8
Isometric - Medallion East no scale 3 2 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: Drawn By: db Approved Prelim 4/14/2014 Revisions TriMet Lafayette East Portland, Oregon Sculpture Installation for Anne Storrs davidbalesdesign.com [email protected] 503.367.4291 David Bales Design art architecture visualization Job ID 22144 all design, drawings and photography © 2014 David Bales B sheet size: reference model: AF Lafayette East 11.2.3 3.0.11.4 12.1 4/3/2014 5:41:09 PM DO NOT SCALE Sheet 1 of 8 all art and sculpture © 2014 Anne Storrs

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  • 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