - 0" WD N HM 2 155 K K 1/H-AE641 5/H-AE641

31C13.

3' - 0" 7' - 0" WD F HM 1 90 252 M K 4/H-AE641 8/H-AE641 23

31C14 Pr 3' - 6" 7' - 0" WD N HM 2 45 154 A A 1/H-AE641 5/H-AE641

31C15 3' - 0" 7' - 0" WD N HM 1 226 A A 1/H-AE641 5/H-AE641

31S01 3' - 0" 7' - 0" WD F HM 1 90 157 K K 4/H-AE641 8/H-AE641

3101 3' - 0" 7' - 0" WD F HM 1 259 M K 1/H-AE641 5/H-AE641 23

3102 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

3103 3' - 0" 7' - 0" WD F HM 1 184 K K 1/H-AE641 9/H-AE641

3105 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

3107 3' - 0" 7' - 0" WD F HM 1 185 M K 1/H-AE641 5/H-AE641

3108.1 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 5/H-AE641 15

3108.2 3' - 0" 7' - 0" WD F HM 1 121 M K 1/H-AE641 5/H-AE641

Sy m

De sc rip tio n Da te Ap pr ov ed

O R

-0

CORRIDOR

SIDE

079200.Q01

092200.C02

092900.A01C092900…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.