Download - 22144 Lafayette East v121.PDF
-
Isometric - Medallion Eastno scale
324
5
1
8
7
6
8 9 10
11
84"
F
Top View - Medallion EastSCALE 1 : 24
Notes:
All material to be Made in U.S.A. Stainless Steel unless noted.
Artist to verify text layout and text ring lengths and locations with shop.
Artist to verify rail layout and locations with shop.
Artist to verify site placement and orientation of sculpture with TriMet.
ITEM PART ID PART NAME QTY. WT TOT WT MATERIAL FINISH NOTES
1 P1 Branch 1, 5-rail 1 53.08 53.08 AISI 304 SS Anti-Slip 3/8" thick SS plate
2 P2 Branch 2, 6-rail 1 60.03 60.03 AISI 304 SS Anti-Slip 3/8" thick SS plate
3 P3 Branch 3, 6-rail (crossed) 1 60.40 60.4 AISI 304 SS Anti-Slip 3/8" thick SS plate
4 P4 Branch 4, 7-rail 1 53.07 53.07 AISI 304 SS Anti-Slip 3/8" thick SS plate
5 P5 Text Ring 4 7.01 28.04 AISI 304 SS Anti-Slip 1/4" thick SS plate, verify layout sequence w/ Artist6 P6 Embedment Ring - inner 2 9.61 19.22 AISI 304 SS Mill 1/4" thick SS plate
7 P7 Embedment Ring - outer 2 9.67 19.34 AISI 304 SS Mill can be the same as P6
8 H1 Bolts - 1/4" x 1 1/2" SS 25 0.034 0.85 AISI 316 SS - Embedment Ring assembly
9 H2 Washers - 1/4" SS 10 0.01 0.1 AISI 304 SS - Embedment Ring assembly
10 H3 Nuts - 1/4" SS 5 0.01 0.05 AISI 316 SS - Embedment Ring assembly
11 H4 Bolts - 1/4" x 2 1/2" SS 129 0.068 8.772 AISI 316 SS - Rail Pattern studs
Sheet Description Notes
1 Cover Part Inventory
2 Text Ring Assembly Group 1
3 Text Ring Parts Group 1
4 Text Ring Details Group 1
5 Part 1- Rail Layout Bolt layout and cutting
6 Part 2- Rail Layout Bolt layout and cutting
7 Part 3- Rail Layout Bolt layout and cutting
8 Part 4- Rail Layout Bolt layout and cutting
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
all design, drawings and photography 2014 David Bales
Bsh
eet s
ize:
refe
renc
e m
odel
: A
F La
faye
tte E
ast 1
1.2.
3 3.
0.11
.4 1
2.1
4/3/
2014
5:4
1:09
PM
DO NOT SCALE
Sheet
1 of 8
all art and sculpture 2014 Anne Storrs
-
10.77 (typ)
A
C
11
Assembly Bottom ViewSCALE 1 : 12
1/4 x 1 1/2" SS embedment studs w/ equal spacing, (5) per ring section
1/4 x 1 1/2" SS assembly bolts with nuts and washers, weld optional per shop
1/4" x 2" SS vertical embedment ring
1/4" x 1 1/2" SS text ring, etched on reverse (bottom view)
1/2 - 31/2 - 3
typ all rings
Assembly Front ViewSCALE 1 : 12
DETAIL ASCALE 1 : 2
1/4" x 1 1/2" SS text ring, etched on reverse (bottom view)
1/4" x 2" SS vertical embedment ring
1/4 x 1 1/2" SS embedmentstuds, spacing as noted
1/8
1/2 - 31/2 - 3
DETAIL CSCALE 1 : 2
text ring joint,optional weldat back
SS vertical embedment ring,(weld to text ring not shown)
1/4 x 1 1/2" SS assembly bolts,weld optional per shop
SS text ring, etched on reverse (bottom view)
B
SECTION 1-1SCALE 1 : 12
DETAIL BSCALE 1 : 2
optional foam glazing strips to reduce air entrapment
1/4" x 2" SS vertical embedment ring
1/4 x 1 1/2" SS embedmentstuds, spacing as noted
top of SS text ring as installed, with edge relief (typ all parts)
1/2 - 31/2 - 3
1/8
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
S Te
xt R
ing
11.2
.3 3
.0.1
1.4
12.1
4/10
/201
4 1:
34:0
8 PM
DO NOT SCALE
Sheet
2 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
DP5 - Text Ring - isometric
11 2
"
R42"
65.97
90
P5 - Text Ring - planSCALE 1 : 10
NOTE: confirm part length and count with Artist to assure fit with student provided text
E
P6 - Embedment Ring - isometric
67.20
R41 12 "
P7 - Embedment Ring - planSCALE 1 : 10
P7 - Embedment Ring - isometric
66.80
R41 14 "
P6 - Embedment Ring - planSCALE 1 : 10
DETAIL DSCALE 1 : 1
edge relief at top of SS text ring as installed (typ all parts)
do not top weld at end joints of text ring
1/4 x 1 1/2" SS text ring, etch and grind finish
E
1"
1"
2"
2"
DETAIL ESCALE 1 : 2
1/4" x 2" SS vertical embedment ring , mill finish
3/8" diam. hole for embedment ring assembly
DETAIL ESCALE 1 : 5
PART ID PART NAME QTY. WT TOTAL WT MATERIAL FINISH NOTES
P5 Text Ring 4 7.01 28.04 AISI 304 SS Anti-Slip 1/4" thick SS plate, ver. dim. and sequence w/ ArtistP6 Embedment Ring - inner 2 9.61 19.22 AISI 304 SS Mill 1/4" thick SS plate
P7 Embedment Ring - outer 2 9.67 19.34 AISI 304 SS Mill 1/4" thick SS plate
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: P5
text
ring
11.
1.11
.2.1
3.0
.11.
4 12
.14/
1/20
14 8
:28:
47 A
M
DO NOT SCALE
Sheet
3 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
R42"
GG
HI
J
DETAIL FSCALE 1 : 8
Rail Branch Parts (4)
Text Ring Parts (4) Embedment Ring Parts below text ring (4 total)
K
SECTION G-GSCALE 1 : 8
embedment studs below,see layouts for location and count
DETAIL HSCALE 1 : 2
1/4" x 2" SS Embedment Ring below
do not top weld top joints at text ring, typical all locations
etch and grind 1/4" x 1 1/2"SS Text Ring
1/4" x 1 1/2" SS embedment stud below
surface grind and provide1/16" edge relief (at face)
typical for all exposed parts
3/16
DETAIL ISCALE 1 : 2
surface grind and provide1/16" edge relief (at face)
typical for all exposed parts
3/8" thick SS water-jet cut plate for all rail and branch parts (typ)
1/4" x 2 1/2" SS embedment anchors, see bolt layouts for each part
DETAIL JSCALE 1 : 2
do not top weld any joints at top of miter, typical all locations
surface grind and provide1/16" edge relief (at face)
typical for all exposed parts
3/16DETAIL K
SCALE 1 : 2
1/4" x 2 1/2" SS embedment anchors, see bolt layouts for each rail part
3/16tack 3 places typ
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
F La
faye
tte E
ast 1
1.2.
3 3.
0.11
.4 1
2.1
4/3/
2014
5:4
1:09
PM
DO NOT SCALE
Sheet
4 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
Top View
surface grind and provide1/16" edge relief (at face) typical for all exposed parts
Front View
R6"
typ
Part 1 (back) - anchor bolt layoutSCALE 1 : 5
1/4" x 2 1/2" SS embedment anchors, bolt location approximate
Note: All material for rail parts to be 1/4 " Made in USA SS plate unless noted.
ITEM PART ID PART NAME QTY. WT TOT WT MATERIAL FINISH NOTES
1 P1 Branch 1, 5-rail 1 53.08 53.08 AISI 304 SS Anti-Slip 3/8" thick SS plate
2 H4 Bolts - 1/4" x 2 1/2" SS 30 0.068 2.04 AISI 316 SS - Stainless Steel
Cut Notes - Part 1Description Qty / LengthDrops 4Cut Length - outside 386"Cut Length - inside 128"
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
S 5
11.2
.3 3
.0.1
1.4
12.1
4/11
/201
4 9:
30:1
7 A
M
DO NOT SCALE
Sheet
5 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
Top View
surface grind and provide1/16" edge relief (at face) typical for all exposed parts
Front View
R6"
typ
Part 2 (back) - anchor bolt layoutSCALE 1 : 5
1/4" x 2 1/2" SS embedment anchors, bolt location approximate
Note: All material for rail parts to be 1/4 " Made in USA SS plate unless noted.
ITEM PART ID PART NAME QTY. WT TOT WT MATERIAL FINISH NOTES
1 P2 Branch 2, 6-rail 1 60.03 60.03 AISI 304 SS Anti-Slip 3/8" thick SS plate
2 H4 Bolts - 1/4" x 2 1/2" SS 33 0.068 2.244 AISI 316 SS - Stainless Steel
Cut Notes - Part 2Description Qty / LengthDrops 7Cut Length - outside 373"Cut Length - inside 196"
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
S 6
11.2
.3 3
.0.1
1.4
12.1
4/11
/201
4 9:
30:1
7 A
M
DO NOT SCALE
Sheet
6 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
Top View
surface grind and provide1/16" edge relief (at face) typical for all exposed parts
Front View
R6"
typ
Part 3 (back) - anchor bolt layoutSCALE 1 : 5
1/4" x 2 1/2" SS embedment anchors, bolt location approximate
Note: All material for rail parts to be 1/4 " Made in USA SS plate unless noted.
ITEM PART ID PART NAME QTY. WT TOT WT MATERIAL FINISH NOTES
1 P3 Branch 3, 6-rail (crossed) 1 60.40 60.4 AISI 304 SS Anti-Slip 3/8" thick SS plate
2 H4 Bolts - 1/4" x 2 1/2" SS 32 0.068 2.176 AISI 316 SS - Stainless Steel
Cut Notes - Part 3Description Qty / LengthDrops 10Cut Length - outside 321"Cut Length - inside 252"
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
S 6x
11.
2.3
3.0.
11.4
12.
14/
11/2
014
9:30
:17
AM
DO NOT SCALE
Sheet
7 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
-
Top View
surface grind and provide1/16" edge relief (at face) typical for all exposed parts
Front View
R6"
typ
Part 4 (back) - anchor bolt layoutSCALE 1 : 5
1/4" x 2 1/2" SS embedment anchors, bolt location approximate
Note: All material for rail parts to be 1/4 " Made in USA SS plate unless noted.
ITEM PART ID PART NAME QTY. WT TOT WT MATERIAL FINISH NOTES
1 P4 Branch 4, 7-rail 1 53.07 53.07 AISI 304 SS Anti-Slip 3/8" thick SS plate
2 H4 Bolts - 1/4" x 2 1/2" SS 34 0.068 2.312 AISI 316 SS - Stainless Steel
Cut Notes - Part 4Description Qty / LengthDrops 8Cut Length - outside 385"Cut Length - inside 223"
Desig
ner:
Draw
n By
: db
Approved
Prelim
4/14/2014
Revisions
TriM
et L
afa
yette
Ea
stPo
rtla
nd, O
rego
n
Scul
ptu
re In
sta
llatio
n fo
r A
nne
Stor
rs
davidbalesdesign.com [email protected] 503.367.4291
David Bales Designart architecture visualization
Job ID
22144
shee
t sca
le (o
rigin
al) 1
:50
Bsh
eet s
ize:
refe
renc
e m
odel
: A
S 7
11.2
.3 3
.0.1
1.4
12.1
4/11
/201
4 9:
30:1
7 A
M
DO NOT SCALE
Sheet
8 of 8
all art and sculpture 2014 Anne Storrsall design, drawings and photography 2014 David Bales
1Drawing View1Drawing View2
2Drawing View3Drawing View4Detail View A (1 : 2)Detail View C (1 : 2)Section View 1-1Detail View B (1 : 2)
3Drawing View32Drawing View33Drawing View34Drawing View35Drawing View36Drawing View37Detail View D (1 : 1)Drawing View40Detail View E (1 : 2)Detail View E (1 : 5)
4Detail View F (1 : 8)Section View G-GDetail View H (1 : 2)Detail View I (1 : 2)Detail View J (1 : 2)Detail View K (1 : 2)
5rDrawing View20Drawing View21Drawing View22
6Drawing View54Drawing View55Drawing View56
6XDrawing View57Drawing View58Drawing View59
7Drawing View60Drawing View61Drawing View62