williston public works facility b...in concrete block walls, typ. 2 2 gl-9 laminated glass 08...

Katie Kangas, AIAYoung Architect Regional Director, North Central State Region

Katie UmenthumPlease Call: 605.415.0697 [email protected] University Ave. SE. Minneapolis, MN 55414. Minneapolis Region of AIA Minnesota

Masters of Architecture Second Year Graduate Student

X XX

▲▲

SBSB

KODET ARCHITECTURAL GROUP, LTD. 15 Groveland Terrace Minneapolis, MN 55403-1154 Tel: (612) 377-2737 Fax: (612) 377-1331 Email: [email protected]

OWNER

ARCHITECT

CONSULTANTS

City of Williston809 5th Street EWilliston, ND 58802Tel: (701) 577-6368Fax: (701) 577-6360

MECHANICAL AND ELECTRICAL ENGINEERS

Cain Thomas Associates, Inc.Attn: Scott Thomas, Jay Cain4215 White Bear Parkway, Suite 100Saint Paul, Minnesota 55110Tel: (651) 426-9549Fax: (651) 426-5048Email: [email protected]

STRUCTURAL ENGINEERS

Advanced Engineering and Environmental ServicesAttn: Sam Wilke4170 28th Avenue South Fargo, ND 58104 Tel: (701) 532-2346Fax: (701) 774-3087Email: [email protected]

WILLISTON, ND - PUBLIC WORKS FACILITYPHASE II

809 5th Street EastWilliston, ND 58801

CIVIL ENGINEERS

Advanced Engineering and Environmental ServicesAttn: Bill Moonen1102 Main StreetWilliston, ND 58801Tel: (701) 774-3080Fax: (701) 774-3087Email: [email protected]

CONSTRUCTION MANAGERFCI Constructors, Inc.Attn: Matt LierzPO Box 2455Williston, ND 58802Tel: (701) 713-4119Fax: (701) 713-4122Email: [email protected]

ARCHITECTURAL CONSULTANT

Hulsing & Associates Architects, P.C.Attn: Allen Domagala623 Main StreetWilliston, ND 58801Tel: (701) 572-6759Fax: (701) 572-6750Email: [email protected]

CONSTRUCTION DOCUMENTS

A.B. ANCHOR BOLTA.C. ACOUSTICAL CEILINGA.C.P. ACCESS CEILING PANELACC. ACCESSIBLEACOUST. ACOUSTICALADJ. ADJUSTABLE, ADJACENTA.F.F. ABOVE FINISHED FLOORALUM. ALUMINUMALT ALTERNATEA.P.C. ACOUSTICAL PANEL CEILINGA.V.C.T. ABRASIVE VINYL COMPOSITION TILE@ ATB.CMU BURNISHED BLOCKBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKB.O. BOTTOM OFBRG. BEARINGBRK. BRICKBTWN. BETWEENB.S. BOTH SIDESC. CLEANCAB. CABINETCARP. CARPETCARP.T. CARPET TILEC.C. COLORED CONCRETEC.J. CONTROL JOINTC.L. CENTER LINECLG. CEILINGC.M.U. CONCRETE MASONRY UNITCOL. COLUMNCOMB. COMBUSTIBLECOMPR. COMPRESSORCONC. CONCRETECONC. BLK.CONCRETE BLOCKCONST. CONSTRUCTIONCONT. CONTINUOUSCONTR. CONTRACTORCORR. CORRIDORC.T. CERAMIC TILEC.U.H. CABINET UNIT HEATERDBL. DOUBLED.F. DRINKING FOUNTAINDIA. DIAMETER

DIM. DIMENSIONDISP. DISPENSERDR. DOORDTL. DETAILDWG. DRAWINGEA. EACHEF. EXHAUST FANE.J. EXPANSION JOINTEL. ELEVATIONELECT. ELECTRICALELEV. ELEVATORE.P. EPOXY PAINTEQ. EQUALE.W.C. ELECTRIC WATER COOLEREX. EXISTINGEXIST. EXISTINGEXT. EXTERIORF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.F. FINISHED FLOORF.F.E. FINISHED FLOOR ELEVATIONF.F.L. FINISHED FLOOR LEVELFIN. FINISHFLR. FLOORFR. FRAMEF.R.P. FIBER REINFORCED PLASTICFTG. FOOTINGFT. FEETGA GAUGEGALV. GALVANIZEDG.B. GLASS BOARDGBD. GYPSUM BOARDG.C. GENERAL CONTRACTORG.I. GALVANIZED IRONG.L. GLASSGYP. BD. GYPSUM BOARDH.C. HOLLOW COREHDCP. HANDICAPPEDHDW. HARDWAREH.M. HOLLOW METALH.R. HAND RAILH.T. HEIGHTI.D. INSIDE DIAMETERIN. INCHINCL. INCLUDE

INT. INTERIORINSUL. INSULATIONJST. JOISTJT. JOINTLAM. LAMINATEDLAV. LAVATORYMAS. MASONRYMAT'L MATERIALMAU MAKE-UP AIR UNITMAX. MAXIMUMMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTL. METALNO. NUMBERN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETEROPG. OPENINGP. PAINTPAN. PANELINGPART. PARTITIONPBD. PARTICLE BOARDPERP. PERPENDICULARPL. POLY VINYL CHLORIDEP.LAM. PLASTIC LAMINATEPOLY. POLYETHYLENEPREFIN. PREFINISHED PT. POINTP.V.C. POLYVINYL CHLORIDEPWD. PLYWOODQ.T. QUARRY TILERAD. RADIUSR.B. RUBBER BASER.D. ROOF DRAINREF. REFER (ENCE)REINF. REINFORCEDREQ. REQUIREDRES. RESISTANTREV. REVERSERF.H. ROOF HATCHRFG. ROOFING

R.M. ROOMR.O. ROUGH OPENINGR.W.L. RAIN WATER LEADERS. CONCRETE SEALERS.B. SPLASH BLOCKS.C. SOLID CORESECT. SECTIONSHTG. SHEATHINGSHT.V. SHEET VINYLSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARES.S.V. SAND, SEAL& VARNISHSST. STAINLESS STEELST & V. STAIN AND VARNISHST. STAINSTD. STANDARDSTL. STEELSTRUCT. STRUCTURALT.&B. TOP AND BOTTOMT. BM. EL. TOP BEAM ELEVATIONTEL. TELEPHONETEMP. TEMPORARYTHRES. THRESHOLDT.O. TOP OFTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV. VARNISHVAR. VARIABLEV.B. VAPOR BARRIERV.C.T. VINYL COMP. TILEV.C.A.T. VINYL COVERED ACOUSTICAL TILEVER. VERIFYVERT. VERTICALV.I.F. VERIFY IN FIELDV.T. VINYL TILEV.W.C. VINYL WALL COVERINGW/ WITHW.C. WATER CLOSETWD. WOODWDW. WINDOWW/O WITHOUT

ABBREVIATIONS

1 WINDOW NUMBER

XXXDOOR NUMBER

INDICATES SECTIONINDICATES SHEET NUMBER

100 NEW ELEVATION 100 EXISTING ELEVATION

LEVEL LINE

INDICATES DETAIL NUMBERINDICATES SHEET NUMBER

TEST BORING

RADIUS

DOOR SWING

HINGED SIDE

ROOM NUMBERXXX

COLUMN REF. GRID

RUN

RISE

ROOF SLOPE

100.0 POINT ELEVATION

PARTITION TYPE

SYMBOL LEGENDSpecific projects may not use every symbol from this general list.

X

A1A1.0

A1A1.0

INDICATES ELEVATIONINDICATES SHEET NUMBER

A1

A1.0

CHAIN LINK FENCE

DAMPROOFING

WATERPROOFING

VAPOR BARRIER

AIR BARRIER

FLASHING

PROPERTY LINE

RATED WALL

SMOKE BARRIER

VAPOR RETARDER

KEYNOTE SYSTEMA keynoting system is used on the drawings for materials references and notes. Refer to the keynote legend on the drawings for the information which relates to each keynote on the respective drawing.

Each keynote consists of a 6-digit number followed by a period and a letter suffix. The 6-digit number relates to the specification section which generally covers the item that is referenced, and the letter suffix identifies the specific reference notation used on the drawing. The letter suffix does not relate to any corresponding reference letter in the specifications.

THE ORGANIZATION OF THE KEYNOTE SYSTEM ON THE DRAWINGS, WITH THE KEYNOTE REFERENCE NUMBERS RELATED TO THE SPECIFICATIONS SECTIONS NUMBER SYSTEM, SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.

EARTH

GRANULAR FILL

SAND/STUCCO/PLASTER

CONCRETE

CONCRETE BLOCK

BRICK

STONE, MARBLE, GRANITE

METAL (LARGE SCALE)METAL (SMALL SCALE)ALUMINUM

DIMENSIONED LUMBER

PLYWOOD

PARTICLE BOARD

RIGID ROOF INSULATION

RIGID WALL INSULATION

BLANKET INSULATIONEXPANSION MATERIAL

GLASS (LARGE SCALE)

GYPSUM BOARD

ACOUSTIC MATERIALQUARRY/CERAMIC TILE

CARPETING

FINISHED WOOD QUARRY/CERAMIC TILE

MATERIAL LEGEND

LOCATION

809 5th Street EWilliston, North Dakota

GENERAL NOTES1. Do not scale drawings for building purposes. Use plan information,

dimensions, details, shop drawings, and field verification.

2. General Contractor shall verify all dimensions and conditions of the site and existing building and report any discrepancies to the Architect before commencing with any work.

3. General Contractor and all Subcontractors shall become familiar with the site and existing conditions during the bid period. Submitting a bid for the work constitutes an understanding by the Contractor and/or Subcontractor of these conditions.

4. Paint all exterior exposed steel with epoxy paint - typ.

5. All exposed welds shall be continuous, grind smooth.

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This document wasoriginally issued and sealed

by Michael W. Schellin, AIA

2761 on April 6, 2018 and the Original Documents are Original Documents are stored at the offices of

Kodet Architectural Group, Ltd.

First Floor100' - 0"

Second Floor114' - 0"

111.9 53

T.O. Wall132' - 0"

D1A3.11

B2

A9.44 6 87 1021 95.95.54.5 7.1

MECH.222

LUNCH ROOM104

OPEN OFFICE103

RECEPTION102

VEST.101

CONF. ROOM201

SKYLIGHT

08 5113.A1

08 5113.A1

OPERABLE WINDOW

WALL MOUNTED HEATER TYP., SEE MECH.

BEAM, SEE STRUCT.

ACCENT COLOR 2

BEAM, SEE STRUCT.

ACCENT COLOR 2

2.8

D1A6.4

DOWNLIGHTS TYP. AT SOFFIT ABOVE WINDOWS, SEE ELECT.

101-1

A9.4D4

D2

A9.4

3' -

3"

A9.6D1

08 7100.G2

104A-2

F6

F2

F6

CONTINUOUS GYP. BD. FINISH TO CONCEAL STRUCT. BEAM

WRAP GYP. BD. AT OVERHANG AND FINISH WITH 5/8" REVEALAT INTERIOR GLAZING

CONTINUOUS GYP. BD. FINISH TO CONCEAL STRUCT. BEAM

ALIGN

A1

A10.3

2' - 10" TYP.

ALIG

N M

ULL

ION

S

A4

A10.3

68' - 0"

A10.3C1

A10.3C1

9' -

11"

3' -

5"

09 9123.A1

COLUMN, TYP., SEE STRUCT.

ACCENT COLOR 209 9123.A1

09 9123.A1

A9.4D6

10' - 0" INSUL.

A9.5B3

IN-FLOOR HEAT8' - 0"

07 2100.A2SEE /D1 A4.3


SEE /C1 A4.3

07 2100.E5AT FLOOR

DRAIN TILE AT PERIMETER, TYP. - SEE MECH. FOR CONNECTION TO SUMP PUMP, TYP.

F2

S3

M6

S1

A9.4D1

A9.6C4

SIM.

BRACING, AS REQ.

A9.4D3

1

CONTINUOUS TRANSFER GRILLE,SEE MECH. 2

08 4113.A1

2

2

2

2

04 2000.C1

2

NOTE: CONCEAL ELECT. CONDUITIN CONCRETE BLOCK WALLS, TYP.

2

2

GL-9 LAMINATED GLASS08 4113.A1

2

GL-9 LAMINATED GLASS

1. DO NOT SCALE DRAWINGS FOR BUILDING PURPOSES. USE PLAN INFORMATION, DIMENSIONS, DETAILS, SHOP DRAWINGS AND FIELD VERIFICATION.

2. CONSTRUCTION MANAGER & ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE COMMENCING WITH ANY WORK.

3. CONSTRUCTION MANAGER & ALL SUBCONTRACTORS SHALL BECOME FAMILIAR WITH THE SITE DURING THE BID PERIOD. SUBMITTING A BID FOR THE WORK CONSTITUTES AN UNDERSTANDING BY THE CONTRACTOR/SUBCONTRACTOR OF THESE CONDITIONS.

4. PAINT ALL INTERIOR EXPOSED STEEL, TYP.5. PAINT ALL EXTERIOR EXPOSED STEEL WITH

EPOXY PAINT, TYP.6. ALL EXPOSED WELDS SHALL BE CONTINUOUS,

GRIND SMOOTH.7. CONTRACTOR TO PROVIDE REQUIRED BASE

MATERIALS UNDER SITE FINISHES - SEE SPECIFICATIONS.

8. BELOW ALL INTERIOR SLABS ON GRADE: PROVIDE 6" COMPACTED SAND OVER POLY VAPOR BARRIER OVER COMPACTED BASE.

9. ACOUSTICAL STEEL ROOF DECK AT SERVICE/REPAIR AND WELDING. CLOSE AND SEAL TOP AND BOTTOM OF ALL FLUTES ADJACENT TO OTHER AREAS.

10. INSTALL IN-FLOOR HEAT AT FIRST FLOOR OF AREA A & AREA B. SEE . SEE MECH.

11. INSTALL DENSE MINERAL WOOL BATTS IN EXTERIOR WALL STUD AT FLOOR AND ABOVE WINDOWS AND DOORS. SECURE WITH Z-CLIPS.

12. PROVIDE SLEEVES THROUGH C.I.P FDN FOR DRAIN TILE TO SUMPS. COORDINATE WITH MECH.

General Notes

/D1 A4.3



1.95 3

T.O. Wall132' - 0"

D1A3.11

B4

A9.4468 7 2 19 5.9 5.5 4.5

A9.4D1

7.1

MECH.222

LUNCH ROOM104

OPEN OFFICE103

RECEPTION102

VEST.101

CONF. ROOM201

SKYLIGHT

08 5113.A1

108 102

206 207-1

BEAMS, TYP.SEE STRUCT.

CABLE RAILING

A7.3D5

C4

A9.4D5

A9.4

2.8

D1A6.4

A9.4D3

201

A4

A10.3

A10.3C1

A1

A10.3

A10.3C2

2' - 10" TYP.

ALIG

N M

ULL

ION

S

A10.3C1

A2.4SEE

2' -

4 1/

2"6'

- 4

1/2"

1' -

11"

68' - 0"

9' -

9"

TYP.1 3/4"

A9.4D6

10' - 0" INSUL.


07 2100.A1SEE /D1 A4.3

LINEAR GRILLE, SEE MECH.

07 2100.E5AT FLOOR

DRAIN TILE AT PERIMETER, TYP. - SEE MECH. FOR CONNECTION TO SUMP PUMP, TYP.

1

08 4113.A108 4113.A108 4113.A108 4113.A12

08 4113.A12

2

GL-9 LAMINATED GLASS

GL-9 LAMINATED GLASS AREA A

AREA B

AREA C

Key Plan

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A3.12BuildingSections

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3/16" = 1'-0"A3.12D1 EAST/WEST SECTION AT SKYLIGHT LOOKING SOUTH

Graphic Scales

Material Keying Legend

3/16" = 1' - 0"

04 2000.C1 Concrete Block07 2100.A1 Extruded-Polystyrene Board Insulation, Type IV

(Typ. Below Grade)07 2100.A2 Extruded-Polystyrene Board Insulation, Type V07 2100.E5 Mineral Wool Batt Insulation, Foil Faced Batt

Insulation08 4113.A1 Aluminum Storefront System08 5113.A1 Aluminum Window08 7100.G2 Push Plate Switch with Accessibility Symbol09 9123.A1 Paint

3/16" = 1'-0"A3.12B1 EAST/WEST SECTION AT SKYLIGHT LOOKING NORTH

B1A3.12

D1A3.12

0' 2' 4' 8'

1 A

DD

END

UM

1

03/

29/2

018

2

A

DD

END

UM

2

04/

06/2

018

2

2









T.O. Wall132' - 0"

07 5323.E207 5323.B1

07 5323.B109 2900.A3

05 4000.B3

07 2100.E1

SEE STRUCT.

L.1 L

B.O. Overhang125'-0"

T.O. OPENING123' - 2"

DBE129' - 5"

07 4213.E1

07 2100.D1

07 2726.A2

07 2100.E1

05 4000.B3

07 4213.B1

07 4213.B10

07 2100.E1

A9.2A2 A10.3

A1

A10.1A2

SLOPED ROOF INSULATIONSEE ROOF PLAN

CANTILEVERS-SEE STRUCT.

05 3100.A1

05 1200.B1

06 1000.K14

07 2726.A2

07 2100.G1

07 2726.A2

TYP.

7"

(6")

SIM.REV.

SEE STRUCT.

SKYLIGHT

L.3

07 2100.G1TAPE TO BEAM

SEE STRUCT. FOR CONNECTION

05 1200.D2

SEAL ALL JOINTS AT BEAM CONNECTIONS & DECKING TO BEAM FOR CONTINUOUS VAPOR & AIR BARRIER

NOTE: BEAMS TO BE HORIZONTAL FROM GRID J.9 SOUTH. ADD TAPERED INSULATION AS REQ. FOR 1/4"/FT CONTINUED SLOPE OF ROOF

SEAL TO PLATE05 1200.C6

& GUSSETS - SEE STRUCT.

OPEN FOR AIR FLOW

EXPOSED BEAMBEYOND

PAINT EXPOSED STUDS FLATBLACK

07 2100.G1-LAP - TAPE &SEAL AROUND STUDS

(W14X30)

COORDINATE CONSTRUCTION ORDER TO ALLOW INSTALLATION OF CONTINUOUS INSULATION AND VAPOR BARRIER

07 2100.G1

TRANSFER GRILLE, SEE MECH.

T.O. Wall132' - 0"

05 1200.B1

07 2100.E1

09 2900.A3

SEE STRUCT.

06 1000.G2

05 1200.D2

J.8

Ceiling125' - 0"

STOREFRONT BEYOND

DUCTSEE MECH.GRILLE,

SEE MECH.

EXPOSED BEAMBEYOND

2 LAYERS TOTALING 5". Z-CHANNEL IN 1ST LAYER

J.9

07 2100.G1

07 2100.G1

D.B.E.VARIES

SKYLIGHT

SEE RCP

05 1200.C6BETWEEN JOISTSSEE STRUCT.

W24X84SEE STRUCT.

TAPE TO STEEL PLATE

(W24X84)

10"

A10.3A1

COLUMN, SEE STRUCT.(12X12 HSS)

07 2100.D1

2

1' -

1 1/

2"

1' - 2 3/4"4 1/2"

4 1/

2"9"

J.9

5.9

08 4113.A108 4113.A1

05 7300.A2

MAX.3 1/2"

W/ CABLE


K J.8J.9

C-CHANNEL,C12X20.7

PRECAST PLANK FLOOR WITH TOPPING, SEE

APC CLOUDCEILING

STEEL C-CHANNELC8X11.5

08 4113.A1

/C1 A4.3

09 2900.K4

09 2900.A3

F4

1/2"

BEAM, SEE STRUCT.

07 9200.A1BOTH SIDES

06 1000.G1

EQ EQ109' - 9"B.O. SOFFIT

1

110' - 3 1/32"


K J.8J.9

CLOUD CEILINGSEE RCP

CABLE RAILING,SEE /D5 A7.3


09 2900.K4

09 2900.A309 2900.G4

09 2900.G2

BEAM,SEE STRUCT.

REGISTER, SEE MECH.

/C1 A4.3

7 1/4"

1/2"

3"

BRACING AS REQ.

109' - 9" INSU

L.5"

W/

F4

F5

F5

APC CLOUD CEILING

DUCT, SEE MECH.

RECESSED LIGHT, SEE ELECT.

B.O. SOFFIT

EQ EQ

1


S2

S4

1/2"

3/4"

B.O. SOFFIT

ACP SEE RCP/D1 A6.1

7 1/4"


STEEL CORNER ANGLE


08 4113.A1

09 2900.K4 1

109' - 9"

09 2900.G609 2900.G6



K

T.O. Wall132' - 0"

VER

. W/ M

FR.

7' -

0"

07 4213.A6

07 4213.A6

08 4113.A4

TRELLIS

A9.2D2

04 7200.A1

GRADE VARIES

SEE STRUCT.

A9.4B2

08 5113.A1A10.1

A2

L.1 L

11' - 8"

D1A3.12

4"2'

- 4

1/2"

6' -

4 1/

2"5'

- 1"

VER

.3/

8" G

AP1'

- 2"

2' -

8 1/

2" V

ERIF

Y

VER.2' - 10 3/8"2' - 10"2' - 10"

VER.2' - 10"

11' - 4 3/8" VER.

J.8

4' - 3"

J.9

B1A3.12

L.3

A9.4B4

A9.4D5

BEAM -SEE STRUCT.

A9.4D2

10"3"

3' - 3"2' - 10"2' - 10"

2' - 10"

D1

A9.4

A10.3A4

COLUMNS -SEE STRUCT.

ACCENT COLOR 2

ACCENT COLOR 2

1 3/4"

2"

2"

BEAM -SEE STRUCT.

ACCENT COLOR 2

COLUMN -SEE STRUCT.09 9123.A2

09 9123.A2

09 9123.A2

1

08 4113.A108 4113.A1

2

2

GL-9LAMINATED GLASS


F4

B.O. SOFFIT

3" CORNER ANGLE - CUT FOR RECESSED LIGHT


7 1/4"109' - 9"

S4

A4.3B3

1


L.1 L

1/2" REVEAL

F2

09 2900.K4 RECESSED LIGHT FIXTURE, SEE ELECT.

06 1000.G2T.O. WINDOW

109' - 2"3 5/8"

WALL MOUNTED HEATER, SEE MECH.

7 3/

4"4"

1

STEEL BEAM, SEE STRUCT.

VERIFY STUD WITH SELECTED RECESSED LIGHT FIXTURE

1


6

1 3/4" 4 1/2" 8 3/8"

M5

3/4" LEDGEINSTALL SEALANT ALONG EDGES WITH DISSIMILAR MATERIALS

OPEN OFFICE103

LUNCH ROOM104

08 4113.A1

2"2"

06 4023.E3

06 4023.E3

09 2900.K4

R 0' - 0 3/4"

3 1/

4"

3"

06 1000.G107 9200.A1, BOTH SIDES

4"

SOFFIT DOWN TO 9'-10" AFF

09 2900.G6SIM.

FOR PIPES, SEE MECH.

1

Membrane LegendVAPOR PERMIABLE FLUID APPLIED WEATHER BARRIER

VAPOR RETARDING FLUID APPLIED WEATHER BARRIER

BITIMINOUS DAMP PROOFING

POLY ETHYLENE VAPOR RETARDER

SELF ADHERED WATERPROOFING

07 2726.A2

07 2726.A1

07 1113.A1

/ 07 5323.H2

07 1326.A7

07 2100.G1

65"

08 4113.A1

05 1200.D2W14x2609 9123.A2ACCENT COLOR 2


06 1000.G1


08 4113.A1

08 4113.B6

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A9.4Wall Details atSkylight

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

1" = 1'-0"A9.4B2 ROOF OVERHANG AT SKYLIGHT SECTION DETAIL

1" = 1'-0"A9.4B4 SECTION AT ROOF AND SKYLIGHT

1" = 1'-0"A9.4C5 PLAN VIEW @ 2ND FLOOR

1" = 1' - 0" 0' 6" 1' 2'

1" = 1'-0"A9.4C4 NORTH SOFFIT DETAIL AT STOREFRONT

1" = 1'-0"A9.4D5 RAILING AND SOFFIT DETAIL AT SECOND FLOOR SKYLIGHT

1" = 1'-0"A9.4D3 EAST SOFFIT SECTION

1/4" = 1'-0"A9.4C1 NORTH-SOUTH SECTION AT SKYLIGHT LOOKING WEST

1" = 1'-0"A9.4D4 WEST SOFFIT SECTION

1" = 1'-0"A9.4D2 SOUTH SOFFIT SECTION DETAIL

1" = 1'-0"A9.4D1 STOREFRONT SILL - SECTION DETAIL

Graphic Scales

Material Keying Legend04 7200.A1 Cast Stone05 1200.B1 Steel Beam05 1200.C6 Steel Plate05 1200.D2 Steel Beam, Architecturally Exposed Structural Steel05 3100.A1 Steel Roof Deck05 4000.B3 6" Steel Stud05 7300.A2 Ornamental Railing06 1000.G1 Wood Shim06 1000.G2 Wood Blocking06 1000.K14 7/16" OSB06 4023.E3 Solid Surface Ledge07 1113.A1 Bituminous Dampproofing07 1326.A7 Self Adhered Waterproofing07 2100.D1 Polyisocyanurate Board Insulation (Typ. Above Grade)07 2100.E1 Glass-FIber Insulation, Batt Form, Type I07 2100.G1 Polyethylene Vapor Retarder07 2726.A1 Vapor Retarding Fluid-Applied Membrane Air Barrier07 2726.A2 Vapor Permeable Fluid-Applied Membrane Air Barrier07 4213.A6 Metal Exposed Fastener Wall Panel07 4213.B1 Metal Flashing07 4213.B10 Metal Sill Flashing w/Keeper07 4213.E1 Metal Soffit Panel07 5323.B1 EPDM Flashing07 5323.E2 Tapered Rigid Insulation07 5323.H2 Polyethylene Vapor Retarder07 9200.A1 Sealant08 4113.A1 Aluminum Storefront System08 4113.A4 Aluminum Window System08 4113.B6 Aluminum Head Receptor08 5113.A1 Aluminum Window09 2900.A3 5/8" Gypsum Board09 2900.G2 1-5/8" Steel Studs09 2900.G4 3-5/8" Steel Studs09 2900.G6 6" Steel Studs09 2900.K4 Reveal Joint09 9123.A2 Epoxy Paint

1 1/2" = 1'-0"A9.4D6 BEAM AT STOREFRONT - SECTION DETAIL

1/4'" = 1' - 0"0' 2' 4' 8'

1 A

DD

END

UM

1

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29/2

018

2

A

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END

UM

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06/2

018

2









T.O. Wall132' - 0"

07 5323.E207 5323.B1

07 5323.B109 2900.A3

05 4000.B3

07 2100.E1

SEE STRUCT.

L.1 L

B.O. Overhang125'-0"

T.O. OPENING123' - 2"

DBE129' - 5"

07 4213.E1

07 2100.D1

07 2726.A2

07 2100.E1

05 4000.B3

07 4213.B1

07 4213.B10

07 2100.E1

A9.2A2 A10.3

A1

A10.1A2

SLOPED ROOF INSULATIONSEE ROOF PLAN

CANTILEVERS-SEE STRUCT.

05 3100.A1

05 1200.B1

06 1000.K14

07 2726.A2

07 2100.G1

07 2726.A2

TYP.

7"

(6")

SIM.REV.

SEE STRUCT.

SKYLIGHT

L.3

07 2100.G1TAPE TO BEAM

SEE STRUCT. FOR CONNECTION

05 1200.D2

SEAL ALL JOINTS AT BEAM CONNECTIONS & DECKING TO BEAM FOR CONTINUOUS VAPOR & AIR BARRIER

NOTE: BEAMS TO BE HORIZONTAL FROM GRID J.9 SOUTH. ADD TAPERED INSULATION AS REQ. FOR 1/4"/FT CONTINUED SLOPE OF ROOF

SEAL TO PLATE05 1200.C6

& GUSSETS - SEE STRUCT.

OPEN FOR AIR FLOW

EXPOSED BEAMBEYOND

PAINT EXPOSED STUDS FLATBLACK

07 2100.G1-LAP - TAPE &SEAL AROUND STUDS

(W14X30)

COORDINATE CONSTRUCTION ORDER TO ALLOW INSTALLATION OF CONTINUOUS INSULATION AND VAPOR BARRIER

07 2100.G1

TRANSFER GRILLE, SEE MECH.

T.O. Wall132' - 0"

05 1200.B1

07 2100.E1

09 2900.A3

SEE STRUCT.

06 1000.G2

05 1200.D2

J.8

Ceiling125' - 0"

STOREFRONT BEYOND

DUCTSEE MECH.GRILLE,

SEE MECH.

EXPOSED BEAMBEYOND

2 LAYERS TOTALING 5". Z-CHANNEL IN 1ST LAYER

J.9

07 2100.G1

07 2100.G1

D.B.E.VARIES

SKYLIGHT

SEE RCP

05 1200.C6BETWEEN JOISTSSEE STRUCT.

W24X84SEE STRUCT.

TAPE TO STEEL PLATE

(W24X84)

10"

A10.3A1

COLUMN, SEE STRUCT.(12X12 HSS)

07 2100.D1

2

1' -

1 1/

2"

1' - 2 3/4"4 1/2"

4 1/

2"9"

J.9

5.9

08 4113.A108 4113.A1

05 7300.A2

MAX.3 1/2"

W/ CABLE


K J.8J.9

C-CHANNEL,C12X20.7


APC CLOUDCEILING

STEEL C-CHANNELC8X11.5

08 4113.A1

/C1 A4.3

09 2900.K4

09 2900.A3

F4

1/2"

BEAM, SEE STRUCT.


06 1000.G1

EQ EQ109' - 9"B.O. SOFFIT

1

110' - 3 1/32"


K J.8J.9

CLOUD CEILINGSEE RCP

CABLE RAILING,SEE /D5 A7.3


09 2900.K4

09 2900.A309 2900.G4

09 2900.G2

BEAM,SEE STRUCT.

REGISTER, SEE MECH.

/C1 A4.3

7 1/4"

1/2"

3"

BRACING AS REQ.

109' - 9" INSU

L.5"

W/

F4

F5

F5

APC CLOUD CEILING

DUCT, SEE MECH.


B.O. SOFFIT

EQ EQ

1


S2

S4

1/2"

3/4"

B.O. SOFFIT

ACP SEE RCP/D1 A6.1

7 1/4"


STEEL CORNER ANGLE


08 4113.A1

09 2900.K4 1

109' - 9"

09 2900.G609 2900.G6



K

T.O. Wall132' - 0"

VER

. W/ M

FR.

7' -

0"

07 4213.A6

07 4213.A6

08 4113.A4

TRELLIS

A9.2D2

04 7200.A1

GRADE VARIES

SEE STRUCT.

A9.4B2

08 5113.A1A10.1

A2

L.1 L

11' - 8"

D1A3.12

4"2'

- 4

1/2"

6' -

4 1/

2"5'

- 1"

VER

.3/

8" G

AP1'

- 2"

2' -

8 1/

2" V

ERIF

Y

VER.2' - 10 3/8"2' - 10"2' - 10"

VER.2' - 10"

11' - 4 3/8" VER.

J.8

4' - 3"

J.9

B1A3.12

L.3

A9.4B4

A9.4D5

BEAM -SEE STRUCT.

A9.4D2

10"3"

3' - 3"2' - 10"2' - 10"

2' - 10"

D1

A9.4

A10.3A4

COLUMNS -SEE STRUCT.

ACCENT COLOR 2

ACCENT COLOR 2

1 3/4"

2"

2"

BEAM -SEE STRUCT.

ACCENT COLOR 2

COLUMN -SEE STRUCT.09 9123.A2

09 9123.A2

09 9123.A2

1

08 4113.A108 4113.A1

2

2

GL-9LAMINATED GLASS


F4

B.O. SOFFIT

3" CORNER ANGLE - CUT FOR RECESSED LIGHT


7 1/4"109' - 9"

S4

A4.3B3

1


L.1 L

1/2" REVEAL

F2

09 2900.K4 RECESSED LIGHT FIXTURE, SEE ELECT.

06 1000.G2T.O. WINDOW

109' - 2"3 5/8"

WALL MOUNTED HEATER, SEE MECH.

7 3/

4"4"

1

STEEL BEAM, SEE STRUCT.

VERIFY STUD WITH SELECTED RECESSED LIGHT FIXTURE

1


6

1 3/4" 4 1/2" 8 3/8"

M5

3/4" LEDGEINSTALL SEALANT ALONG EDGES WITH DISSIMILAR MATERIALS

OPEN OFFICE103

LUNCH ROOM104

08 4113.A1

2"2"

06 4023.E3

06 4023.E3

09 2900.K4

R 0' - 0 3/4"

3 1/

4"

3"

06 1000.G107 9200.A1, BOTH SIDES

4"

SOFFIT DOWN TO 9'-10" AFF

09 2900.G6SIM.

FOR PIPES, SEE MECH.

1

Membrane LegendVAPOR PERMIABLE FLUID APPLIED WEATHER BARRIER

VAPOR RETARDING FLUID APPLIED WEATHER BARRIER

BITIMINOUS DAMP PROOFING

POLY ETHYLENE VAPOR RETARDER

SELF ADHERED WATERPROOFING

07 2726.A2

07 2726.A1

07 1113.A1

/ 07 5323.H2

07 1326.A7

07 2100.G1

65"

08 4113.A1

05 1200.D2W14x2609 9123.A2ACCENT COLOR 2


06 1000.G1


08 4113.A1

08 4113.B6

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A9.4Wall Details atSkylight

Mar

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Willi

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

1" = 1'-0"A9.4B2 ROOF OVERHANG AT SKYLIGHT SECTION DETAIL

1" = 1'-0"A9.4B4 SECTION AT ROOF AND SKYLIGHT

1" = 1'-0"A9.4C5 PLAN VIEW @ 2ND FLOOR

1" = 1' - 0" 0' 6" 1' 2'

1" = 1'-0"A9.4C4 NORTH SOFFIT DETAIL AT STOREFRONT

1" = 1'-0"A9.4D5 RAILING AND SOFFIT DETAIL AT SECOND FLOOR SKYLIGHT

1" = 1'-0"A9.4D3 EAST SOFFIT SECTION

1/4" = 1'-0"A9.4C1 NORTH-SOUTH SECTION AT SKYLIGHT LOOKING WEST

1" = 1'-0"A9.4D4 WEST SOFFIT SECTION

1" = 1'-0"A9.4D2 SOUTH SOFFIT SECTION DETAIL

1" = 1'-0"A9.4D1 STOREFRONT SILL - SECTION DETAIL

Graphic Scales

Material Keying Legend04 7200.A1 Cast Stone05 1200.B1 Steel Beam05 1200.C6 Steel Plate05 1200.D2 Steel Beam, Architecturally Exposed Structural Steel05 3100.A1 Steel Roof Deck05 4000.B3 6" Steel Stud05 7300.A2 Ornamental Railing06 1000.G1 Wood Shim06 1000.G2 Wood Blocking06 1000.K14 7/16" OSB06 4023.E3 Solid Surface Ledge07 1113.A1 Bituminous Dampproofing07 1326.A7 Self Adhered Waterproofing07 2100.D1 Polyisocyanurate Board Insulation (Typ. Above Grade)07 2100.E1 Glass-FIber Insulation, Batt Form, Type I07 2100.G1 Polyethylene Vapor Retarder07 2726.A1 Vapor Retarding Fluid-Applied Membrane Air Barrier07 2726.A2 Vapor Permeable Fluid-Applied Membrane Air Barrier07 4213.A6 Metal Exposed Fastener Wall Panel07 4213.B1 Metal Flashing07 4213.B10 Metal Sill Flashing w/Keeper07 4213.E1 Metal Soffit Panel07 5323.B1 EPDM Flashing07 5323.E2 Tapered Rigid Insulation07 5323.H2 Polyethylene Vapor Retarder07 9200.A1 Sealant08 4113.A1 Aluminum Storefront System08 4113.A4 Aluminum Window System08 4113.B6 Aluminum Head Receptor08 5113.A1 Aluminum Window09 2900.A3 5/8" Gypsum Board09 2900.G2 1-5/8" Steel Studs09 2900.G4 3-5/8" Steel Studs09 2900.G6 6" Steel Studs09 2900.K4 Reveal Joint09 9123.A2 Epoxy Paint

1 1/2" = 1'-0"A9.4D6 BEAM AT STOREFRONT - SECTION DETAIL

1/4'" = 1' - 0"0' 2' 4' 8'

1 A

DD

END

UM

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UM

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2









The City of WIlliston in North Dakota asked for a new maintenance facility with two story offices, vehicle storage, repair and wash bays. Katie coordinated the internal project team, managed meetings with the client, and provided construction administration services. During design, she detailed several building components including stairs, elevator, skylight, front desk, and other public spaces. For project team coordination, she scheduled and led weekly coordination meetings and managed responsibilities and delegation of sheets to team members. She managed the furniture bid package and document coordination with the contractor with a GMP contract.

Williston Public Works FacilityKodet Architectural Group, 2018-2019

Assistant to the Project Manager, internal team coordination, designer and detailer with Kodet Team.

Central Lutheran Church located in downtown Minneapolis, asked for a new addition in the place of three 1960’s additions. The new addition hosts a fellowship hall, kitchen, displaced population services, office, and fireside room. Katie designed and detailed the interior woodwork, doors, windows, and casework for the front desk, gallery hall, and fireside room. The front desk is centrally located for convenience and has direct view of every entrance to the building. Stone triglyphs were salvaged from the demolished buildings and featured at and behind the front desk.

Central Lutheran Church AdditionKodet Architectural Group, 2016-2017

Interior design and detailing of church addition in collaboration with Kodet Team.

Pine River Backus High School desired a more secure front office while opening up the entry to be more welcoming. Katie assisted with detailing bullet proof glass and receiving window. She also designed and detailed all cabinetry within the office and break area. This included two custom desks with adjustable height surfaces. The panel attached to the adjustable height surface maintains privacy for the administrative team. The school was very pleased with the results and continues to work with Kodet on master planning.

Pine River Backus Office RemodelKodet Architectural Group, 2017

Security updates and custom adjustable height desk in collaboration with Kodet Team.

2' -

0"6'

- 0

3/4"

2' - 0" 2' - 6"

A14.2A5

2' -

6"5'

- 8"

1 1/4"

A2

A14.2

06 4023.E1

A14.2B2

A14.2

B3

A3

A14.2

06 4023.A2

4' - 3" 3/4" 1 1/2"3/4"

TERMINATE @ PART.

A14.2 B4

05 5000.B305 5000.B3

4' - 6"

1 1/

4"

ACCESS PANEL12" X 12"

06 4023.Y10

06 4023.Y10

1 1/4" X 1 1/4" 1/8"

BELOW

4' - 6" 1 1/4"

06 4023.Y13

10"

6"

1' - 6" 1' - 0"2' - 6"

1' -

4"

TYP.

R 0' - 0 3/4"

1/2" 1 1/2"

1/2"3/4"

1 1/4"

1 1/

4"3/

4"1/

2"1

1/2"

1/2"

06 4023.E1

06 4023.C406 1000.B2

06 4023.H4 (BELOW)

(BELOW)(BELOW)

06 4023.A2 ALDER (BELOW)

ONE OUTLET ABOVE COUNTER - COORD. W/ ELECT.

WRAP @ ENDS & MITER CORNERS, TYP.

A4

A14.2 TYP.

09 9123.A1

2"

1. MITER ALL WOOD TRIM U.N.O. TYP.2. FINISH ALL EXPOSED SURFACES OF

CABINETRY.3. ALL EXPOSED CABINETRY MATERIALS TO

BE OF PREMIUM GRADE MATERIAL OR AS SPECIFIED.

4. PROVIDE PIPE WRAP AT ALL EXPOSED SINK POPES, SEE MECH.

5. ALL EXPOSED WOOD TO HAVE CLEAR FINISH U.N.O.

General Cabinetry Notes

1' - 2"

1 1/

2"8

3/4"

1 1/

2"15

EQ

= 4

' - 4

"1

1/2"

1' -

2"1

1/2"

3 1/

4"

3" 11"

4"

09 6513.A1

06 4023.C506 4023.D1

06 4023.A5

06 1000.G5 06 1000.G5

06 1000.G4

06 4023.C7

ALL EXPOSED FACES

ALL EXPOSED FACES

06 4023.D1

06 4023.C806 4023.D1ALL EXPOSED FACES

06 4023.A5


TYP.06 4023.C8

06 4023.Z809 9123.A1ALL EXPOSED FACES

TYP.06 4023.Z8


06 4023.A5



06 4023.A5

06 4023.C8TWO LAYERS06 4023.D1ALL EXPOSED FACES

, TYP.

06 4023.B3SEE DETAIL

SEE FLOOR PLAN FOR PART. TYPES

1' -

1 1/

4"

06 4023.Z8SLIDE INTO 1/8" NOTCHES


EDGE OF SHELF BELOW06 4023.C706 4023.D1

REMOVABLE CENTRAL SHELFALL EXPOSED FACES

06 4023.C806 4023.D1

TWO LAYERSALL EXPOSED FACES

06 4023.A5

06 4023.C8

06 4023.A5

06 4023.D1ALL EXPOSED FACES

09 9123.A1

06 4023.C8


FIXED SHELF - NOTCH

SCRIBE TO ADJ. PART.

3 1/

4"4'

- 2

1/2"

2' - 0 1/4" 3/4"

06 4023.C8ADJUSTABLE

06 4023.C8

06 1000.G4

RECESSED ADJUSTABLE.SHELF SLOTS, TYP. EVERY 1 1/2"

3"

TYP. ALL EXPOSED FACES INSIDE CABINETRY

ALL EXPOSED FACES

A14.1C2

06 4023.C8

06 4023.A5

06 4023.C8


06 4023.D1


TWO LAYERS

06 4023.C7

06 4023.D1

06 4023.D1

06 1000.G5


ALL EXPOSED FACES06 4023.D1

TOP & BOTTOM

PROVIDE 5 SHELVES PER TALL CABINET

06 4023.H506 4023.H506 4023.B1ALL SIDES

TYP.

1 1/

2"

06 4023.C7

06 4023.C8

06 4023.C806 4023.C8

06 4023.A5

06 4023.B1

06 4023.B1

2' -

6"

06 4023.E1

06 4023.E1

1' -

0"2'

- 6"

3/4"

3/4"

06 4023.A2ALDERTYP. - WIDTH & LENGTH VARY - SEE EL. COUNTERSUNK NAILS 2 EA @ ENDS, 2 EA 12" O.C.MITER CORNERS, TYP.

06 4023.H4

06 4023.C409 9123.A1

06 4023.C409 9123.A1

3/4"

1/2"

06 4023.C8

06 1000.B2

06 4023.H4

1/4"

2"1/

2"6"

1/2"

2 1/

4"1/

2"5

3/4"

1/2"

2"1/

2"6"

1/2"

4"1/

2"6"

1/2"

3"

3' -

6"

06 4023.Y14

ONE SHALLOW OULET ABOVE COUNTER -COORD. W/ ELECT.

OUTLET & DATA @ EA. DESK -COORD. W/ ELECT.

1' -

8"

A4

A14.2

06 4023.C4ACCESS PANEL12" X 12"

06 4023.E1

2' -

6"

3/4"

3/4"

06 4023.C409 9123.A1

06 4023.C8

06 1000.B2

3/4"

1/4"

5 1/

2"1/

2"2"

1/2"

6"1/

2"4"

1/2"

6"1/

2"3"

06 4023.Y14

SHALLOW OUTLET & DATA @ EA. DESK, COORD. W/ ELECT.

1' -

8"

06 4023.C4

06 4023.A2ALDERTYP. - WIDTH & LENGTHSEE EL. VARY -COUNTERSUNK NAILS 2 EA @ ENDS, 2 EA 12" O.C.MITER CORNERS, TYP.

A14.1A3

2' - 6"

05 5000.B31 1/4" x 1 1/4" 1/8"

06 4023.Y10COORD. W/ OWNER

2' -

6"

A2

A14.2

A3

A14.2

1'-6" TO 6'-0" (VARIES)

VERT. REVEAL1/4" TYP.

HO

RIZ

. REV

EAL

1/2"

TYP

.

RECEPTION DESK B

TERMINATE WD. FINISHINTO PARTITION @

06 4023.A2TYP. COUNTERSUNK NAILS 2 EA @ ENDS, 2 EA 12" O.C.MITER CORNERS, TYP.

2' - 6"

5' - 10" 2' - 2 3/4"

, ALDER

2" A14.2A2

1' - 2 3/4" 3' - 3 1/4"


1' - 4"

, ALDER

A2

A14.2

A3

A14.2

OPEN

SIGN IN COUNTER BEYOND 06 4023.C4

ACCESS PANEL MATCH INT. FINISH OF DESK

SCRIBE TO ADJ. WALL

WRAP END & MITER CORNER

2' - 0" 6' - 0 3/4"

3 3/4" 1' - 11"

1 1/4" 2' - 2 3/4" 2"

VER. LOCATION W/ OWNER


, ALDER

06 4023.Y13

1' - 0" 1' - 4"

4"1'

- 0"

1/8" NOTCH06 4023.Z8

06 4023.Z8

06 4023.C8

1/8"

06 4023.A506 4023.C8

3/4"

1 1/

2"2

7/8"

3/4"09 9123.A1

09 9123.A1

06 4023.D1

06 4023.D1

06 4023.A5SCRIBE TO ADJ. PART.

EQ EQ

4"

W/ NAME SLOT06 4023.B3D2

A14.2

3/4"

3/4"

1 1/2"

06 4023.E1

06 4023.A509 9123.B1

06 4023.H409 9123.B1

EQ.

3/8"

EQ. 3/8" 1/8" 1/4"

06 4023.C806 4023.B3

06 4023.D1ALL EXPOSED FACES Th

e ab

ove

draw

ings

, spe

cific

atio

ns a

nd id

eas,

des

ign

and

arra

ngem

ents

repr

esen

ted

are

and

shal

l rem

ain

the

prop

erty

of t

he A

rchi

tect

, and

no

part

shal

l be

copi

ed, d

iscl

osed

to o

ther

s, o

r use

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con

nect

ion

with

any

oth

er p

roje

ct fo

r whi

ch th

ey th

ey h

ave

been

pre

pare

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d de

velo

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with

out t

he w

ritte

n pe

rmis

sion

of t

he A

rchi

tect

. Vi

sual

con

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with

thes

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r spe

cific

atio

ns s

hall

cons

titut

e co

nclu

sive

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denc

e of

thes

e re

stric

tions

.

I her

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certi

fy th

at th

is p

lan,

spe

cific

atio

n, o

r rep

ort w

as p

repa

red

by m

e or

und

er m

y di

rect

supe

rvis

ion,

and

that

I am

a d

uly

Lice

nsed

Arc

hite

ct u

nder

the

law

s of

the

Stat

e of

Min

neso

ta.

Arch

itect

: Edw

ard

J. K

odet

, Jr.,

FAI

A

© K

odet

Arc

hite

ctur

al G

roup

, Ltd

.

Lice

nse

Num

ber:

1026

6

Dat

e

Dat

e:

Dra

wn

By:

Rev

isio

ns:

Proj

ect N

o.:

Che

cked

By:

Kodet Architectural Group, Ltd. © 2017

1 2 3 4 5

D

C

B

A

Mar

ch 2

1, 2

017

3/22

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7 9:

46:0

9 AM

C:\U

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\101

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16KL

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Rem

odel

A14.2CabinetryDetails

Mar

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1, 2

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Pine

Riv

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inne

sota

Hig

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1/2" = 1'-0"A14.2A1

RECEPTION DESK B PLAN(DESK A REV.)

1 1/2" = 1'-0"A14.2A5 SIGN-IN COUNTER - PLAN DETAIL

Graphic Scales

1 1/2" = 1' - 0"

0' 1' 2'

3" = 1' - 0"

0' 6" 1'

Material Keying Legend05 5000.B3 Steel Tube06 1000.B2 2 x 2 Wood Framing06 1000.G4 1 x Wood Blocking06 1000.G5 2 x Wood Blocking06 4023.A2 Hardwood Wood Trim06 4023.A5 1 x 2 Wood Trim06 4023.B1 Hardwood Edge06 4023.B3 Custom Wood Edge06 4023.C4 1/2" Plywood06 4023.C5 3/4" Plywood06 4023.C7 1/2" Particleboard06 4023.C8 3/4" Particleboard06 4023.D1 Plastic Laminate06 4023.E1 Solid Surface Countertop06 4023.H4 1/2" Hardwood Veneer Plywood06 4023.H5 3/4" Hardwood Veneer Plywood06 4023.Y10 Grommet06 4023.Y13 Pencil Drawer06 4023.Y14 Wire Manager06 4023.Z8 3/16" Hardboard (aka Masonite)09 6513.A1 Rubber Wall Base09 9123.A1 Paint09 9123.B1 Stain

1 1/2" = 1'-0"A14.2D4 MAILBOX CABINET SECTION DETAIL

1 1/2" = 1'-0"A14.2D3 MAILBOX CABINET PLAN DETAIL

1 1/2" = 1'-0"A14.2D1 TALL CABINET SECTION

1 1/2" = 1'-0"A14.2A2 DESK SECTION @ SIGN-IN

1 1/2" = 1'-0"A14.2A3 DESK SECTION @ COUNTER

1/2" = 1'-0"A14.2B2 DESK EL. 1

1/2" = 1'-0"A14.2B3 DESK EL. 2

1/2" = 1'-0"A14.2B4 DESK EL. 3

1/2" = 1' - 0"0' 1' 2' 4'

3" = 1'-0"A14.2C3 MAILBOX ELEVATION DETAIL

3" = 1'-0"A14.2A4 SIGN-IN COUTNER - EDGE SECTION DETAIL

A14.2C2 RECEPTION DESK - 3D VIEW

6" = 1'-0"A14.2D2

MAILBOX NAME SLOTSECTION DETAIL

6" = 1' - 0"

0' 3" 6"

NTS

2' -

0"6'

- 0

3/4"

2' - 0" 2' - 6"

A14.2A5

2' -

6"5'

- 8"

1 1/4"

A2

A14.2

06 4023.E1

A14.2B2

A14.2

B3

A3

A14.2

06 4023.A2

4' - 3" 3/4" 1 1/2"3/4"

TERMINATE @ PART.

A14.2 B4

05 5000.B305 5000.B3

4' - 6"

1 1/

4"

ACCESS PANEL12" X 12"

06 4023.Y10

06 4023.Y10

1 1/4" X 1 1/4" 1/8"

BELOW

4' - 6" 1 1/4"

06 4023.Y13

10"

6"

1' - 6" 1' - 0"2' - 6"

1' -

4"

TYP.

R 0' - 0 3/4"

1/2" 1 1/2"

1/2"3/4"

1 1/4"

1 1/

4"3/

4"1/

2"1

1/2"

1/2"

06 4023.E1

06 4023.C406 1000.B2

06 4023.H4 (BELOW)

(BELOW)(BELOW)

06 4023.A2 ALDER (BELOW)

ONE OUTLET ABOVE COUNTER - COORD. W/ ELECT.

WRAP @ ENDS & MITER CORNERS, TYP.

A4

A14.2 TYP.

09 9123.A1

2"

1. MITER ALL WOOD TRIM U.N.O. TYP.2. FINISH ALL EXPOSED SURFACES OF

CABINETRY.3. ALL EXPOSED CABINETRY MATERIALS TO

BE OF PREMIUM GRADE MATERIAL OR AS SPECIFIED.

4. PROVIDE PIPE WRAP AT ALL EXPOSED SINK POPES, SEE MECH.

5. ALL EXPOSED WOOD TO HAVE CLEAR FINISH U.N.O.

General Cabinetry Notes

1' - 2"

1 1/

2"8

3/4"

1 1/

2"15

EQ

= 4

' - 4

"1

1/2"

1' -

2"1

1/2"

3 1/

4"

3" 11"

4"

09 6513.A1

06 4023.C506 4023.D1

06 4023.A5

06 1000.G5 06 1000.G5

06 1000.G4

06 4023.C7

ALL EXPOSED FACES

ALL EXPOSED FACES

06 4023.D1


06 4023.A5


TYP.06 4023.C8

06 4023.Z809 9123.A1ALL EXPOSED FACES

TYP.06 4023.Z8


06 4023.A5



06 4023.A5

06 4023.C8TWO LAYERS06 4023.D1ALL EXPOSED FACES

, TYP.

06 4023.B3SEE DETAIL


1' -

1 1/

4"

06 4023.Z8SLIDE INTO 1/8" NOTCHES


EDGE OF SHELF BELOW06 4023.C706 4023.D1

REMOVABLE CENTRAL SHELFALL EXPOSED FACES

06 4023.C806 4023.D1

TWO LAYERSALL EXPOSED FACES

06 4023.A5

06 4023.C8

06 4023.A5


09 9123.A1

06 4023.C8


FIXED SHELF - NOTCH

SCRIBE TO ADJ. PART.

3 1/

4"4'

- 2

1/2"

2' - 0 1/4" 3/4"


06 4023.C8

06 1000.G4


3"

TYP. ALL EXPOSED FACES INSIDE CABINETRY

ALL EXPOSED FACES

A14.1C2

06 4023.C8

06 4023.A5

06 4023.C8


06 4023.D1


TWO LAYERS

06 4023.C7

06 4023.D1

06 4023.D1

06 1000.G5


ALL EXPOSED FACES06 4023.D1

TOP & BOTTOM

PROVIDE 5 SHELVES PER TALL CABINET

06 4023.H506 4023.H506 4023.B1ALL SIDES

TYP.

1 1/

2"

06 4023.C7

06 4023.C8

06 4023.C806 4023.C8

06 4023.A5

06 4023.B1

06 4023.B1

2' -

6"

06 4023.E1

06 4023.E1

1' -

0"2'

- 6"

3/4"

3/4"

06 4023.A2ALDERTYP. - WIDTH & LENGTH VARY - SEE EL. COUNTERSUNK NAILS 2 EA @ ENDS, 2 EA 12" O.C.MITER CORNERS, TYP.

06 4023.H4

06 4023.C409 9123.A1

06 4023.C409 9123.A1

3/4"

1/2"

06 4023.C8

06 1000.B2

06 4023.H4

1/4"

2"1/

2"6"

1/2"

2 1/

4"1/

2"5

3/4"

1/2"

2"1/

2"6"

1/2"

4"1/

2"6"

1/2"

3"

3' -

6"

06 4023.Y14

ONE SHALLOW OULET ABOVE COUNTER -COORD. W/ ELECT.

OUTLET & DATA @ EA. DESK -COORD. W/ ELECT.

1' -

8"

A4

A14.2

06 4023.C4ACCESS PANEL12" X 12"

06 4023.E1

2' -

6"

3/4"

3/4"

06 4023.C409 9123.A1

06 4023.C8

06 1000.B2

3/4"

1/4"

5 1/

2"1/

2"2"

1/2"

6"1/

2"4"

1/2"

6"1/

2"3"

06 4023.Y14

SHALLOW OUTLET & DATA @ EA. DESK, COORD. W/ ELECT.

1' -

8"

06 4023.C4

06 4023.A2ALDERTYP. - WIDTH & LENGTHSEE EL. VARY -COUNTERSUNK NAILS 2 EA @ ENDS, 2 EA 12" O.C.MITER CORNERS, TYP.

A14.1A3

2' - 6"

05 5000.B31 1/4" x 1 1/4" 1/8"

06 4023.Y10COORD. W/ OWNER

2' -

6"

A2

A14.2

A3

A14.2

1'-6" TO 6'-0" (VARIES)

VERT. REVEAL1/4" TYP.

HO

RIZ

. REV

EAL

1/2"

TYP

.

RECEPTION DESK B

TERMINATE WD. FINISHINTO PARTITION @


2' - 6"

5' - 10" 2' - 2 3/4"

, ALDER

2" A14.2A2

1' - 2 3/4" 3' - 3 1/4"


1' - 4"

, ALDER

A2

A14.2

A3

A14.2

OPEN

SIGN IN COUNTER BEYOND 06 4023.C4

ACCESS PANEL MATCH INT. FINISH OF DESK

SCRIBE TO ADJ. WALL

WRAP END & MITER CORNER

2' - 0" 6' - 0 3/4"

3 3/4" 1' - 11"

1 1/4" 2' - 2 3/4" 2"

VER. LOCATION W/ OWNER


, ALDER

06 4023.Y13

1' - 0" 1' - 4"

4"1'

- 0"

1/8" NOTCH06 4023.Z8

06 4023.Z8

06 4023.C8

1/8"

06 4023.A506 4023.C8

3/4"

1 1/

2"2

7/8"

3/4"09 9123.A1

09 9123.A1

06 4023.D1

06 4023.D1

06 4023.A5SCRIBE TO ADJ. PART.

EQ EQ

4"

W/ NAME SLOT06 4023.B3D2

A14.2

3/4"

3/4"

1 1/2"

06 4023.E1

06 4023.A509 9123.B1

06 4023.H409 9123.B1

EQ.

3/8"

EQ. 3/8" 1/8" 1/4"

06 4023.C806 4023.B3

06 4023.D1ALL EXPOSED FACES Th

e ab

ove

draw

ings

, spe

cific

atio

ns a

nd id

eas,

des

ign

and

arra

ngem

ents

repr

esen

ted

are

and

shal

l rem

ain

the

prop

erty

of t

he A

rchi

tect

, and

no

part

shal

l be

copi

ed, d

iscl

osed

to o

ther

s, o

r use

d in

con

nect

ion

with

any

oth

er p

roje

ct fo

r whi

ch th

ey th

ey h

ave

been

pre

pare

d an

d de

velo

ped

with

out t

he w

ritte

n pe

rmis

sion

of t

he A

rchi

tect

. Vi

sual

con

tact

with

thes

e dr

awin

gs o

r spe

cific

atio

ns s

hall

cons

titut

e co

nclu

sive

evi

denc

e of

thes

e re

stric

tions

.

I her

eby

certi

fy th

at th

is p

lan,

spe

cific

atio

n, o

r rep

ort w

as p

repa

red

by m

e or

und

er m

y di

rect

supe

rvis

ion,

and

that

I am

a d

uly

Lice

nsed

Arc

hite

ct u

nder

the

law

s of

the

Stat

e of

Min

neso

ta.

Arch

itect

: Edw

ard

J. K

odet

, Jr.,

FAI

A

© K

odet

Arc

hite

ctur

al G

roup

, Ltd

.

Lice

nse

Num

ber:

1026

6

Dat

e

Dat

e:

Dra

wn

By:

Rev

isio

ns:

Proj

ect N

o.:

Che

cked

By:

Kodet Architectural Group, Ltd. © 2017

1 2 3 4 5

D

C

B

A

Mar

ch 2

1, 2

017

3/22

/201

7 9:

46:0

9 AM

C:\U

sers

\km

artin

ez\D

ocum

ents

\101

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Pine

Riv

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Rem

odel

_201

7_C

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kmar

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.rvt

1019

16KL

KTL

N

Pine

Riv

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acku

s H

igh

Scho

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ffice

Rem

odel

A14.2CabinetryDetails

Mar

ch 2

1, 2

017

Pine

Riv

er, M

inne

sota

Hig

h Sc

hool

Offi

ce R

emod

elin

g

1/2" = 1'-0"A14.2A1

RECEPTION DESK B PLAN(DESK A REV.)

1 1/2" = 1'-0"A14.2A5 SIGN-IN COUNTER - PLAN DETAIL

Graphic Scales

1 1/2" = 1' - 0"

0' 1' 2'

3" = 1' - 0"

0' 6" 1'

Material Keying Legend05 5000.B3 Steel Tube06 1000.B2 2 x 2 Wood Framing06 1000.G4 1 x Wood Blocking06 1000.G5 2 x Wood Blocking06 4023.A2 Hardwood Wood Trim06 4023.A5 1 x 2 Wood Trim06 4023.B1 Hardwood Edge06 4023.B3 Custom Wood Edge06 4023.C4 1/2" Plywood06 4023.C5 3/4" Plywood06 4023.C7 1/2" Particleboard06 4023.C8 3/4" Particleboard06 4023.D1 Plastic Laminate06 4023.E1 Solid Surface Countertop06 4023.H4 1/2" Hardwood Veneer Plywood06 4023.H5 3/4" Hardwood Veneer Plywood06 4023.Y10 Grommet06 4023.Y13 Pencil Drawer06 4023.Y14 Wire Manager06 4023.Z8 3/16" Hardboard (aka Masonite)09 6513.A1 Rubber Wall Base09 9123.A1 Paint09 9123.B1 Stain

1 1/2" = 1'-0"A14.2D4 MAILBOX CABINET SECTION DETAIL

1 1/2" = 1'-0"A14.2D3 MAILBOX CABINET PLAN DETAIL

1 1/2" = 1'-0"A14.2D1 TALL CABINET SECTION

1 1/2" = 1'-0"A14.2A2 DESK SECTION @ SIGN-IN

1 1/2" = 1'-0"A14.2A3 DESK SECTION @ COUNTER

1/2" = 1'-0"A14.2B2 DESK EL. 1

1/2" = 1'-0"A14.2B3 DESK EL. 2

1/2" = 1'-0"A14.2B4 DESK EL. 3

1/2" = 1' - 0"0' 1' 2' 4'

3" = 1'-0"A14.2C3 MAILBOX ELEVATION DETAIL

3" = 1'-0"A14.2A4 SIGN-IN COUTNER - EDGE SECTION DETAIL

A14.2C2 RECEPTION DESK - 3D VIEW

6" = 1'-0"A14.2D2

MAILBOX NAME SLOTSECTION DETAIL

6" = 1' - 0"

0' 3" 6"

NTS

HCPA’s Phase IV addition included purchasing a large lot of land for an air-supported dome, parking ramp, sports facility, and future track.

Katie designed and detailed the sports facility building with restrooms, concession, storage, and locker rooms. The building has a precast panel facade with a metal panel feature at the front entry to direct parents and students. She coordinated with dome supplier and engineers to design the footings and storage building for the dome during the off-season. The building has an airlock entrance to the dome.

Hmong College Prep Academy Sports Facility and Air-Supported Dome Kodet Architectural Group, 2017

Designer and detailer for support facility, dome footings, and dome storage in collaboration with Kodet Team.

Renderings and Design DevelopmentMacDonald & Mack Architects, Summer 2014

Renderings for Minnesota’s Own by Larry Millett

Plumber House Elevation

Plumber House Floor Plan

MacDonald & Mack Architects was hired to render 21 houses for Larry Millett’s book, Minnesota’s Own. I drafted each house elevation and floor plan from a combinations of existing documents, site measurements, and photographs. I printed the linework onto watercolor paper and hand rendered each in watercolor. After scanning the watercolors, I used photoshop to refine details and add shading. I processed the drafting lines through AutoDesk Impressions to add style and overlaid it over the watercolor. The project taught me about process and working with an editor’s deadlines.

Daniel’s House Elevation

Daniel’s House Floor Plan

Sketch studies include:

1. Thingvellir National Park

2. Modern Church, Reykjavik

3. Olafsvikurkirja Lutheran Church

4. Blonduoskirkja, Blonduos

1.

4.

2.

3.

Iceland Travel SketchesIceland Family Travels, 2017

Watercolor studies from western and northern regions of rural Iceland.

Black Hills Immersive Theater Camp Plan : 1/16” = 1’-0” Black Hills Immersive Theater Camp Model Photos : 1/16” = 1’-0”





Black Hills Immersive Theater Camp Masters Final Project, GD3 SPRING Project located in Spearfish, South Dakota

BF

F

G

G

D

E

CA

A. New seating integrating with hillside

B. New courtyard for camp gatherings

C. Cabins built into the hillside

D. Transition between new and historic

Site Plan and Photo Key

1Audience Viewing the Stage: Northeast Perspective

Black Hills Immersive Theater Camp Katie Umenthum

A

B

B

C

D

C

D

A

5

4

3

1

2

2Entering as Audience: Northeast Perspective

Spearfish, South Dakota: Location Map Context in the City of Spearfish Inspiration of Plan into Elevation Landscape as the Backdrop to the Performance

Rotating Scenes: Historic Use of Two-and-a-Half Block Stage

ResidentialCommercialBlack Hills State UniversityBlack Hills Amphitheater

Sculpting Living and Landscape: North-South Section Looking WestD-D

New Amphitheater Seating

Lobby and Box Office: Audience Entrance

Parking

Museum: Tourist Entrance

Camp Offices: Camper Entrance

Historic Stage

Costume Shop

Archeological Remnants

Courtyard and Paths

Green Roof

Parking

Cafeteria and Kitchen

Facsimile Stages

Artist in Residence Housing

Long-Term Camper Housing

Dorm Style Camper Housing



A

B

B

C

D

C

D

A

5

4

3

1

2








Parking



Historic Stage

Costume Shop


Courtyard and Paths

Green Roof

Parking


Facsimile Stages






A

B

B

C

D

C

D

A

5

4

3

1

2








Parking



Historic Stage

Costume Shop


Courtyard and Paths

Green Roof

Parking


Facsimile Stages




After 75 years, the Black Hills Passion Play gave its last performance on it’s unique 500 foot stage. The Immersive Theater Camp will revitalize this outdoor amphitheater without detracting from the historic character of the site. The proposed structures will be built into the hillside on the north end of the site, blending into the landscape from the audience’s viewpoint. The site design reverses the roles of performer and spectator, following the Passion Play tradition of local volunteers joining in each performance.

E. New view of historic stage

Isometric Program

Light studies of progressive performance on panoramic stage



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Historic Stage

Costume Shop


Courtyard and Paths

Green Roof

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Facsimile Stages




A-A Sculpting Living and Landscape: North-South Section Looking West

Sculpting the Performance: Section through Facsimile Stage Right

Focus Stage Left: 750 Seats Focus Stage Right: 300 SeatsFocus Main Stage: 3,000 Seats

Rehearsing in Facsimile Stages: Northwest Perspective from CourtyardB-B

C-C

Rotating Through Performances

Camper Cabin: 6-9 Beds, Outdoor Shared Bathrooms Artist in Residence Apartment: 1-4 Beds, Bathroom, Kitchen and Living Room Longer Term Staff and Artist Directors: 4-7 Beds, Attached Bathroom

5Discovering the Pilgrimage: Perspective Looking East



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Historic Stage

Costume Shop


Courtyard and Paths

Green Roof

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Facsimile Stages




Black Hills Immersive Theater CampMasters Final Project, GD3 SPRING

Project located in Spearfish, South Dakota

The series of interlocking cabins mimic the panoramic historic stage. The ambiguity of forms juxtaposes the relationship between shelter and landscape. The forms are simple, yet playful. Each component plays a part in this production, yet the pieces work together as a chorus and the performance sprawls across the hillside

6 person cabin

Early Design Sketch

Section G-G: 6 person cabins

Section F-F: Interlocking cabins

Artist in Residence Apartment 9 person cabin with attached bathroom

Shower/Bathroom Hub



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Historic Stage

Prairie Grass

Growing Medium (4”-6”)

Fabric Filter

Drainage Mat

Waterproof Membrane

Insulation

Precast Concrete Roof

Wood Slat Interior Finish

Concrete Foundation

Insulation

Sand

Drainage Pipe

Ground

Foundation Footing (4’ Frost Depth)

Costume Shop


Courtyard and Paths

Green Roof

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Facsimile Stages




The structures are concrete to minimize maintenance and maximize durability. As the hillside erodes, the structures will be further embedded into the site. The thick walls will act as natural buffers to the extreme climates of South Dakota. The green roofs blend the cabins into the hillside. They will also cool the cabins during hot summer days and hold heat through the cool nights. Large window openings bring the surrounding landscape into the spaces just as the historic theater borrows a local mountain as its scenic backdrop. The bunk beds are built from locally grown ponderosa pine. The simple offset geometries echo the interwoven paths of the site plan.

H. Juxtapose shelter and landscape

Cabin Wall Section

Reacting to the Urban FabricShadows throughout the Year

Public CenterPorous at Ground LevelSouthern OrientationCommercial on 1st and 2nd Floors Only

Porous FaçadeCommunity Blocks of UnitsBuilding Units form Streets

Surrounding Streets Feed into Complex

First Floor Open MarketSeparate Commercial and Residential

Community Garden added to DowntownArchitectural Gem to Draw People down Nicollet Mall

Integrating Urban Life and the Street Extending Nicollet Mall

Katie Umenthum

rethinking urban housingDowntown Minneapolis

Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries

St. Anthony’s Movie Theater

Stone Arch Bridge

Macy’s

Metrodome

Transportation Routes Roads Bus Routes Skyways Nicollet Mall

Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

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Katie Umenthum


Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries


Stone Arch Bridge

Macy’s

Metrodome


Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

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5th Street

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Integrating into the Urban FabricRethinking Urban Housing and Comprehensive Studio, GD2 FALL and SPRING

Project located in downtown Minneapolis along Nicollet Mall








Katie Umenthum


Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries


Stone Arch Bridge

Macy’s

Metrodome


Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

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5th Street

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Katie Umenthum


Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries


Stone Arch Bridge

Macy’s

Metrodome


Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

4th Street

5th Street

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5 Minute Walk

10 Minute Walk








Katie Umenthum


Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries


Stone Arch Bridge

Macy’s

Metrodome


Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

4th Street

5th Street

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4th Street

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10 Minute Walk








Katie Umenthum


Target Field

Target Center

Public Library

Guthrie Theater

Lund’s Groceries


Stone Arch Bridge

Macy’s

Metrodome


Residential

Entertainment

Restaurants

Retail

Public Amenities

Green Space

4th Street

5th Street

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Massing study of integrating pedestrian paths

Building section integrating program

Sketch study of Nicollet Mall

Urban fabric study

Live/Work Lofts 3-4 bedroom, 2 bath

Revit Model

First Floor of Residents

Rendered into urban fabric

This project grew from a study of interwoven programs in downtown Minneapolis. Along Nicollet Mall, the tower of live/work lofts juts into view. The base floors of the building house commercial businesses while the main building consists of multi-bedroom apartments. The live/work tower attempts to pull away from the horizontal skyways and sidewalks. It offers a vertical street where residents may enter on the second level of the two story loft while customers arrive on the first. The live/work lofts are open to the public during each residence’s business hours.

Live/Work Lofts 3-4 bedroom, 2 bathFirst Floor of Residents Live/Work Lofts 3-4 bedroom, 2 bathLive/Work Lofts 3-4 bedroom, 2 bath

Beyond ObservationDrawing Study of the Streets of Istanbul, GD1 MAY

Located in Istanbul, Turkey

Interactive public park (pen): 15 min. sketchCentral courtyard focus on blue mosque (pen): 30 min. sketch

Build landscape (pen): 20 min. sketch

Galata bridge hybrid drawing study (pen): 10 min. sketch

Drawing is a way to actively observe a new environment. These drawings explore the culture and architecture of Istanbul. The observational studies culminated into a hybrid drawing mapping a section of Istanbul where my drawing partner and I spent most of our time. The Galata bridge drawing merges elevation, section, plan, and predecessors of the Galata Bridge in order to comprehensively express prominent characteristics of this bridge that unites two sections of Istanbul across the Golden Horn.

Details and depth: mosque study

Urban street (pen): 10 min. sketch Mosque study (charcoal): 30 min. sketch

Street gesture (pen): 45 sec. sketch

Beyond ObservationHybrid Drawing Collage, GD1 MAY

in collaboration with Angela Bateson

Hybrid experience of Galata Bridge: plan, section, perspective, and historic record drawing

Test model: plan view

9 Voussoir 20˚4 1/2” Face from Center

7 Voussoir 25.71˚4 1/2” Face from Point

7 Voussoir 25.71˚4 1/2” Face from Center

Catalyst Spring 2011: Stereotomy of Ruled SurfacesAndy Gardner - Mike Silvestrini - Eric Stephens - Katie Umenthum

Cow Horn Arch: “corne de vache”

Conical Surface 8”

Conical Surface 4”

Ruled Surface 8”

Oblique on One side, Orthagonal on the other

Building Traditional Geometry Stereotomy Catalyst, GD1 SPRING in collaboration with Andy Gardner, Mike Silestrini, and Eric Stephens

(below) Digitally predicting the curvature of the voussoirs to produce templates for 7 voussoirs in the cow horn arch, each with 4 1/2” faces and increasing 25.61˚ from point.

Working with aerated concrete blocks, we tested three cow horn arches in one week. Two arches stand in place by only gravity and friction (above left and above right). One arch (left) could not stand due to the steep angle that minimized the contact points between the voussoirs. Many of the arches were meant to be strengthened by compressive forces. With the appropriate exterior loads, the third arch may stand.

Through drawings and model studies, our class analyzed and rebuilt the masonry work of Rafeal Guastavino. This one-fourth scale irregular elliptical arch is based on the NY Municipal Building. We were surprised by its ease of construction and strength of the thin and shallow arch.

Building Irregular GeometryRafeal Guastavino Elliptical Vaulting in New York Municipal Building, GD3 FALL

in collaboration with Traits & Form in Architecture Class

Test model: plan view

Test model: plan view Collaboration of a design/build

Installation integrated into natural circulation paths through the HGA gallery at Rapson Hall, University of Minnesota

In five days our Catalyst class designed and installed the catenary geometry above. The above design began on Monday as seven dots, using Rhino and Grasshopper we designed catenary curves and divided the surfaces into hexagons to be cut then glued together. On Tuesday we voted to build the design of Kristen Salkas and Tia Bell. On Wednesday, the digital components were ready to be cut on a CNC router and lazer cutter. We glued the geometry together on Thursday in time for a Friday review. This project was accomplished through teamwork and innovative fabrication process made possible by Grasshoppper plug-ins.

Building New Geometry Catenary Geometry Catalyst, GD2 SPRING in collaboration with 2012 Catalyst on Rhino and Grasshopper

Malarrif Lighthouse, Icelandwatercolor sketch

Building New Geometry Catenary Geometry Catalyst, GD2 SPRING in collaboration with 2012 Catalyst on Rhino and Grasshopper