Drawings - 6p16-19.pdf

FLOOR 2

111' - 0"

T.O. BEAM

126' - 3"

A4.1

A4.1

B2

B1

B1

B2

B1

B2

B1

B1

B2

B1

SS

SS

Y1Y2

PRECAST CONCRETE

BOLLARD, SEE

LANDSCAPE

B2 B2

M

M

G

G

CLERESTORY SILL

130' - 5"

A4.1

H

M

D

EQEQ

D.S.

D.S.

D.S.

Y1.4Y1.6

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

T.O. LIGHT MONITOR

132' - 5"

A4.1

FLOOR 2

111' - 0"

T.O. BEAM

126' - 3"

A4.1

B2

B1

B1

B2

B1

B2

B1

B1

B2

B1

SS

SS

X2 X1

PRECAST CONCRETE

BOLLARD, SEE

LANDSCAPE

B2 B2

M

M

G

G

CLERESTORY SILL

130' - 5"

A4.1

NEW GUTTER AND

DOWNSPOUT TO MATCH

EXISTING

X1.4X1.6

G

M

D

D.S.

D.S.

8' - 7 3/4"12' - 8 1/2"8' - 7 3/4"

T.O. LIGHT MONITOR

132' - 5"

A4.1

BRICK 1 (LIGHT): TO MATCH EXISTING BRICK (FLASHED

DESERT TAN - 3x4x12) B1

MATERIAL LEGEND

BRICK 2 (DARK): TO MATCH EXISTING BRICK (HEAVY

FLASHED DESERT TAN - 3x4x12) B2

SS

STANDING SEAM METAL ROOF: COLOR TO MATCH

EXISTING

M PREFINISHED BRAKE METAL TRIM, COLOR TO MATCH

EXISTING BUILDING

G

PREFINISHED METAL GUTTER, COLOR TO MATCH

EXISTING

D

DIRECT APPLIED FINISH COLOR TO MATCH EXISTING

CANOPY SOFFIT

FLOOR 2

111' - 0"

T.O. BEAM

126' - 3"

A4.1 Y1 Y2

CLERESTORY SILL

130' - 5"

A4.1

SS

SS

M

G

M

G

B2

B1

B2

B1

B2

B1

B2

B1

B2

B1

B2

B1

PRECAST CONCRETE

BOLLARD, SEE LANDSCAPE

H

D

M

EQ EQ

D.S.

D.S.

D.S.

Y1.4 Y1.6

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

T.O. LIGHT MONITOR

132' - 5"

A4.1

A4.1

FLOOR 2

111' - 0"

T.O. BEAM

126' - 3"

X2X1

CLERESTORY SILL

130' - 5"

A4.1

B2

B1

B1

B2

B1

SS

SS

B2

M

M

G

G

X1.4 X1.6

G

D

M

B2

B1

B1

B2

B1

B2

EQ EQEQ EQ

D.S. D.S.

D.S. D.S.

8' - 7 3/4" 12' - 8 1/2" 8' - 7 3/4"

T.O. LIGHT MONITOR

132' - 5"

A4.1

A4.1

FLOOR 2

111' - 0"

8.17.3

V.I.F.

EXISTING BRICK COLUMNS

PAINTED STEEL GUARD RAIL

CONCRETE

LEDGE

/2

' - 6

V.I.F.

/2

VERIFY LOCATIONS OF

EXISTING POST HOLES IN FIELD

4", TYP.

4", TYP.

A1.23 1/2"3 1/2"

FLOOR 2

111' - 0"

Y2

V.I.F.

A1.2

4", TYP.

/2

PAINTED STEEL

GUARD RAIL

FLOOR 2

111' - 0"

X1

/2

4", TYP.

V.I.F.

A1.2

PAINTED STEEL

GUARD RAIL

PROJECT NUMBER

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DATE

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Boulder Associates, Inc.

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303.499.7795

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A d d it io n

A C e n tr a l_ m b la s e r.

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152732.00

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EXTERIOR

ELEVATIONS

A3.1

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

851 E. 5th STREET

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100%

CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"A1.1 A3.1

1 EAST ELEVATION - PORTE COCHERE

1/4" = 1'-0"A1.1 A3.1

2 NORTH ELEVATION - PORTE COCHERE

1/4" = 1'-0"A1.1 A3.1

3 WEST ELEVATION - PORTE COCHERE

1/4" = 1'-0"A1.1 A3.1

4 SOUTH ELEVATION - PORTE COCHERE

1/4" = 1'-0"A1.1 A3.1

5 GUARDRAIL ELEVATION 1

1/4" = 1'-0"A1.1 A3.1

6 GUARDRAIL ELEVATION 2

1/4" = 1'-0"A1.1 A3.1

7 GUARDRAIL ELEVATION 3

DESCRIPTION DATE

FLOOR 2

111' - 0"

CONCRETE PAVING, SEE CIVIL

EXPANSION JOINT W/ SELF

LEVELING SEALANT, TYP.

WEEPS AT 24" O.C.

SELF-ADHERED THROUGH WALL

FLASHING

WEATHER RESISTIVE BARRIER

STEEL COLUMN, SEE

STRUCTURAL WITH 1-HOUR

SFRM, UL X771

CONCRETE FOUNDATION,

SEE STRUCTURAL

A4.1

1/2"

1/2"

1/2"

1/2" MORTAR NET

BRICK VENEER WITH GALV.

TIES AT 16" O.C.

5/8" GLASS-MAT GYP. BOARD

3 5/8" METAL STUD

2 3/4" 2"

5/8"

3 5/8" 10 5/16" 10 5/16" 3 5/8"

5/8"

2" 2 3/4"

3' - 2 5/8"

AIR SPACE

T.O. FOUNDATION

VARIES

X

X

4"

2"

PREFINISHED BRAKE

METAL FASCIA W/ DRIP

BACKER ROD AND SEALANT

CONTINUOUS 2X

WOOD BLOCKING

3/4" HAT CHANNEL FURRING

CONTINUOUS VINYL CORP. EIFS

SOFFIT VENT DIRECT APPLIED,

FDCV50-2000SE OR EQUAL

DIRECT APPLIED FINISH SYSTEM ON

5/8" GLASS MAT SHEATHING. (1 HR

RATED ROOF ASSEMBLY)

BACKER ROD AND SEALANT

DIRECT APPLIED FINISH SYSTEM

ON 5/8" GLASS MAT SHEATHING

1 5/8" METAL STUD @ 16" O.C.

1-HR RATED ROOF/

CEILING

ASSEMBLY:

UL P523

PRE-ENGINEERED METAL STUD

TRUSS, SEE STRUCTURAL

1/4"

5/8"

1 5/8" 1 5/8"

5/8" 1/4"

1-HOUR RATED SFRM BEAM

ASSEMBLY; UL S701

2' - 3"

T.O. BEAM

126' - 3"

DIRECT APPLIED

FINISH SYSTEM ON

5/8" GLASS MAT

SHEATHING

9" 9"

3/4" PRESSURE-TREATED

PLYWOOD

STANDING SEAM METAL ROOF

"COLUMN BEYOND

1' - 6"

4 1/4

SELF-ADHERING

UNDERLAYMENT

/4

DOWNSPOUT BEYOND

3"

3"

3"

4" PREFINISHED METAL 'D'

STYLE GUTTER AND 3"

ROUND DOWNSPOUT

CONTINUOUS BACKER

ROD AND SEALANT

CONTINUOUS BACKER

ROD AND SEALANT

CONTINUOUS 2X

WOOD BLOCKING

PREFINISHED BRAKE

METAL FASCIA W/ DRIP

STANDING SEAM

METAL ROOF

BRICK VENEER

SEALANT

DIRECT APPLIED

FINISH SYSTEM

ON 5/8" GLASS

MAT SHEATHING

1 5/8" METAL

STUDS

STEEL BEAM,

SEE STRUCTURAL

PRE-ENGINEERED METAL STUD

TRUSS, SEE STRUCTURAL

2' - 3"

DIRECT APPLIED FINISH

SYSTEM ON 5/8" GLASS

MAT SHEATHING.

7 3/4"

4 1/4

T.O. COLUMN

126' - 3"

3/4" PRESSURE-TREATED

PLYWOOD

SELF-ADHERING

UNDERLAYMENT

3/4" HAT CHANNEL

FURRING

2"

CONTINUOUS VINYL CORP. EIFS

SOFFIT VENT DIRECT APPLIED,

FDCV50-200SE OR EQUAL

4"

4" PREFINISHED METAL 'D'

STYLE GUTTER AND 3"

ROUND DOWNSPOUT

1-HOUR RATED

SFRM BEAM

ASSEMBLY; UL S701

FLOOR 2

111' - 0"

T.O. BEAM

126' - 3"

STANDING SEAM METAL ROOF ON 3/4"

FIRE-RETARDANT TREATED PLYWOOD

ON METAL STUD TRUSS

A4.1

A4.1

X2X1

/8

A4.1

A4.1

STANDING SEAM METAL ROOF ON 3/4"

FIRE-RETARDANT TREATED PLYWOOD

ON METAL STUD TRUSS

CLERESTORY SILL

130' - 5"

A4.1

FIBERGLASS SANDWICH

PANEL ASSEMBLY

30' - 0"

X1.4 X1.6

8' - 7 3/4" 12' - 8 1/2" 8' - 7 3/4"

G

WALL MOUNTED LIGHT FIXTURE,

SEE ELECTRICAL

EQ EQ

CONCRETE PAVING,

SEE CIVIL AND

LANDSCAPE

EXISTING CANOPY , DASHED

FOR REFERENCE

T.O. BEAM 2

133' - 5"

T.O. LIGHT MONITOR

132' - 5"

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

WEATHER BARRIER

OVER 5/8" GLASS MAT

SHEATHING, TYP.

3 5/8" METAL STUD

AIR SPACE

X

Y

STEEL COLUMN RE:

STRUCTURAL WITH 1-

HOUR SFRM, UL X771

BRICK VENEER (B2)

/8

BRICK VENEER (B1)

/2

1/2"

3' - 2 5/8"

/4

/4

/8

/8

2"

PREFINISHED BRAKE

METAL FASCIA W/ DRIP

BACKER ROD AND SEALANT, TYP.

CONTINUOUS 2X

WOOD BLOCKING

7/8" HAT CHANNEL

FURRING

CONTINUOUS VINYL CORP. EIFS

SOFFIT VENT DIRECT APPLIED,

FDCV50-2000SE OR EQUAL

DIRECT APPLIED FINISH SYSTEM ON

5/8" GLASS MAT GYP. SHEATHING

1-HR RATED ROOF/

CEILING ASSEMBLY:

UL P523

PRE-ENGINEERED METAL

STUD TRUSS, SEE STRUCTURAL

T.O. LIGHT MONITOR

132' - 5"

3/4" FIRE-RETARDANT

TREATED PLYWOOD

STANDING SEAM METAL ROOF

FIBERGLASS SANDWICH

PANEL ASSEMBLY

SELF-ADHERING UNDERLAYMENT

5/8" GLASS MAT GYP.

SHEATHING

4" 4" PREFINISHED METAL 'D'

STYLE GUTTER AND 3"

ROUND DOWNSPOUT

PREFINISHED BRAKE

METAL FLASHING

6 3/4" 6 1/4" 1' - 4 1/4"

DIRECT APPLIED FINISH

SYSTEM ON 5/8" GLASS

MAT GYP. SHEATHING.

BACKER ROD AND

SEALANT, TYP.

FLEXIBLE FLASHING

/2

WOOD BLOCKING

AS REQUIRED

BACKER ROD AND

SEALANT, TYP.

EQ. EQ.

PREFINISHED EAVE FLASHING

BY ROOFING MNFR.

PREFINISHED BRAKE

METAL SOFFIT CLOSURE

BACKER ROD AND SEALANT, TYP.

DOWNSPOUT BEYOND

1-HOUR RATED SFRM

BEAM ASSEMBLY; UL S701

1 5/8" METAL STUD @

16" O.C.

4 1/4

T.O. BEAM

133' - 5"

B.O. EAVE

133' - 3 1/2"

DRIP EDGE, TYP.

BACKER ROD AND

SEALANT, TYP.

FIBERGLASS SANDWICH

PANEL ASSEMBLY

PRE-ENGINEERED METAL

STUD TRUSS, SEE STRUCTURAL

STANDING SEAM METAL ROOF

SELF-ADHERING

UNDERLAYMENT

3/4" FIRE-RETARDANT

TREATED PLYWOOD

WOOD BLOCKING,

AS REQUIRED

PREFINISHED BRAKE METAL

FLASHING

4 1/4

CLERESTORY SILL

130' - 5"

7/8" 4 1/8" 3 7/8" 5/8"

5" 4 1/2"

END DAM FLASHING UNDER

BRAKE METAL FLASHING,

SEALANT AT ALL JOINTS

PREFINISHED METAL

FLASHING WITH

CONTINUOUS CLEAT

DIRECT APPLIED FINISH

SYSTEM ON 5/8" GLASS

MAT SHEATHING.

FLEXIBLE FLASHING

PREFINISHED METAL COUNTER

FLASHING BY ROOFING

MANUFACTURER

SLOPE 1/4" / FT

DOWNSPOUT BEYOND

3"

8" VERTICAL TRUSS

MEMBER, SEE STRUCTURAL

8" TRUSS TOP CHORD,

SEE STRUCTURAL

5" 4 1/2"

EQ. EQ.

/2

E Q

E

Q

BACKER ROD AND

SEALANT, TYP.

FIBERGLASS SANDWICH

PANEL ASSEMBLY

3/4" FIRE-RETARDENT

TREATED PLYWOOD

WOOD BLOCKING,

AS REQUIRED

PREFINISHED BRAKE METAL,

COLOR TO MATCH ROOF

FLEXIBLE FLASHING

STEEL COLUMN, SEE

STRUCTURAL

STEEL COLUMN RE:

STRUCTURAL WITH 1-

HOUR SFRM, UL X771

3 X 3 LIGHT GAUGE ANGLES, ALL

4 CORNERS. ATTACH TO LIGHT

GUAGE FRAMING FRAMING

ABOVE AND TRUSS TOP CHORD

BELOW

PRE-ENGINEERED METAL

STUD TRUSS, SEE STRUCTURAL

STANDING SEAM METAL ROOF

SELF-ADHERING

UNDERLAYMENT

3/4" FIRE-RETARDANT

TREATED PLYWOOD

BASEPLATE, SEE

STRUCTURAL

PREFINISHED BRAKE METAL FLASHING

WITH CONTINUOUS CLEAT

4 1/4

CLERESTORY SILL

130' - 5"

PREFINISHED BRAKE

METAL FLASHING WITH

CONTINUOUS CLEAT

DIRECT APPLIED FINISH

SYSTEM ON 5/8" GLASS

MAT SHEATHING.

FLEXIBLE FLASHING,

OVERLAP CLEAT

PREFINISHED METAL COUNTER

FLASHING BY ROOFING

MANUFACTURER

DOWNSPOUT BEYOND

8" VERTICAL TRUSS

MEMBER, SEE STRUCTURAL

8" TRUSS TOP CHORD,

SEE STRUCTURAL

STEEL COLUMN, SEE

STRUCTURAL WITH 1-HOUR

SFRM, UL X771

LINE OF LIGHT GUAGE ANGLE

FRAMING BEYOND, ATTACH TO

TOP CHORD FOR TRUSS BELOW

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

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A d d it io n

A C e n tr a l_ m b la s e r.

rv t

152732.00

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February 1, 2017

PORTE COCHERE -

DETAILS

A4.1

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

851 E. 5th STREET

RIFLE, CO 81650

100%

CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"A1.1 A4.1

9 SECTION DETAIL @ COLUMN FOOTING

1 1/2" = 1'-0"A1.2 A4.1

7 SECTION DETAIL @ PORTE COCHERE EAVE

1 1/2" = 1'-0"A1.2 A4.1

8 SECTION DETAIL @ T.O. COLUMN

1/2" = 1'-0"A1.1 A4.1

1 BLDG SECTION @ PORTE COCHERE

1 1/2" = 1'-0"A1.1 A4.1

6 PLAN DETAIL @ PORTE COCHERE

1 1/2" = 1'-0"A4.1 A4.1

3 SECTION DETAIL @ LIGHT MONITOR WINDOW HEAD

1 1/2" = 1'-0"A4.1 A4.1

4 SECTION DETAIL @ LIGHT MONITOR WINDOW SILL

1 1/2" = 1'-0"A3.1 A4.1

5 SECTION DETAIL @ LIGHT MONITOR JAMB

1 1/2" = 1'-0"A3.1 A4.1

2 SECTION DETAIL @ LIGHT MONITOR COLUMN

1515 15 15 15 15 15 15

NEW LIGHT FIXTURE,

SEE ELEC.

EXISTING HANDRAIL

TO REMAIN

RB1 OVER WALL

PROTECTION

REPAINT ALL DOOR

FRAMES, TYP.

T Y

P

P4 P4 P4 P4 P4 P4 P4 P4

P1P1P1

VERTICAL WALL AT

LIGHT MONITORS

TO BE P1, TYP.

PROJECT NUMBER

DRAWN BY

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SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

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Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

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T H

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I N

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A d d it io n

A C e n tr a l_ m b la s e r.

rv t

152732.00

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February 1, 2017

INTERIOR

ELEVATION

A6.1

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

851 E. 5th STREET

RIFLE, CO 81650

100%

CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"A2.1 A6.1

1 SECOND FLOOR - TYPICAL RESIDENT CORRIDOR ELEVATION

V .I

.F

V.I.F.

3' - 8 1/2"

A

A8.1

A8.1

A8.1

ALUMINUM CLAD WOOD - SINGLE-HUNG

E

"2

ALUMINUM STOREFRONT

T T

7' - 10" 2" EQ 2" EQ 2"

A8.1

A8.1

V.I.F.

14' - 1"

A8.1

A8.1

T T

A8.1

A8.1

TT

T T

F

T T

ALUMINUM STOREFRONT

2"

2' - 10 5/8"

2"

2' - 10 5/8"

7' - 10"

2"

A8.1

A8.1

A8.1

A8.1

V.I.F.

14' - 1 1/4"

T T

A8.1

A8.1

T

T T

T

B

ALUMINUM CLAD WOOD - SINGLE-HUNG

13' - 7 1/2" V.I.F.

V .I

.F

A8.1

A8.1

A8.1

BACKER ROD & SEALANT

(E) BRICK VENEER

(E) GYP. BD., REPAIR /

REPLACE AS REQUIRED

FOR NEW WINDOW

INSTALLATION

ALUMINUM CLAD

WOOD WINDOW

/4

/4

1"

1/2" RADIUSLINE OF STOOL BELOW

3/8"

(E) BRICK VENEER

(E) STEEL LINTEL

BACKER ROD

AND SEALANT

ALUMINUM CLAD WOOD

WINDOW

BACKER ROD AND SEALANT

3/4" (E) GYP. BD., REPAIR /

REPLACE AS REQUIRED

FOR NEW WINDOW

INSTALLATION

/8

BRAKE METAL FLASHING,

COLOR TO MATCH EXISTING

(E) LOUVER

ALUMINUM CLAD

WOOD WINDOW

BACKER ROD

AND SEALANT

1/2" SOLID SURFACE

STOOL WITH 1/4"

EASED EDGES

SEALANT

BACKER ROD AND SEALANT

C

ALUMINUM CLAD WOOD - PICTURE ABOVE / AWNING BELOW

14' - 9" V.I.F.

V .I

.F

A8.1

A8.1

A8.1

D

ALUMINUM CLAD WOOD

PICTURE ABOVE / AWNING BELOW

5' - 10 7/8" V.I.F.

V .I

.F

A8.1

A8.1

AUTOMATIC SLIDING DOOR

(E) WALL TO REMAIN, VERIFY ALL

EXISTING CONSTRUCTION IN

FIELD

BACKER ROD AND SEALANT

R

1/2"

ALUMINUM

STOREFRONT WITH 1"

INSULATED GLAZING

BACKER ROD

AND SEALANT

BACKER ROD

AND SEALANT

S

(E) WALL TO REMAIN, VERIFY ALL

EXISTING CONSTRUCTION IN

FIELD

1/2"

ALUMINUM

STOREFRONT WITH 1"

INSULATED GLAZING

BACKER ROD

AND SEALANT

BACKER ROD

AND SEALANT

R

(E) WALL TO REMAIN, VERIFY ALL

EXISTING CONSTRUCTION IN FIELD

1/2"

AUTOMATIC

SLIDING DOOR

BACKER ROD

AND SEALANT

BACKER ROD

AND SEALANT

S

(E) WALL TO REMAIN, VERIFY ALL

EXISTING CONSTRUCTION IN

FIELD

1/2"

G

A4.1

A4.1

A4.1

7' - 5"

H

A4.1

A4.1

A4.1

THRESHOLD SET IN

SEALANT

EXTERIOR INTERIOR

AUTOMATIC DOOR

(E) CONCRETE SLAB

PREFINISHED METAL PAN TO MATCH

WINDOW FRAME W/ END DAM

CONTINUOUS SEALANT

CONTINUOUS SUB SILL FLASHING

SET IN CONTINOUS BED OF

SEALANT, SILL PAN FLASHING W/

SEALED END DAMS & BACK DAMS

BACKER ROD AND SEALANT

EXTERIOR INTERIOR

1/2" ISOLATION MATERIAL AND

SEALANT

(E) CONCRETE SLAB

THRESHOLD SET IN

SEALANT

EXTERIOR INTERIOR

AUTOMATIC DOOR, SEE

SCHEDULE

(E) CONCRETE SLAB

1/2" ISOLATION MATERIAL AND

SEALANT

PREFINISHED METAL PAN

TO MATCH WINDOW

FRAME W/ END DAM

CONTINUOUS SEALANT

EXTERIOR INTERIOR

(E) CONCRETE SLAB

AUTOMATIC SLIDING DOOR

BACKER ROD AND SEALANT

5/8" GYP. BD.

WOOD BLOCKING

BACKER ROD AND SEALANT

(E) WALL TO REMAIN,

VERIFY ALL EXISTING

CONSTRUCTION IN FIELD

CORNER BEAD, TYP.

/2

ALUMINUM STOREFRONT

WITH 1" INSULATED GLAZING

BACKER ROD AND SEALANT

5/8" GYP. BD.

WOOD BLOCKING

BACKER ROD AND SEALANT

(E) WALL TO REMAIN,

VERIFY ALL EXISTING

CONSTRUCTION IN FIELD

/2

CORNER BEAD, TYP.

AUTOMATIC SLIDING DOOR

BACKER ROD AND SEALANT

5/8" GYP. BD.

BACKER ROD AND SEALANT

WOOD BLOCKING

(E) WALL TO REMAIN,

VERIFY ALL EXISTING

CONSTRUCTION IN FIELD

CORNER BEAD, TYP.

/2

ALUMINUM STOREFRONT WITH

1" INSULATED GLAZING

BACKER ROD AND SEALANT

5/8" GYP. BD.BACKER ROD AND SEALANT

WOOD BLOCKING

(E) WALL TO REMAIN,

VERIFY ALL EXISTING

CONSTRUCTION IN FIELD

CORNER BEAD, TYP.

/2

(E) BRICK VENEER

ALUMINUM CLAD

WOOD WINDOW

BACKER ROD

AND SEALANT

1/2" SOLID SURFACE

STOOL WITH 1/4"

EASED EDGES

SEALANT

BACKER ROD AND SEALANT

1. T = TEMPERED GLASS REQUIRED AT LITE SHOWN IN WINDOW TYPE.

2. CAULK AROUND ALL JOINTS AT WINDOWS.

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

REV

T T

L B v .2

T H

IS

L

IN

E

I S

I N

C H

L O

N G

W H

E N

P R

IN

T

E D

T O

F U

L L S

C A

L E

ADDRESS

/2

/2

:3

:5

A

M C

R e v it L o c a l F ile s \1

.0

S

V N

H a t R if le

R e m o d e l

A d d it io n

A C e n tr a l_ m b la s e r.

rv t

152732.00

BMW

February 1, 2017

DOOR & WINDOW

TYPES, SCHEDULE

& DETAILS

A8.1

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

851 E. 5th STREET

RIFLE, CO 81650

100%

CONSTRUCTION

DOCUMENTS

WINDOW TYPE - A WINDOW TYPE - E WINDOW TYPE - FWINDOW TYPE - B

3" = 1'-0"A8.1 A8.1

2 EXTERIOR WINDOW JAMB @ BRICK WALL

3" = 1'-0"A8.1 A8.1

1 EXTERIOR WINDOW HEAD @ BRICK WALL

3" = 1'-0"A8.1 A8.1

3 EXTERIOR WINDOW SILL @ BRICK WALL

WINDOW TYPE - C WINDOW TYPE - D

3" = 1'-0"A8.1 A8.1

6 EXTERIOR AUTOMATIC DOOR JAMB @ BRICK WALL

3" = 1'-0"A8.1 A8.1

9 EXTERIOR STOREFRONT WINDOW JAMB @ BRICK WALL

3" = 1'-0"A8.1 A8.1

12 EXTERIOR STOREFRONT WINDOW JAMB @ BRICK WALL 2

3" = 1'-0"A8.1 A8.1

15 EXTERIOR AUTOMATIC DOOR JAMB @ BRICK WALL 2

WINDOW TYPE - G WINDOW TYPE - H

3" = 1'-0"A8.1 A8.1

16 EXTERIOR AUTOMATIC DOOR SILL @ VESTIBLE

3" = 1'-0"A8.1 A8.1

10 EXTERIOR STOREFRONT WINDOW SILL

3" = 1'-0"A8.1 A8.1

7 EXTERIOR AUTOMATIC DOOR SILL

3" = 1'-0"A8.1 A8.1

13 EXTERIOR STOREFRONT WINDOW SILL @ VESTIBULE

3" = 1'-0"A8.1 A8.1

5 EXTERIOR AUTOMATIC DOOR HEAD @ STUCCO WALL

3" = 1'-0"A8.1 A8.1

8 EXTERIOR STOREFRONT WINDOW HEAD @ STUCCO WALL

3" = 1'-0"A8.1 A8.1

14 EXTERIOR AUTOMATIC DOOR HEAD @ BRICK WALL

3" = 1'-0"A8.1 A8.1

11 EXTERIOR STOREFRONT WINDOW HEAD @ BRICK WALL

3" = 1'-0"A8.1 A8.1

4 EXTERIOR WINDOW SILL @ BRICK WALL 2

GENERAL NOTES

1 C-WEST COMMENTS 03.28.2017