architect’s supplemental owner architect …theandy.andersen-const.com/files/asi/asi017 -...
TRANSCRIPT
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
121 Lawrence St.Eugene OR 97401
www.2−form.com
p. 541.342.5777f. 541.342.6128
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DATE
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
1/8" = 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
www.2−form.com
p. 541.342.5777f. 541.342.6128
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7 P
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ON
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NE
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ON
DATE
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
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
4 B
LO
CK
HIG
H C
MU W
ALL
121 Lawrence St.Eugene OR 97401
www.2−form.com
p. 541.342.5777f. 541.342.6128
2F
OR
M A
RC
HIT
EC
TU
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PR
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RV
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183
7 P
AT
TE
RS
ON
, EU
GE
NE
, OR
EG
ON
DATE
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 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"
121 Lawrence St.Eugene OR 97401
www.2−form.com
p. 541.342.5777f. 541.342.6128
2F
OR
M A
RC
HIT
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TU
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ON
DATE
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
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