1. Isometric - Medallion East
no scale
32
4
5
1
8
7
6
8 9 10
11
84"
F
Top View - Medallion East
SCALE 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/ Artist
6 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
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
all design, drawings and photography © 2014 David Bales
Bsheetsize:referencemodel:AFLafayetteEast11.2.33.0.11.412.14/3/20145:41:09PM
DO NOT SCALE
Sheet
1 of 8
all art and sculpture © 2014 Anne Storrs

2. 10.77
(typ)
A
C
11
Assembly Bottom View
SCALE 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 - 3
1/2 - 3
typ all rings
Assembly Front View
SCALE 1 : 12
DETAIL A
SCALE 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 embedment
studs, spacing as noted
1/8
1/2 - 3
1/2 - 3
DETAIL C
SCALE 1 : 2
text ring joint,
optional weld
at 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 1-1
SCALE 1 : 12
DETAIL B
SCALE 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 embedment
studs, spacing as noted
top of SS text ring as installed,
with edge relief (typ all parts)
1/2 - 3
1/2 - 3
1/8
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:ASTextRing11.2.33.0.11.412.14/10/20141:34:08PM
DO NOT SCALE
Sheet
2 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

3. DP5 - Text Ring - isometric
11
2"
R42"
65.97
90°
P5 - Text Ring - plan
SCALE 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
1
2
"
P7 - Embedment Ring - plan
SCALE 1 : 10
P7 - Embedment Ring - isometric
66.80
R41
1
4
"
P6 - Embedment Ring - plan
SCALE 1 : 10
DETAIL D
SCALE 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
1"
1"
2"
2"
DETAIL E
SCALE 1 : 2
1/4" x 2" SS vertical embedment
ring , mill finish
3/8" diam. hole for
embedment ring assembly
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/ Artist
P6 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
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:P5textring11.1.11.2.13.0.11.412.14/1/20148:28:47AM
DO NOT SCALE
Sheet
3 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

4. R42"
GG
H
I
J
DETAIL F
SCALE 1 : 8
Rail Branch Parts (4)
Text Ring Parts (4) Embedment Ring Parts below
text ring (4 total)
K
SECTION G-G
SCALE 1 : 8
embedment studs below,
see layouts for location and count
DETAIL H
SCALE 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 provide
1/16" edge relief (at face)
typical for all exposed parts
3/16
DETAIL I
SCALE 1 : 2
surface grind and provide
1/16" 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 J
SCALE 1 : 2
do not top weld any joints at
top of miter, typical all locations
surface grind and provide
1/16" edge relief (at face)
typical for all exposed parts
3/16
DETAIL K
SCALE 1 : 2
1/4" x 2 1/2" SS embedment anchors,
see bolt layouts for each rail part
3/16
tack 3 places typ
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:AFLafayetteEast11.2.33.0.11.412.14/3/20145:41:09PM
DO NOT SCALE
Sheet
4 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

5. Top View
surface grind and provide
1/16" edge relief (at face)
typical for all exposed parts
Front View
R6"
typ
Part 1 (back) - anchor bolt layout
SCALE 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 1
Description Qty / Length
Drops 4
Cut Length - outside 386"
Cut Length - inside 128"
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:AS511.2.33.0.11.412.14/11/20149:30:17AM
DO NOT SCALE
Sheet
5 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

6. Top View
surface grind and provide
1/16" edge relief (at face)
typical for all exposed parts
Front View
R6"
typ
Part 2 (back) - anchor bolt layout
SCALE 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 2
Description Qty / Length
Drops 7
Cut Length - outside 373"
Cut Length - inside 196"
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:AS611.2.33.0.11.412.14/11/20149:30:17AM
DO NOT SCALE
Sheet
6 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

7. Top View
surface grind and provide
1/16" edge relief (at face)
typical for all exposed parts
Front View
R6"
typ
Part 3 (back) - anchor bolt layout
SCALE 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 3
Description Qty / Length
Drops 10
Cut Length - outside 321"
Cut Length - inside 252"
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:AS6x11.2.33.0.11.412.14/11/20149:30:17AM
DO NOT SCALE
Sheet
7 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales

8. Top View
surface grind and provide
1/16" edge relief (at face)
typical for all exposed parts
Front View
R6"
typ
Part 4 (back) - anchor bolt layout
SCALE 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 4
Description Qty / Length
Drops 8
Cut Length - outside 385"
Cut Length - inside 223"
Designer:DrawnBy:db
Approved
Prelim
4/14/2014
Revisions
TriMetLafayetteEast
Portland,Oregon
SculptureInstallationforAnneStorrs
davidbalesdesign.com pdxbales@mac.com 503.367.4291
David Bales Design
art architecture visualization
Job ID
22144
Bsheetsize:referencemodel:AS711.2.33.0.11.412.14/11/20149:30:17AM
DO NOT SCALE
Sheet
8 of 8
all art and sculpture © 2014 Anne Storrsall design, drawings and photography © 2014 David Bales