121 Lawrence Street, Eugene, OR 97401 | p: 541.342.5777 f: 541.342.6128 | www.2-form.com

one people + one environment = 2 form architecture

ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS

OWNER ARCHITECT CONSULTANT CONTRACTOR FIELD OTHER

PROJECT: THE ANDY 1837 Patterson St Eugene, OR 97401 TO CONTRACTOR: Andersen Construction 6712 N. Cutter Circle Portland, OR 97217 503.283.6712

ARCHITECT’S SUPPLEMENTAL INSTRUCTION: 017 DATE OF ISSUANCE: 04.08.2014 CONTRACT FOR: General Construction CONTRACT DATE: 10.18.2013 PROJECT NO.: 12004 FROM ARCHITECT: Richard Shugar 2fORM Architecture 121 Lawrence Street Eugene, Oregon 97401

The Work shall be carried out in accordance with the following clarification issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.

Description:

1. Please refer to the attached drawings information on the updated courtyard design. Attachments:

1. CL7.0 COURTYARD PLAN / RCP 2. CL7.1 COURTYARD ELEVATIONS 3. CL7.2 COURTYARD DETAILS 4. CL7.3 COURTYARD DETAILS 5. CL7.4 GENERAL STRUCTURAL NOTES 6. CL7.5 STRUCTURAL DETAILS 7. CL7.6 STRUCTURAL DETAILS 8. CL7.7 STRUCTURAL DETAILS 9. CL7.8 STRUCTURAL DETAILS 10. CL7.9 STRUCTURAL DETAILS 11. L2.1 COURTYARD PLANTING PLAN

REQUESTED BY:

Richard Shugar, A.I.A.

REF.

DW

REF.

DW

4

B C

5

3

28

1

CL7.2

CL7.121

2

CL7.2

CL7.25

CL7.31

CL7.34

CL7.35

8'-

0"

8'-

0"

8'-

0"

8'-

0"

8'-

0"

4'-

2 1/

4"

7'-8 3/4"

3'-9"

6'-

3 1/4

"6

'-5"5

"

CL WALKWAY

EQ. EQ.

13'-0 1/4" 18'-7 1/2" 14'-10" 11'-4 3/4" 7'-1"

5'-

2"

1'-3 3

/4"

8'-6" 8'-6" 8'-6" 8'-4 5/8" 9'-3 1/4" 9'-3 1/4"

1'-0 3/4" 1'-0 3/4"

11 3/4

"

8'-7 3/4"

CL7.33

1'-2"

1'-2"

3'-

9"

9'-1"

3'-

10"

3'-10"

7 5/8"

7 5

/8"

7 5/8"

7 5

/8"

----

8'-

0"

8'-

0"

8'-

0"

8'-

0"

8'-

0"

4'-

2 1/

4"

7'-8 3/4"

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

1'-4 1/4"

1'-4 1/4"

1'-6 1/4"

6 X 6

CEDAR

POSTS

6 X 8

CEDAR

BEAMS

2 X 8

CEDAR

JOISTS

TRELLIS

LIGHTING -

COORDINATE

WITH

ELECTRICAL

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DRAWING TITLE

DRAWING NUMBER

PROJECT NO.

P R O J E C T T I T L E

DATE REFERENCESYM

12004

APRIL 8, 2014

1/8" = 1'-0"1 COURTYARD PLANCL7.0

COURTYARD

PLAN

1/8" = 1'-0"2 TRELLIS RCP

8" CMU PLANTER W/

STUCCO FINISH, TYP.

TURF, BY OWNER

TURF, BY OWNER

TURF, BY

OWNER

TURF, BY

OWNER

CEDAR POST

NOTES:

1. DIMENSIONS ARE FROM EXTERIOR FACE

OF BUILDING, EXTERIOR FACE OF CMU

BLOCK AT PLANTERS, AND CENTERLINE OF

POSTS AND COLUMNS U.N.O., TYP.

2. ALIGN EDGES OF PATHS WITH PLANTER

FACES U.N.O., TYP.

8" CMU PLANTER

WITH STUCCO

FINISH, TYP.

CMU PIERS WITH

STUCCO FINISH, TYP.

CEDAR CLAD INFILL

PANEL, TYP.

LINE OF BUILDING

BUMP-OUTS DASHED

ABOVE

LINE OF BUILDING

BUMP-OUTS

DASHED ABOVE

AT GRADE

PLANTER

CONCRETE PATIO

8" CMU PLANTER

WITH STUCCO

FINISH, TYP.

TRELLIS DASHED

ABOVE

ALIGNCONCRETE PATIO

CONCRETE PATIO

CEDAR CLAD

STEEL GATE

CEDAR CLAD

STEEL GATE

PLAN KEY:

2 BLOCK HIGH, STUCCO-

CLAD CMU PLANTER WALL

4 BLOCK HIGH, STUCCO-

CLAD CMU PLANTER WALL

POURED CONCRETE

WALKWAY/PATIO

8" DEEP DRAINAGE

PLANE OF 1" GRAVEL

CONCRETE PAVING

BETWEEN PIERS

ACCESS CARD

READER,

COORDINATE

WITH ELECTRICAL

4

CL7.3 SIM.

6'-

8"

2'-8

"

6"

5'-

8"

9'-

0"

4 B

LO

CK

HIG

H C

MU

2 B

LO

CK

HIG

H C

MU

4 B

LO

CK

HIG

H C

MU

2 B

LO

CK

HIG

H C

MU

6'-

8"

6'-

8"

6

CL7.3

6"

6'-

1 1/

2"

121 Lawrence St.Eugene OR 97401

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R E V I S I O N S

DRAWING TITLE

DRAWING NUMBER

PROJECT NO.

P R O J E C T T I T L E

DATE REFERENCESYM

12004

APRIL 8, 2014

1/4" = 1'-0"1 COURTYARD PATH WEST

1/4" = 1'-0"2 COURTYARD PATH EAST

1/4" = 1'-0"3 COURTYARD WALL ELEVATION

CL7.1COURTYARD

ELEVATIONS

PRECAST

CONCRETE CAP

CEDAR POST

CEDAR TRELLIS

CMU PLANTERS WITH

STUCCO FINISH

CMU PIER WITH STUCCO

FINISH

CEDAR TRELLIS

BEYOND

2 X CEDAR CLAD

INFILL

PRECAST CONCRETE CAP

1 X CEDAR CLAD

STEEL GATE

PRECAST

CONCRETE CAP

CEDAR POST

CEDAR TRELLIS

CMU PLANTERS

WITH STUCCO

FINISH

2 X CEDAR

CLAD INFILL

1 x CEDAR CLAD

STEEL GATE

CMU PIER W/

STUCCO FINISH

OPEN AT CEDAR

WALL BASE, TYP.

OPEN AT CEDAR

WALL BASE, TYP.

OPEN AT CEDAR

WALL BASE, TYP.

OPEN AT CEDAR

WALL BASE, TYP.

STEEL PIPE PULL

ACCESS CARD READER,

COORDINATE WITH ELECTRICAL

POST CONNECTION

DETAILS PER

STRUCTURAL

ACCESS CARD

READER, COORDINATE

WITH ELECTRICAL

LOT0

CL7.37

7 1/4

"

5 1/2"1 1/2"1 1/2"1 1/2"

1'-4 1/8"

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

6

CL7.3

CL7.27

CL7.2

8

CL7.29

CL7.2

10

8'-

0"

4 B

LO

CK

HIG

H C

MU W

ALL

CM

U W

ALL

2 B

LO

CK

HIG

H

4 B

LO

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HIG

H C

MU W

ALL

4 B

LO

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HIG

H C

MU W

ALL

2 B

LO

CK

HIG

H C

MU W

ALL

4 B

LO

CK

HIG

H C

MU W

ALL

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DRAWING TITLE

DRAWING NUMBER

PROJECT NO.

P R O J E C T T I T L E

DATE REFERENCESYM

12004

APRIL 8, 2014

1/4" = 1'-0"1 PATH SECTION NORTH 1/4" = 1'-0"2 PATH SECTION SOUTH

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

1/2" = 1'-0"7 PLANTER EAST 1/2" = 1'-0"8 PLANTER NORTH

1/2" = 1'-0"9 PLANTER WEST 1/2" = 1'-0"10 PLANTER SOUTH

CL7.2COURTYARD

DETAILS

REINFORCED

CMU PLANTER

STUCCO FINISH AT EXTERIOR

FACES OF PLANTER, TYP.

REINFORCED CMU PLANTER

STUCCO FINISH AT

EXTERIOR PLANTER

FACES, TYP.

WATERPROOF

INTERIOR

PLANTER WALL

FACES, TYP.

SOIL FILL AT

PLANTER

STUCCO PLANTER SIDE OF

WALL WHERE HIGHER WALL

EXTENDS ABOVE LOWER

PLANTER WALL, TYP.

PRE-CAST CONCRETE

WALL CAP

STUCCO FINISH AT

EXTERIOR FACES OF

PLANTER, TYP.

REINFORCED CMU

PLANTER

6 X 6 CEDAR POST

PRE-CAST CONCRETE

WALL CAP

6 X 6 CEDAR POST

STUCCO PLANTER

SIDE OF WALL

WHERE HIGHER

WALL EXTENDS

ABOVE LOWER

PLANTER WALL,

TYP.

STUCCO FINISH AT

EXTERIOR FACES OF

PLANTER, TYP.

REINFORCED CMU PLANTER

STUCCO PLANTER SIDE OF

WALL WHERE HIGHER WALL

EXTENDS ABOVE LOWER

PLANTER WALL, TYP.PRE-CAST

CONCRETE

WALL CAP

6 X 6 CEDAR

POSTSTUCCO FINISH AT EXTERIOR

FACES OF PLANTER, TYP.

REINFORCED CMU PLANTER

CMU PIER WITH STUCCO FINISH

CEDAR TRELLIS BEYOND

2 X CEDAR CLAD INFILL

PRECAST CONCRETE CAP

1 X CEDAR CLAD

STEEL GATE

REINFORCED CMU

PLANTER W/

STUCCO FINISH

CEDAR TRELLIS

REINFORCED CMU

PLANTER W/

STUCCO FINISH

OPEN AT CEDAR

WALL BASE, TYP.

OPEN AT CEDAR

WALL BASE, TYP.

PANIC

HARDWARE

4 X 4 CEDAR VERTICAL

FRAMING

--

CL7.3

2

1'-3 5/8"

1'-3 5

/8"

5 5/8"

5 5

/8"

CL

EQ. EQ.

C LEQ

.EQ

.

2 B

LO

CK

HIG

H C

MU W

ALL

4 B

LO

CK

HIG

H C

MU W

ALL

2 B

LO

CK

HIG

H C

MU W

ALL

1'-3 5/8"

1'-3 5

/8"

4"

1ST FLOOR

0' - 0"

6"

5'-

7 1/2

"

4"

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PROJECT NO.

P R O J E C T T I T L E

DATE REFERENCESYM

12004

APRIL 8, 2014

CL7.3COURTYARD

DETAILS

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

1" = 1'-0"4 PLAN AT GATE COLUMN 1" = 1'-0"5 PLAN AT POST

1/2" = 1'-0"2 PLANTER 2 ELEVATION

1/2" = 1'-0"7 TYP. PLANTER SECTION

CEDAR POST BEYOND

PRE-CAST CONCRETE

WALL CAP

STUCCO PLANTER SIDE OF

WALL WHERE HIGHER WALL

EXTENDS ABOVE LOWER

PLANTER WALL, TYP.

STUCCO AT EXTERIOR

PLANTER WALL FACES,

TYP.

FOOTING PER

STRUCTURAL

SLAB ON GRADE

WATERPROOF INTERIOR

PLANTER WALL FACES,

TYP.

SOIL FILL AT PLANTER

REINFORCED CMU WALL

REINFORCED

CMU PLANTER STUCCO FINISH AT

EXTERIOR FACES

OF PLANTER, TYP.

REINFORCED CMU

PLANTER

STUCCO FINISH AT

EXTERIOR FACES,

TYP.

WATERPROOF

INTERIOR

PLANTER WALL

FACES, TYP.

SOIL FILL AT

PLANTER

2CL7.4

PRE-CAST

CONCRETE WALL

CAP

1" = 1'-0"3 DETAIL AT CMU COLUMN

1/2" = 1'-0"6 CEDAR WALL SECTION

SLAB ON GRADE BELOW

STUCCO CLAD

REINFORCED CMU PIER,

SEE STRUCTURAL

4 X 4 CEDAR FRAMING

ATTACHED TO CMU PIER

PER STRUCTURAL

2 X 4 AND 2 X 6 CEDAR

HORIZONTAL CLADDING W/

1/2" GAPS

CONCRETE PAVING

BELOW BETWEEN PIERS

LINE OF PIER CAP

DASHED ABOVE

SLAB ON GRADE BELOW

6 X 16 REINFORCED CMU

L-SHAPED PIER ABOVE 16

X 16 CMU PIER

6 X 6 CEDAR POST,

EMBED BASE IN CMU

BLOCK BELOW, SEE

STRUCTURAL

PRECAST CONCRETE CAP

BELOW

LINE OF PIER CAP

DASHED ABOVE

8" DEEP DRAINAGE PLANE

OF 1" GRAVEL

SLAB ON GRADE

BELOW

STUCCO CLAD

REINFORCED CMU

PLANTER WALL

GATE: 2" X 2" PTD. STEEL

TUBE FRAME W/ 1 X

CEDAR HORIZONTAL

CLADDING

6 X 6 CEDAR POST,

EMBED BASE IN CMU

BLOCK BELOW, SEE

STRUCTURAL

4 X 4 CEDAR WALL

FRAMING ATTACHED TO

CMU PIER PER

STRUCTURAL

2 X 4 AND 2 X 6 CEDAR

HORIZONTAL CLADDING W/

1/2" GAPS

PRECAST

CONCRETE PIER

CAP

4 x 4 CEDAR

VERTICAL FRAMING

ATTACHED TO CMU

PIER

2 X CEDAR

HORIZONTAL

CLADDING W/ 1/2"

GAPS

STUCCO CLAD

REINFORCED CMU

BLOCK PIER