REQ 412425 Drawings Compiled - 2.pdf

PDF 740 KB Posted

Attached to
RECOVERY-Emigrant Creek Ranger District Office Addition, Hines, Oregon.
Solicitation number
AG-0489-S-10-0514
Issued by

About this file

Drawings Attachment 2

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

DATE

PROJECT NAME

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

RE

EK

RA

N G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O U

TH

H

IN

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

FWL 1

8x10

FWL 2

8x10

FWL 3

8x10FWL 4

8x10

FWL 5

8x10

NEPIA

8x10

HYDRO

8x10

FWL 6

8x10

1A 8x10

1A 8x10

1A 8x10

1A 8x10

ARC 1

8x10

ARC 2

8x10

ENGINEER

8x10

RANGE 1

8x10

RANGE 2

8x10

RANGE 3

8x10

VEG/FUEL 1

8x10

VEG/FUEL 2

8x10

VEG/FUEL 3

8x10

VEG/FUEL 4

8x10

VEG/FUEL 5

8x10

VEG/FUEL 6

8x10

FE

FE

FE

FE

FE

(E)OFFICE

(E)OFFICE

(E)OFFICE

(E)LOBBY

(E)VESTIBULE

CONFERENCE

(E)OFFICE

(E)OPEN OFFICE

WOMEN

MEN

116 COMPUTER

ARC BULLPEN

UNIONOFFICE

(E)STO

(E)MECH

BREAK

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

VESTIBULE

A203

FU

RN

IT

U

RE

P

LA

FURNITURE PLAN

SCALE: 1/8" = 1'-0"01

SYSTEMS FURNITURE. (OFOI)

FILING CABINETS. (OFOI)

OFFICE EQUIPMENT (OFOI)

KEYNOTES

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin I

CH

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

A501

A501

A503

A501 2

A504

2'-6"2'-0" ,TYP.

2' -0

2'

-6

2' -0

2'

-6

2'-0"

2'-0"

2' -0

2'

-6

2'-0"

2' -0

2'

-6

2'-6" 2'-0"

2' -0

2' -0

2' -6

2' -6

2'-6"2'-6" 2'-0"2'-0"

2'-0"

2'-0" 6'-3"

2' -0

2'

-6

2' -0

2'

-6

2'-6" 2'-6"

1' -0

1' -0

1'-0"

4'-0" 4'-0"

4'-0" 4'-0"

RO

O

F

PL

A

0941_A301_RoofPlan

ROOF PLAN

SCALE: 1/8" = 1'-0"

GGL

GGL

A301

5:

S

LO

PE

RIDGE

RIDGE

RIDGE

5:

SL

O

PE

5:

S

LO

PE

RIDGE

RIDGE

5:

S

LO

PE

5:

S

LO

PE

5:12 SLOPE 5:12 SLOPE

5:

S

LO

PE

5:

S

LO

PE

5:12 SLOPE

5:12 SLOPE

RI

D G

E

RI

D

G E

VALLE

Y VALLEY

RI

D

G E

VALLEY

VALLEY

VA

LL

EY

4:

S

LO

PE

4:

S

LO

PE

LINE OF WALL BELOW

KEY NOTES

REMOVE EXISTING COMPOSITION ASPHALT SHINGLES, PROVIDE

NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE SPEC.

EAVE VENT. SEE DETAIL 10/A902

1. SEE A001 FOR ALL GENERAL INFORMATION

2. SEE MECHANICAL DRAWINGS FOR ROOF PENETRATIONS

3. PROVIDE ICE AND WATER SHEILD AT ALL ROOF EDGES

4. PROVIDE VALLEY FLASHING WITH ICE AND WATER SHEILD ON BOTH SIDES OF VALLEY

GENERAL NOTES

LOUVERED GABLE VENT

LEGEND

EAVE VENTING

VENTING CALCULATIONS

A

B

C

7 22 1/2" W x 54"L ATTIC ACCESS LADDER.

ICE / WATER SHEILD

ICE / WATER SHEILD

12 x12 ROOF VENT.

EXISTING LOUVERED GABLE VENT.

NEW PLASTIC GUTTER AND DOWNSPOUT.

VALLE

Y

A

B

C

REMOVE EXISTING METAL ROOF AND EXISTING SHAKE SHINGLES.

PROVIDE NEW ROOF SHEATHING (PER STRUCTURAL DRAWINGS)

PROVIDE NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE

SPEC.

NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE SPEC.

4 4

9 9

9 9

ROOF VENT

11 DRAFT STOP IN ATTIC. ONE LAYER 1/2" GYP. BD. ATTACHED TO

SIDE OF ROOF TRUSS.

12 SELF CLOSING DOOR IN DRAFT STOP.

NEW EXTENDED ROOF

13 MECHANICAL VENT. SEE MECHANICAL DRAWINGS.

@ LOW

ROOF

@ LOW

ROOF

14 PPM ROOF RIDGE VENT.

PPM ROOF RIDGE VENT

15 SNOW GUARDS, SEE SPECIFICATIONS.

MAIN ATTIC

REQUIRED VENT AREA:

3360 SF/300 = 11.2 SF MIN. ATTIC VENTING

11.2 SF/2= 5.6 SF MIN. UPPER VENTING

PROVIDED LOWER VENTING:

112 LF EAVE VENTING (AT EVERY TRUSS SPACE)

3 - 3" DIA HOLES PER TRUSS SPACE

21SQ INCH PER 2FT

1176 SQ INCHES OF VENTING

TOTAL NFVA = 8.16 SF

PROVIDED UPPER VENTING:

48LF - RIDGE ROOF VENTS @18 SQ.IN/LF = 6 SF VENTING

TOTAL NFVA = 6 SF

PROVIDED TOTAL ROOF VENTING:

TOTAL NFVA = 14.16 SF

MAIN ATTIC

REQUIRED VENT AREA:

1722 SF/300 = 5.7 SF MIN. ATTIC VENTING

5.7 SF/2= 2.87 SF MIN. UPPER VENTING

129 LF EAVE VENTING (AT EVERY TRUSS SPACE)

3 - 3" DIA HOLES PER TRUSS SPACE

1354 SQ INCHES OF VENTING

TOTAL NFVA = 9.4 SF

63LF - RIDGE ROOF VENTS @18 SQ.IN/LF = 7.8 SF VENTING

1 - 18 x 24 EAVE VENT @ 3 SF EACH = 3 SF VENTING

TOTAL NFVA = 10.8 SF

TOTAL NFVA = 20.2 SF

MAIN ATTIC

REQUIRED VENT AREA:

2581 SF/300 = 8.6 SF MIN. ATTIC VENTING

8.6 SF/2= 4.3 SF MIN. UPPER VENTING

80 LF EAVE VENTING (AT EVERY TRUSS SPACE)

3 - 3" DIA HOLES PER TRUSS SPACE

840 SQ INCHES OF VENTING

TOTAL NFVA = 5.8 SF

98LF - RIDGE ROOF VENTS @18 SQ.IN/LF = 12.25 SF VENTING

2 - 18 x 24 EAVE VENT @ 3 SF EACH = 6 SF VENTING 2 - 12 x 18 EAVE VENT @ 1.5 SF EACH = 3 SF VENTING

TOTAL NFVA = 21.25 SF

TOTAL NFVA = 27.8 SF

15 15

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

T.O. SLAB

100'-0"

WINDOW HEAD

106'-8"

T.O. PLATE

108'-1"

T.O. SLAB

100'-0"

WINDOW HEAD

106'-8"

T.O. PLATE

108'-1"

T.O. SLAB

100'-0"

WINDOW HEAD

106'-8"

T.O. PLATE

108'-1"

T.O. SLAB

99'-2"

WINDOW HEAD

105'-10"

T.O. PLATE

107'-3"

T.O. SLAB

99'-2"

WINDOW HEAD

105'-10"

T.O. PLATE

107'-3"

T.O. PLATE

110'-0"

T.O. PLATE

110'-0"

T.O. SLAB

WINDOW HEAD

T.O. PLATE

T.O. PLATE

110'-0"

99'-2"

105'-10"

107'-3"

T.O. SLAB

100'-0"

WINDOW HEAD

106'-8"

T.O. PLATE

108'-1"

T.O. SLAB

122'-10"

T.O. SLAB

122'-10"

T.O. SLAB

122'-10"

T.O. SLAB

122'-10"

T.O. PLATE

110'-0"

(E

EA

ST

B U

IL

D

G

EW

(E

W

ES

T

BU

IL

D

IN

G

N

EW

(E

W

ES

T

BU

IL

D

IN

G

N

EW

(E

EA

ST

B U

IL

ID

N G

N

EW

EX

TE

RI

O

R

EL

EV

A

TI

O

N S

0941_A401_Elevations

WEST ELEVATION

SCALE: 1/8" = 1'-0"

GGL

GGL

A401

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"02

REMOVE EXISTING COMPOSITION ASPHALT SHINGLES PROVIDE

NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE SPEC.

PPM ROOF RIDGE VENT.

REMOVE EXISTING METAL ROOF AND EXISTING SHAKE SHINGLES.

PROVIDE NEW ROOF SHEATHING (PER STRUCTURAL DRAWINGS)

PROVIDE NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE

SPEC.

NEW METAL ROOF OVER 2 LAYERS ROOF FELT. SEE SPEC.

2X6 FASCIA - PAINTED

KEYNOTES

T-111 SIDING TO MATCH EXISTNG BUILDNG SIDING - PAINTED

EXISTING GABLE WALL VENT REPAIR OR REPLACE

1X WOOD WINDOW TRIM - PAINTED

9 NEW VINYL WINDOWS.

PLASTIC GUTTER AND DOWNSPOUT w/ SPLASH BLOCK

REPLACE EXISTING WINDOW WITH NEW VINYL WINDOWS.

1 2

77 8

89 9 9 9

9 9 10 10 10

10 10 10 10 10

EXISTING ANODIZED ALUM STOREFRONT.12

12 8

11 11

7 71110 10

10 148

FRAME OPENING FOR FUTURE VINYL WINDOW. PROVIDE WINDOWS

FOR INSTALLATION AT LATER DATE. DELIVER TO OWNER FOR

STORAGE.

13 13

PROVIDE EXTERIOR SIDING AT INFILL OF EXISTING DOOR OR

WINDOW, MATCH EXISITNG SIDING AND PAINT.

10 10 10

5.00

5.00

5.00

5.00

5.00

5.00

PAINT EXTERIOR OF NEW ADDITION AND EXISTNG BUILDINGS "A"

AND "C" TO MATCH EXISTING COLORS.

TRIM: TO MATCH (E)

BODY: TO MATCH (E)

FASCIA: TO MATCH (E)

EXTERIOR PAINT COLORS

10 14

15 MECHANICAL VENT. SEE MECHANICAL DRAWINGS.

15 15

SHADED AREA OF EXTENDED ROOF

NEW

44 4

4 4

4 4

16 NEW CONCRETE STAIR, SEE DETAIL 01 & 02/A103.

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

T.O. PLATE

110'-0"

T.O. SLAB

100'-0"

DOOR HEAD

106'-8"

WINDOW HEAD

108'-0"

T.O. ROOF

123'-5 1/4"

T.O. SLAB

WINDOW HEAD

T.O. PLATE

T.O. PLATE

110'-0"

99'-2"

105'-10"

107'-3"

T.O. SLAB

100'-0"

DOOR HEAD

106'-8"

WINDOW HEAD

108'-1"

T.O. SLAB

122'-10" T.O. ROOF

123'-5 1/4"

T.O. PLATE

110'-0"

T.O. SLAB

100'-0"

DOOR HEAD

106'-8"

WINDOW HEAD

108'-0"

T.O. ROOF

123'-5 1/4"

A502

A501

A501

A502

A502

A502

A501

A501

BU

IL

D

IN

G S

EC

TI

O N

S

0941_A501_BuildingSects

GGL

GGL

A501

01 BUILDING SECTION

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

02 BUILDING SECTION

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

03 BUILDING SECTION

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

WOMEN

MEN

OPEN OFFICE

OPEN OFFICE

MECHANICAL

5.00

5.00

OVER-FRAME IN

HATCHED AREA,

RE: STRUC.

OVER-FRAME IN

HATCHED AREA,

RE: STRUC.

OPEN OFFICE

5.00

5.00

MECHANICAL

MEN

OPEN OFFICE

CONF

OPEN OFICE

109 OPEN OFFICE

COMPUTER

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

T.O. SLAB

100'-0"

WINDOW SILL

103'-8"

WINDOW HEAD

108'-0"

T.O. PLATE

110'-0"

B.O. FOOTING

97'-6"

T.O. SLAB

100'-0"

WINDOW HEAD

108'-0"

T.O. PLATE

110'-0"

B.O. FOOTING

97'-6"

T.O. (E) SLAB

99'-2"

T.O. (E) PLATE

107'-3"

T.O. ROOF FRAMING

123'-5 1/4"

T.O. (E) ROOF FRAMING

114'-4"

T.O. SLAB

100'-0"

T.O. PLATE

110'-0"

B.O. FOOTING

97'-6"

T.O. (E) SLAB

99'-2"

T.O. ROOF FRAMING

123'-5 1/4"

B.O. TRUSSES

119'-0"

T.O. (E) PLATE

108'-1"

A902

A902

A901

A902

A902

A902

A901

A902

A902

A902

A902

A902

A902

MIRROR

A902

07 MIRROR

SIM

O.H.

W A

LL

S

EC

TI

O N

S

0941_A502_WallSects

01 WALL SECTION

SCALE: 3/4" = 1'-0"

GGL

GGL

A50202 WALL SECTION

SCALE: 3/4" = 1'-0"03 WALL SECTION

SCALE: 3/4" = 1'-0"

DATE

PROJECT NAME

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

DATE

PROJECT NAME

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

T.O. SLAB

100'-0"

DOOR HEAD

106'-8"

T.O. PLATE

110'-0"

B.O. FOOTING

97'-6"

WINDOW HEAD

108'-0"

T.O. SLAB

100'-0"

WINDOW HEAD

108'-0"

T.O. PLATE

110'-0"

B.O. FOOTING

97'-6"

T.O. (E) SLAB

99'-2"

T.O. (E) PLATE

107'-3"

T.O. ROOF FRAMING

123'-5 1/4"

T.O. (E) ROOF FRAMING

114'-4"

A901

A901

A901

A902

A902

A902

A902

A902

A901

A902

A901

A902

1'-0"

3' -0

5'-0" LANDING

W A

LL

S

EC

TI

O N

S

0941_A503_WallSects

01 WALL SECTION

SCALE: 3/4" = 1'-0"

GGL

GGL

A50302 WALL SECTION

SCALE: 3/4" = 1'-0"

1:12 MAX SLOPE

DATE

PROJECT NAME

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

T.O. SLAB

WINDOW HEAD

T.O. PLATE

99'-2"

105'-10"

107'-3"

T.O. SLAB

WINDOW HEAD

T.O. PLATE

99'-2"

105'-10"

107'-3"

A504

A504

A902

A902

A902

A902

A902

A902

A102

A902

1'-0"

1'-0"

5'-0" LANDING

5'-0" LANDING 3'

-0

3' -0

W A

LL

S

EC

TI

O N

S

0941_A504_WallSects

02 WALL SECTION

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

GGL

GGL

A504

01 WALL SECTION

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

1 MAX

CONCRETE RAMP

1 1/2" METAL HANDRAIL

PAINTED

1/2" SOFFIT PANEL

PAINTED

WOOD FRAMING

SEE STRUCTURAL DRAWINGS

COMP. ASPHALT SHINGLES

OVER 2 LAYERS ROOFING FELTS

ON PLYWOOD SHEATHING

1/2" SOFFIT PANEL

PAINTED

WOOD FRAMING

SEE STRUCTURAL DRAWINGS

COMP. ASPHALT SHINGLES

OVER 2 LAYERS ROOFING FELTS

ON PLYWOOD SHEATHING

1 1/2" METAL HANDRAIL

PAINTED

CONCRETE RAMP

EXSITING NEW

DATE

PROJECT NAME

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

STANDARDADA

A601

/2

1'-3"

5'-0"

2'-0"

1/

2"

/2

4"

3"

4"

EN

LA

RG

ED

F

LO

O R

PL

A

N S

0941_A601_IntElevations

GGL

GGL

A601

123 1

1 2 31

2 32 3

BASE CABINET W/ SINGLE DRAWER

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

2 3

02 WOMEN 115 ELEVATIONS

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

03 MEN 116 ELEVATIONS

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

A B C D

KEYNOTES

TOILET PAPER DISPENSER SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

GYPSUM BOARD WALL FINISH; PAINTED, SEE FINISH SCHEDULE

SCHEDULED BASE

SOAP DISPENSER, SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

ADA GRAB BAR; SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

PAPER TOWEL DISPENSER SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

SANITARY NAPKIN WASTE; SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS

TOILET SEAT COVER DISPENSER; SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS

LAVATORY, SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

ACCESSIBLE-HEIGHT WATER CLOSET; SEE 08/A003 FOR ADA MOUNTING

REQUIREMENTS.

PLAM BACKSPLASH

PLAM COUNTERTOP

6 7 8 9

4'-0"H FRP PANEL, SEE FINISH SCHEDULE

TOILET PARTITION, SEE SPEC.

14 14 14

A B C D

6 987

12 12

7 8 9 141414

03 MEN 116 ELEVATIONS

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

04 SCALE: 1/4" = 1'-0"

A

INTERIOR ELEVATIONS

06 SCALE: 1/4" = 1'-0"

A

INTERIOR ELEVATIONS

05 SCALE: 1/4" = 1'-0"

A

INTERIOR ELEVATIONS

FILING CABINETS BY OWNER. (OFOI)

DESK TOP BY OWNER. (OFOI)

15 16

URINAL, SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

18 HI / LOW DRINKING FOUNTAIN, SEE 08/A003 FOR ADA MOUNTING REQUIREMENTS.

19 5'-0"W BASE CABINET W/ PLASTIC LAM. COUNTERTOP AND SINK. SEE 08/A003 FOR

ADA MOUNTING REQUIREMENTS.

19 918

PLASTIC LAMINATE

COUNTERTOP

PROVIDE 1 1/2" RADIUS

@ ALL EXPOSED

CORNERS

PLASTIC LAMINATE-

FACED DRAWER &

DOOR

BASE

NO SHELF - FOR ACCESS TO FLOOR DRAIN.

PLASTIC LAMINATE

BACKSPLASH

ADJUSTABLE LAMINATE

SHELF

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E

(E

(E

(E

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)OFFICE

(E)OFFICE

(E)OFFICE

(E)LOBBY

(E)VESTIBULE

CONFERENCE

(E)OFFICE

(E)OPEN OFFICE

WOMEN

MEN

116 COMPUTER

ARC BULLPEN

UNIONOFFICE

(E)STO

(E)MECH

BREAK

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

VESTIBULE

RE

FL

EC

TE

D C

EI

LI

N G

P

LA

0941_A201_Plan+RCP1

A701 N

REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"01

CEILING LEGEND

GYPSUM BOARD CEILING/SOFFIT - AT

+10'-0" AFF. UNLESS NOTED OTHERWISE.

RECESSED, DIRECT/INDIRECT

FLUORESCENT LIGHT FIXTURE; RE: ELEC

SURFACE MOUNT, FLUORESCENT LIGHT

FIXTURE WITH PRISMATIC LENS; RE: ELEC

RECESSED COMPACT FLUORESCENT LIGHT

FIXTURE; RE: ELEC

SURFACE MOUNT FLUORESCENT LIGHT FIXTURE; RE: ELEC

WALL MOUNTED LIGHT FIXTURE; RE: ELEC

CEILING / WALL MOUNTED ILLUMINATED EXIT

LIGHT FIXTURE - VERIFY MOUNTING HEIGHT; RE: ELEC

MECHANICAL GRILLES; RE: MECH

DECORATIVE PENDANT MOUNTED LIGHT FIXTURE; RE: ELEC

WALL MOUNTED LINEAR FLUORESCENT

FLUORESCENT LIGHT FIXTURE; RE: ELEC

1.

ALL CEILINGS AND SOFFITS NOT DIRECTLY SUPPORTED BY STRUCTURAL

FRAMING (SUSPENDED OR HUNG DOWN) SHALL BE SUPPORTED BY EITHER

METAL OR WOOD FRAMING - CONTRACTOR'S CHOICE. ALL DESIGNS FOR

DEAD AND LIVE LOADS SHALL BE BY CONTRACTOR. ALL SUSPENDED

CEILINGS (GYPSUM & ACOUSTIC) SHALL MEET SEISMIC REQUIREMENTS.

GENERAL NOTES

22 1/2" x 54" ATTIC ACCESS LADDER

HARDI PANEL SOFFIT

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

SHEET TITLE

PROJECT:

DRAWN BY:

CHECK:

497 SW Century Drive Suite 105 Bend, OR 97702 Tel. 541.330.6506 admin@ggl-arch.com

CONSULTANTS

© GGL Architecture LLC 2010

EM

IG

RA

N

T C

G

ER

D

IS

TR

IC

T

O

FF

IC

E

A D

D

IT

IO

N

2010/04/26

H

IG

H W

A Y

S

O

ES

O

RE

G

O N

100% SET

2010/05/06100% SET Revised

T T T

A B C D

F G H

A901

A901

A901 TYP

TYP

TYP

A901

A901

A901 TYP

TYP

TYP

E

12"

12"

4" 18"

1'-4"

8" 6" 4"

9"

6" 7"

12"

12"

9"

1"

1"

3' -0

2'-0" 3'-0" 2'-0" 7'-0"

FIXED

M A

TC

H

E)

FINISHED FLOOR

4' -6

EQ. EQ.

4'-0"

FIXED

8' -0

EQ.EQ. EQ.EQ. EQ.

FINISHED FLOOR

4' -6

EQ. EQ.

FIXED

8' -0

EQ.EQ. EQ. EQ. EQ.

5'-0"

4' -6

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

FIXED

8' -0

1' -4

1' -4

1' -4

EQ. EQ. EQ. EQ.

7'-0"

3' -0

EQ. EQ.

6'-0"

M A

TC

H

E)

FIXED 2'

-6

2'-0" 3'-0" 2'-0" 7'-0"

FIXED

M A

TC

H

E)

2' -6

3'-4"

FIXED

M A

TC

H

E)

EQ. EQ. EQ.

3' -0

3'-0"

FIXED

M A

TC

H

E)

FIXED FIXED FIXEDFIXED

FIXED

FIXEDFIXED FIXED FIXED

W

IN

D O

W

D O

O R

SC

H

ED

U

LE

S

L

EG

EN

D S

0941_A801_Win+Door

GGL

GGL

A801

SAFETY GLAZING REQUIRED AT WINDOWS WITHIN 24" OF DOOR

ALL WINDOW GLAZING TO BE DOUBLE GLAZED W/ 1/2" AIR SPACE & LOW 'E' COATING;

PROVIDE STOREFRONT SILL FLASHING AND END DAM AT SILL

A.

B.

C.

SEE ELEVATIONS FOR OPERATION DIRECTIOND.

T = TEMPERED GLAZINGE.

WINDOW ARE ALUMINUM STOREFRONT. F.

VERIFY DIRECTION OF OPERATION. SEE ELEVATIONS SHEET A401G.

01 SCALE: NTS

WINDOW/DOOR FLASHING SEQUENCE @ NEW WINDOWS

DOOR SCHEDULE

FIRST FLOOR

DOOR HARDWARE REQUIREMENTS

OPERATING HARDWARE SHALL BE LEVER TYPE OR EQUAL AT ALL DOORS (OSCC 1109.4 & 1109.3)

OPERATING HARDWARE SHALL BE MOUNTED NOT LESS THAN 36" OR NO MORE THAN 38" ABOVE THE FLOOR (OSCC 1109.3.3 & 1109.9.8)

THE OPENING FORCE SHALL NOT EXCEED 5 POUNDS PER FOOT FOR INTERIOR DOORS OR 8.5 POUNDS PER FOOT FOR EXTERIOR DOORS

(OSCC 1109.9.9)

SWEEP PERIOD FOR DOORS WITH CLOSERS SHALL BE ADJUSTED SO THAT IT TAKES AT LEAST 3 SECONDS TO CLOSE FROM 70 DEGREES OPEN POSITION TO 3" FROM THE LATCH, WHEN MEASURED TO THE LEADING EDGE OF THE DOOR (OSCC 1109.9.7)

PROVIDE THRESHOLD W/ 1/2" MAX. CHANGE IN ELEVATION.

FLOOR TRANSITIONS TO BE 1/2" MAX.

PROVIDE SAFETY GLAZING @ WINDOWS AS REQUIRED PER OSSC SECTION 2406.3

1.

2.

3.

4.

5.

6.

7.

03 WINDOW TYPES04 SCALE: NTS

DOOR TYPES

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

GENERAL NOTES

WINDOW SCHEDULEFINISH SCHEDULE

FINISH SCHEDULE LEGEND

DOOR HARDWARE

02 REPLACEMENT WINDOW TYPES

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

A (E) 7'-0"x3'-0"

5.

G

LA

SS

6.

R

AT

IN

G

2.

W

IN

DO

W T

YP

E

4.

F

AC

IN

G /F

IN

IS

H

3.

C

O

NS

T.

1.

W

IN

DO

W S

IZ

E

W

IN

DO

W

M

AR

K

7.

R

EM

AR

KS

VINYL WHITE CLEAR

B (E) 6'-0"x3'-0" VINYL CLEAR C

(E) 3'-4"x2'-6" VINYL CLEARD E

SEQUENCE OF WINDOW AND DOOR FLASHING

1.- INSTALL SILL APRON. ADHERE ON TOP ONLY, SO WALL UNDERLAYMENT CAN SLIP UP UNDER IT.

2.- INSTALL FLEXIBLE SILL FLASHING IN CONTINUOUS BEAD OF SEALANT. INSTALL OVER PWD.

SPACER AND LAP OVER SILL APRON.

3.- NOT USED

4.- INSTALL JAMB WRAP FLASHING OVER ENTIREJAMB AND ADHERE TO WOOD JAMB. LAP OVER

SILL PAN AND SILL APRON.

5.- INSTALL WINDOW/DOOR PER MANUFACTURER'S INSTRUCTIONS

6.- INSTALL JAMB STRIPS, JAMB WRAP FLASHING AND WINDOW/DOOR JAMB FLASHING.

7.- INSTALL HEAD STRIP. LAP OVER JAMB STRIPS AND WINDOW/DOOR HEAD MOUNTING FLANGE.

8.- INSTALL METAL HEAD FLASHING WITH DRIP EDGE.

2 5

7 8

A B C D E

(E) 7'-0"x2'-6" VINYL CLEAR

FIXED

8.

F

RA

M

E

C O

N

ST

RU

C

TI

O

N

7.

F

RA

M

E

TY

PE

6.

R

A

TI

N G

5.

G

LA

SS

4.

F

A C

IN

G

/F

IN

IS

H

3.

C

O N

ST

RU

C

TI

O N

2.

D

O O

R

TY

PE

1.

S

IZ

E

(W

ID

TH

X

H

EI

G H

T)

D O

O R

M A

RK

7. FRAME TYPE

S - STANDARD

T - TRANSOM

L - SIDE LITE

SF - STOREFRONT

C - COMBINATION

5. GLASS

T - TEMPERED

I - INSULATED

C - COLORED/TINTED

6. RATING

20 - 20 MIN. RATED

40 - 40 MIN. RATED

60 - 60 MIN. RATED

90 - 90 MIN. RATED

120 - 120 MIN. RATED

3, 8. DOOR/FRAME CONST.

AL - ALUMINUM

HM - HOLLOW METAL

WD - WOOD

SC - SOLID CORE WOOD

4. FACING/FINISH

PT - PAINTED

ST - STAINED (PRE-FINISHED)

AN - ANODIZED

FAC - FACTORY FINISH

SCHEDULE CODES:

9. NOTES

SF

100 3'-0" X 7'-0" B AL AN AL

A

REPLACE EXISTING WINDOW

S101 3'-0" X 6'-8" A WD ST WD

S102 3'-0" X 6'-8" A WD ST WD

B

NOTE: TO BE FLASHED PER THE FOLLOWING OR PER MANUFACTURER RECOMMENDATION. CONTRACTOR TO PROVIDE MANUFACTURERS RECOMMENDED METHOD FOR REVIEW.

ROOM NUMBER ROOM NAME FLOOR BASE CEILING HEIGHT REMARKS

N E S W

WALL

SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION

C CONCRETE SEALED

CPT1

FP FIBERGLASS REINFORCED PANEL -ALMOND

GB GYPSUM BOARD

PL 1 PLASTIC LAMINATE - WILSON ART,

TUNGSTEN EV , 4814-60

P1

RB1

RB2

SV 1 SHEET VINYL - SEE SPEC

FIRST FLOOR

100 VESTIBULE

101 LOBBY

8'-0"

8'-0"(E)

CARPET, SEE SPEC

P2

P3

5'-0"x4'-6" VINYL CLEARF 4'-0"x4'-6" VINYL CLEARG 7'-0"x4'-6" VINYL CLEARH

WHITE

WHITE

WHITE

WHITE

WHITE

WHITE

REPLACE EXISTING WINDOW

REPLACE EXISTING WINDOW

REPLACE EXISTING WINDOW

(E) TO REMAIN

S103 3'-0" X 6'-8" A WD ST WD

S104 3'-0" X 6'-8" A WD ST WD

S105 3'-0" X 6'-8" A WD ST WD

S106 3'-0" X 6'-8" A WD ST WD

S107 3'-0" X 6'-8" A WD ST WD

S108 3'-0" X 6'-8" A WD ST WD

S110 3'-0" X 6'-8" A SC ST HM

S115 3'-0" X 6'-8" A WD ST WD

S116 3'-0" X 6'-8" A WD ST WD

S117A 3'-0" X 6'-8" A WD ST HM

S117B 3'-0" X 6'-8" A WD ST HM

L117C 3'-0" X 6'-8" C WD ST WD

S117D 3'-0" X 6'-8" A WD ST HM

S118 3'-0" X 6'-8" A WD ST WD

SF119 3'-0" X 6'-8" B AL AN AL

S120 3'-0" X 6'-8" A WD ST WD

S122 3'-0" X 6'-8" A WD ST WD

(E) TO REMAIN

OFFICE 8'-0"

OFFICE 8'-0"

OFFICE 8'-0"

STORAGE 8'-0"

MECHANICAL 8'-0"

BREAK 8'-0"RB1 GB/P1 GB/P1 GB/P1 GB/P1 GB/P2CPT1

CONFERENCE 8'-0"RB2 GB/P1 GB/P1 GB/P1 GB/P1 GB/P2CPT1

OPEN OFFICE 8'-0"

RECEPTION 8'-0"

WOMEN 10'-0"RB1 GB/P1 GB/P1/FPGB/P1/FPGB/P1/FP GB/P2SV1

MEN 10'-0"RB1SV1

OPEN OFFICE 10'-0"RB2 GB/P1 GB/P1 GB/P1 GB/P1CPT1

ARC BULLPEN 8'-0"RB2 GB/P1 GB/P1 GB/P1 GB/P1CPT1

COMPUTER 8'-0"GB/P1 GB/P1 GB/P1 GB/P1(E)

120 OPEN OFFICE 8'-0"GB/P1 GB/P1 GB/P1 GB/P1CPT1

121 OPEN OFFICE 8'-0"GB/P1 GB/P1 GB/P1 GB/P1CPT1

122 UNION OFFICE 8'-0"GB/P1 GB/P1 GB/P1 GB/P1CPT1

RB2

RB2

RB2

RB2

GB/P1/FPGB/P1/FP GB/P1 GB/P1/FP

TC

TC

T

10. HARDWARE

(E) TO REMAIN, NEW CC, OO

(E) TO REMAIN

C

EX EXISTING FINISH TO REMAIN

KEY DESCRIPTION MANUFACTURER/ FINISH KEY DESCRIPTION MANUFACTURER/ FINISH

LEVER HANDLE PASSAGE SET

LEVER HANDLE LOCK SET

LEVER HANDLE CLASSROOM SET

LEVER HANDLE STOREROOM LOCK

LEVER HANDLE PRIVACY SET

EXTERIOR PULL WITH KEY ENTRY

PUSH PULL

PADDLE RELEASE ON LOCAL ALARM

PANIC HARDWARE

ELECTRIC PANIC

1 1/2 PAIR BUTT HINGES

WALL STOP

FLOOR STOP

CLOSER

COORDINATOR

ASTRAGAL

MANUAL FLUSH BOLTS

AUTO FLUSH BOLTS

SMOKE/SOUND SEAL

LATCH GUARD PLATE

KICK PLATE

WEATHERSTRIPPING

ADJUSTABLE SWEEP

THERMAL BREAK THRESHOLD

TRACK & ROLLERS

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

2 PAIR BUTT HINGES

Z

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

PP

QQ

SEE SPECIFICATIONS SEE SPECIFICATIONSMAGNETIC HOLD OPEN DEVICE

AUTOMATED DOOR BOTTOM

ELECTRIC STRIKE

HARDWARE BY MANUFACTURER

2 OFFSET PIVOTS

3 OFFSET PIVOTS

INTERIOR SLIDE LATCH

BI-FOLD PULLS

HIGH SPEED ELECTRIC MOTORS

ELECTRIC MOTOR

INTERNAL CLOSER & STOP

NAME PLATE

OCCUPANCY INDICATOR

CARD READER

ADA PUSHBUTTON

AUTO OPENER

DOOR KNOCKER

G,K,M,O,MM

G,K,M,O,MM

A,K,M,O,T,AA

A,K,M,O,T,AA

B,K,N,O,W,Y,CC,OO

A,K,M, B,K,N,O,W,Y,CC,OO

B,K,M, NOTE: CONTRACTOR TO VERIFY ALL (E) WINDOW SIZES BEFORE ORDERING WINDOW PACKAGE

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

(E) TO REMAIN (E) TO REMAIN

123 VESTIBULE 10'-0"GB/P1 GB/P1 GB/P1 GB/P1VCT1 RB2

S123 3'-0" X 6'-8" B WD ST WDT

A,K,N,O,W

B,K,N,O,W,Y,CC,OO

G,K,M,O,CC,MM,OO

(E) 3'-0"x3'-0" VINYL CLEARWHITE REPLACE EXISTING WINDOW

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

VCT 1

PAINT @ INTERIOR WALLS -

SHERWIN WILLIAMS, SW6108, LATTE

PAINT @ INTERIOR CEILINGS -

SHERWIN WILLIAMS, SW6098, PACER WHITE

PAINT @ INTERIOR CEILINGS -

SHERWIN WILLIAMS, SW6098, PACER WHITE

VINYL COMPOSTION TILE

SEE SPEC.

RUBBER BASE, COVED 6"

SEE SPEC

RUBBER BASE, COVED 4"

SEE SPEC

GB/P2

GB/P2

GB/P2

GB/P2

GB/P2

GB/P2

GB/P2

GB/P2

ST

AT

G R

S

E I

O

TE FO

Bend, Oregon

ED

ER AR

EC

T

N

REGO

TJames B. Landin

File details come from the government source that posted it. Updated .