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KRIS LANE WEEKS, AIA PORTFOLIO


KENT SCHOOL RACQUET CENTER Project: New 11,000 SF, 8-court squash facility | Location: The Kent School, Kent, CT | Project cost: $3M | Scheduled Completion: November 2017

Kent School Racquet Center - Interior Rendering (Revit + Photoshop)


1

KENT SCHOOL RACQUET CENTER

2

4

3

5

ex10

exA

FLOOR PLAN GRAPHIC LEGENDNEW WALL CONSTRUCTION

A301 1B

NEW MASONRY CONSTRUCTION

1.1

2

THIS GRIDLINE IS THE CENTERLINE OF THE CORNER COLUMNS (W10X22)

3

4

THIS GRIDLINE IS THE CENTERLINE OF THE INTERIOR COLUMNS (W10X15)

1'-2"

21'-9 3/4"

21'-9 3/4"

21'-9 3/4"

1'-3" 1E A701

F7

F7

MENS ROOM 116

42'-9"

F4

UTILITY SINK

116

6

5.9

5

4E A110

1

1 117

STORAGE 117

2

113

F7

1E

1

10'-0"

1E

exF

1.1

1

1A A540 0.8

1 AD-1

5C A101 0.4

0.6

A401

2A

2B

0.2

A540

VIEWING AREA 109 1 AD-1

F1

GENERAL ELEVATION NOTES

F7

A401

1E A301

109 F4

GALV. METAL STAIRS AND RAILINGS

VENDING 111 1

ELEVATION GRAPHIC M.V.E.J. - BRICK EXPANSION JOINT LEGEND O.R.D.O. - OVERFLOW ROOF DRAIN OUTLET (PER PLUMBING DRAWINGS) H.B. S.C. L.F. L.S. E.O.

C

0.6 GUTTER

STORAGE CUBBIES

4A

100

A540

LOBBY 100

100 B

0"

A401

AHU/CONDENSER

COURT 5 105

7'-6"

2E FLOOD VENTS (2X) BASIS OF DESIGN: SMART VENT VENTILATED VENT

4B A301

1/8" = 1'-0"

0.0 - GRADE D EL.-5' - 6"

SIM/OPP HAND

OUTSIDE EDGE OF 8" GIRT

A410

E

NORTH ELEVATION

1 AD-1

4B

0.2

1D

FIRST FLOOR PLAN

0.4

0.6

0.8

1

1.1

2

1E

1C

A401

A301

3

4

5

5.9

1 AD-1

1 AD-1

THIS GRIDLINE IS THE CENTERLINE OF THE CORNER COLUMNS (W10X22)

CONDENSER PLATFORM GALV. STEEL

0.8

D

1 1/2" = 1'-0"

FOUNDATION WALL

INTERIOR EXTERIOR CRAWLSPACE THIS GRIDLINE IS THE CENTERLINE OF THE INTERIOR FLOOD VENT COLUMNS (W12X26) OPENING 4" GRAVEL BASE ENSURE SLIGHT PITCH TOWARDS RIVER C.9

EXISTING TENNIS CENTER

A

36'-0"

- RELIEVING ANGLE (PER STRUCTURAL) TYPICAL COLUMN WRAP PLAN DETAIL

C

F7

100

C.7

0.5 - TENNIS BLDG. FLOOR EL.-4' - 6" 0.0 - GRADE EL.-5' - 6"

1B

COURT 6 106

ALTERNATE #1: PROVIDE GLASS SIDE WALL

110

1C

COURT 7 110

1'-0" MAX. ABOVE GRADE

COURT 8 108

exG

B

5C

- HOSE BIB (PER PLUMBING DRAWINGS) - SECURITY CAMERA (PER TECHNOLOGY DRAWINGS) - LIGHT FIXTURE (PER ELECTRICAL DRAWINGS) F1 - LOUD SPEAKER (PER TECHNOLOGY DRAWINGS) - ELECTRICAL OUTLET, GFI (PER ELECTRICAL DRAWINGS) 1'-0 3/4" - MASONRY VENEER EXPANSION JOINT (MVEJ)

DOWNSPOUT (4X)

WOODEN BENCHES (2X) (FF&E)

TEAM AREA 110

-4'-6"

1.0 - FIRST FLOOR EL.0' - 0" exH

C.4

-10 1/4"

C

-2'-10 7/8"

34'-3"

C.5

2.0 - ROOF EL.23' - 0"

1'-1"

C

W8 x 28 COLUMN

1. PROVIDE MASONRY VENEER EXPANSION JOINTS (MVEJ) @ 25'-0" MAX. O.C.. CONTROL JOINTS TO BE FILLED WITH MORTAR MATCHING SEALANT, BACKER ROD AND COMPRESSIBLE FILLER. SEE ELEVATIONS FOR MVEJ LOCATIONS. CONSULT ARCHITECT BEFORE ADDING OR MOVING LOCATION OF ANY MVEJ. CONSULT F4 ARCHITECT FOR ANY CONDITION EXCEEDING 25'-0" OR EXCEEDING 10'-0" FROM CORNERS. B

4B

ALTERNATE #3: BUILT-IN BLEACHER SEATING

0.4

7'-6 1/4"

A

2

A540

1 0.2

3

1 AD-1

A702

112 OFFICE 112

5

B

4C

1

5

4

3

F5

114

4 ELEC ROOM 113 1

A301 4E

TACK BOARD (NUMBER IS LENGTH IN FEET)

NEW OIL TANK AND PLATFORM SEE CIVIL AND HVAC DRAWINGS

1

1 exE

MARKER BOARD (NUMBER IS LENGTH IN FEET)

TB__

COURT 4 104

22'-0"

MECH/JANITOR WH 114

AHU & CONDENSER

INTERACTIVE WHITEBOARD - "SMARTBOARD"

MB__

F5 F5 1'-10"

1

COURT 3 103

F5

115

1

F7

COURT 2 102

4'-6"

METAL GRID PLATFORM

IWB

24" x 24" CUBBY

COURT 1 101

8'-2"

3'-0"

B

F5

ELECTRIC WATER COOLER FLOOR DRAIN

THIS GRIDLINE IS THE CENTERLINE OF THE INTERIOR COLUMNS (W12X26)

OUTSIDE EDGE OF 10" GIRT

F5

F5

AUTOMATIC DOOR OPERATOR PUSH PLATE

EWC

34'-3"

WOMENS ROOM 115

CARD READER

PP

A

F7

exD

THIS GRIDLINE IS THE CENTERLINE OF THE CORNER COLUMNS (W10X22)

A.1

F5

ELECTRICAL PANEL ACCESSIBLE WORKSTATION

1'-3 1/2" OUTSIDE EDGE OF 8" GIRT

6 F5

FIRE VALVE CABINET

EP

CR

F5

16'-3"

FIRE EXTINGUISHER

FVC

1'-3"

5E A540

2E

FE

11"

OUTSIDE EDGE OF 10" GIRT

1'-2"

F5

F5 exC

EXISTING WALL CONSTRUCTION TO REMAIN

THIS GRIDLINE IS THE CENTERLINE OF THE CORNER COLUMNS (W10X22)

22'-4 1/4"

A410 9"

6

THIS GRIDLINE IS THE CENTERLINE OF THE INTERIOR COLUMNS (W10X15)

112'-2 1/2"

22'-1"

5.9

92'-8"

exB

5

1'-2" 1'-1"

A

1

FLOOD VENT DETAIL 3/4" = 1'-0"

6

1/8" = 1'-0"

EXTERIOR LIGHT (3X)

1E A401

METAL ROOF GREEN COLOR TYP.

4B A401

GUTTER

2.0 - ROOF EL.23' - 0"

C

DOWNSPOUT (4X)

FIBER CEMENT BOARD AND BATTEN SIDING AND TRIM

EXISTING TENNIS CENTER

METAL SIDING GREEN COLOR TYP.

32'-8 1/4"

METAL INSULATED PANEL ROOF SYSTEM

E

GUTTER SYSTEM W/DECORATIVE PROFILE

METAL LANDING AND STAIRS

1.0 - FIRST FLOOR EL.0' - 0" 0.5 - TENNIS BLDG. FLOOR EL.-4' - 6" 0.0 - GRADE EL.-5' - 6"

PROPANE GAS REGULATOR

4B A301

RUBBED CONCRETE TYP.

1C D

1 AD-1

FLOOD VENTS (2X) BASIS OF DESIGN: SMART VENT DUAL VENTILATED VENT

SOUTH ELEVATION 1/8" = 1'-0"

E

D

C.9

C.7

C.5

C.4

C

B

A.1

A

A

A.1

B

C

C.4

C.5

C.7

C.9

D

E


1

2

3

4

5

CAMPUS CROSSROADS AT THE UNIVERSITY OF NOTRE DAME 5E

A404w

A404w

2C

5C

A404w

A404w

2E

2E

A408w

A405w

5E

5C

2E

5E

2C

5C

2E

5E

5E

2C

5C

A405w

A406w

A406w

A406w

A406w

A407w

A407w

A408w

5C

A405w

A407w

A407w

A408w

1E / AX102w.n

2E

1E / AX102w.s

1E

A403w

wG.3

ELEV Room1 W1EX1

wG.2

wE.7

Project: (3) New multi-use buildings, 800,000 SF total | Location: UND, South Bend, IN | Project cost: $480M | Scheduled Completion: August 2017 ELEV Room2 W1EX2

A

31'-4"

wF.4

wE.6

wE.2

L.5 wF.7 wE.5 wF

wE.3

1C A402w wE

3 7/8" 11 5/8" 7 5/8" 3 7/8" STAIR 4 W2 S4

1E A402w

ELEV 10 W2 E10

ELEV 7 W2 E7

ELEV 9 W2 E9

ELEV 8 W2 E8

STAIR 3 W2 S3

1'-7 1/4"

ELEV 6 W2 E6

ELEV 5 W2 E5

STAIR 2 W2 S2

ELEV 4 W2 E4

ELEV 1 W2 E1

ELEV 3 W2 E3

ELEV 2 W2 E2

wD.9

STAIR 1 W2 S1

wD.7 wD.3

A300.1w4E

1E A300.1w

wD

A301w 1E

wC.9 wC.4

A302.4w1E

4E A301w

1E A302.3w

Drawn

wC.2

SSM

wC

B

Checked

wB.8

1C A401w wB

1E

wA.5

5 1/2"

A401w

wA.2 wA

1E / A100w

1E / A100w

1E A302.2w

w1.8

w1.9

w1

w2.2 w1.12 w2

w1.4

w3

w3.4

w3.6

w4

w4.4

w4.8

w5

w5.4

1E

1C

1C

A302.1w

A301w A300.1w

w6

w5.8

w6.8

w6.2

w7

47.5

w8

w9

w10.8 w11

w10 w10.2

w11.4

w11.6

w12

w12.4

w13

w12.8

w13.6

w13.8

w14

w15

w15.2

w14.8

w15.8

w16.1

w16

w16.2

x 2.0 - MAIN CONCOURSE MEZZANINE OVERALL

1C

1/16" = 1'-0"

C 5C

Cross

A404w

5E

2E

2C

2E

5E

5C

2E

5E

2C

5C

2E

5E

5E

2C

5C

5C

A404w

A404w

A408w

A404w

A405w

A405w

A405w

A406w

A406w

A406w

A406w

A407w

A407w

A408w

A407w

A407w

A408w

Notre

1E

1E / AX101w.s

1E / AX101w.n

2E

A403w

wG wG.3

wG.2

wE.7 wF.4

L.5 wF.7

wE.6

wE.5 wF

1C wE.2

D

wE.3

A402w

wE

ELEV 10 W1 E10

STAIR 4 W1 S4

1E A402w

ELEV 9 W1 E9

ELEV 7 W1 E7

STAIR 3 W1 S3

ELEV 6 W1 E6

ELEV 5 W1 E5

ELEV 4 W1 E4

STAIR 2 W1 S2

ELEV 3 W1 E3

ELEV 8 W1 E8

ELEV 1 W1 E1

wD.9

STAIR 1 W1 S1

Number

Date

1

03/03/201 02/03/201 11/25/201 08/13/201 07/16/201

wD.7

ELEV 2 W1 E2

wD.3

A300.1w4E

wD

A301w 1E

wC.9 MIR

A302.4w1E

wC.4

1E A300.1w

4E A301w

1E A302.3w

wC.2 wC wB.8

1C A401w

wB w1.8

E

wA.5

1E A401w

MIR

MIR

wA.2

FIR EXTER

1E

1E / AX101w.s

1E / AX101w.n

wA

w1.9

A302.2w

1E

1C

1C

A302.1w

A301w A300.1w

Date

w1

1E

w1.4

w2.2 w1.12

w2

x 1.0 - MAIN CONCOURSE OVERALL 1/16" = 1'-0"

w3

w3.4

w3.6

w4

w4.4

w4.8

w5

w5.4

w5.8

w6

w6.2

w6.8

w7

w8

47.5

w9

w10 w10.2

w10.8 w11

w11.4

w11.6

w12

w12.4

w12.8

w13

w13.6

w13.8

w14

w15

w15.2

w14.8

w15.8

w16

w16.1

w16.2

Scale

1/16" = 1

Proj. Number

13128.10


CAMPUS CROSSROADS AT THE UNIVERSITY OF NOTRE DAME

West Building BIM Image (Revit + Photoshop)

Progression of bay window design, first iteration to final product from left to right West Building and Stadium Cutaway (Revit + Photoshop)


THE LOFTS AT MILL WEST - ANNEX Project: Renovation of mill building into apartments, 150,000 SF total | Location: Manchester, NH | Project cost: $24M | Completed: June 2015

2

3

4

5

6

7

8

9

10

11

12

14

15

16

17

18

19

20

21

22

23

24

25 3.

F2EQ

EQ

A

5'-0"

2 A3-1

A

EQ

D

DN

EQ

A

F2

D

A

A

A

5'-6"

5'-6"

A

A

EQ

D

EQ

A

EQ

D

A

3

EQ

A

A3-1

A

4.

D2

14'-7 3/8"

3'-6"

3'-6"

5. 6.

14'-1 3/4"

A

7. 8. 9. 10. D2

11. B

D

C

D

D

27

EQ

ELEC A

29

5'-0"

EQ

28

A

30

31

EQ

D

A

A4-04

A4-01

A4-01

Unit No.105 Type 2A

Unit No.106 Type 2A

Unit No.107 Type 1A

32

33

EQ

34

35

36

5'-6"

D

A

37

38

P A

A

Unit No.108 Type 1A

Unit No.109 Type 2A

A4-04

Unit No.110 Type 1A

18'-0 3/4"

Unit No.111 Type 1A

1ST FLOOR UNIT SCHEDULE

Unit No.112 Type 2A

39

40

41

5'-6"

5'-6"

A

A

42

43

44

EQ

D

A

45

46

EQ

47

48

EQ

D

A

A

49

EQ

F2

A

F2

UP D2

D2

DN

UP

3'-6"

13'-10"

A 14'-8 1/4"

Unit No.

Unit Type

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124

2B 2B 2A 2A 2A 2A 1A 1A 2A 1A 1A 2A 3A 1A 1A 2A 1A 1A 1A 1A 2A 1A 1A 3A

Usable Area 1050 1010 1010 1010 1010 1300 1270 1020 1010 1020 1020 1050 910 1020 1020 1010 1020 1150 1250 1020 1010 1020 1020 980

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

# of BRs

# of BAs

2 2 2 2 2 3 3 2 2 2 2 2 1 2 2 2 2 3 3 2 2 2 2 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

3'-6"

MCGR EGOR

2 3

STRE ET

1B

1A

4A 4B 4C 4D INTERSTATE - 293

MERRIMACK RIVER

THESE DRAWINGS ARE IN DESIGN DEVELOPMENT. THEY ARE PROGRESS DRAWINGS. THEY ARE NOT INTENDED TO BE CONSTRUCTION DOCUMENTS AND SHOULD NOT BE USED FOR CONSTRUCTION.

Description No. 3 PERMIT SET

D2

B

D

SIMILAR TO

ENLARGED PLAN ON

ENLARGED PLAN ON

ENLARGED PLAN ON

ENLARGED PLAN ON

ENLARGED PLAN ON

A4-06

A4-01

A4-01

A4-04

A4-01

A4-01

ENLARGED PLAN ON

SIMILAR TO

A4-01

ENLARGED PLAN ON

ENLARGED PLAN ON

ENLARGED PLAN ON

A4-04

A4-01

A4-01

A4-06

Unit No.114 Type 1A

Unit No.116 Type 2A

Unit No.117 Type 1A

Unit No.118 Type 1A

Unit No.119 Type 1A

Unit No.120 Type 1A

Unit No.121 Type 2A

D

D

D

17'-9"

D

D

D

Unit No.115 Type 1A

18'-11"

Unit No.122 Type 1A

Unit No.123 Type 1A

Unit No.124 Type 3A

ENLARGED PLAN ON

ENLARGED PLAN ON

A4-13

A4-13 D

Unit No.113 Type 3A

D

D

A4-01

ENLARGED PLAN ON

1

First Floor Plan - North End 3/32" = 1'-0"

ALL UNIT LAYOUTS ARE DIAGRAMMATIC. DO NOT SCALE OFF THIS DRAWING OR LAYOUT UNIT INTERIORS UNLESS OTHERWISE NOTED. SEE ACTUAL ENLARGED PLANS FOR UNIT LAYOUTS AND DIMENSIONS, UNLESS OTHERWISE NOTED.

Sheet Issue Date: Project No.:

02/06/2014 1049-0658

Approved By:

EG

Drawn By:

TR

A1-3 Scale:

As indicated

2/20/2014 1:17:48 PM

SIMILAR TO

ENLARGED PLAN ON

FIRST FLOOR PLAN

C SIMILAR TO

ENLARGED PLAN ON

SIMILAR TO

D

3 A3-1

26

D

2

Unit No.104 Type 2A

A4-01

18'-0 1/2"

ENLARGED PLAN ON

First Floor Plan - South End 3/32" = 1'-0" 25

A3-1

Unit No.103 Type 2A

A4-01

A4-04 18'-7"

SIMILAR TO

N

2

Unit No.102 Type 2B

ENLARGED PLAN ON

N

Unit No.101 Type 2B

ENLARGED PLAN ON

FOUNDRY STREET

A4-04

ENLARGED PLAN ON

PERMIT SET

A4-04

ENLARGED PLAN ON

Date 02/06/201 4

A4-04

ENLARGED PLAN ON

D

A4-05

SIMILAR TO

ENLARGED PLAN ON

D

A4-05 18'-6 1/4"

SIMILAR TO

D

ENLARGED PLAN ON

D

ENLARGED PLAN ON

D

ENLARGED PLAN ON

D

ENLARGED PLAN ON

D

ENLARGED PLAN ON

D

SIMILAR TO

EET E STR BRIDG

1

670 N. COMMERCIAL ST. MANCHESTER, NH 03101 P: 603.622.6223 F: 603.622.7342 www.bradysullivan.com

195 McGregor St. Manchester, NH 03102

2.

SEE GENERAL NOTES ON COVER SHEET A0.0 AND COORDINATE WITH ALL OTHER DOCUMENTS OF SERVICE. CURRENT SCOPE OF WORK IS FOR PHASE 2 OF THE OVERALL PROJECT; CONSISTING OF 8 RESIDENTIAL UNITS ON THE LOWER LEVEL, 24 RESIDENTIAL UNITS ON THE 1ST FLOOR, 24 RESIDENTIAL UNITS ON THE 2ND FLOOR, 24 RESIDENTIAL UNITS ON THE 3RD FLOOR, AND 2 LOFT UNITS IN THE BOILER HOUSE FOR A TOTAL OF 82 RESIDENTIAL UNITS. FUTURE PHASES OF WORK WILL INCLUDE COMPLETION OF THE DEVELOPMENT OF MILL WEST'S LOWER LEVEL SPACES AND CONVERTING SPACE ON THE FIRST AND SECOND FLOOR TO RESIDENTIAL UNITS. ALL WORK NEEDS TO BE COORDINATED WITH THE OVERALL PROJECT CONCEPT. CONSTRUCTION MUST BE IN CONFORMANCE WITH GUIDELINES FOR REHABILITATION OF HISTORIC BUILDINGS AND AS APPROVED BY STATE AND FEDERAL AGENCIES. ALL CONTRACTORS SHALL COORDINATE ACCORDINGLY. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE WITH THE ENVIRONMENTAL SYSTEM. COORDINATE ENVIRONMENTAL VENT RISERS WITH ENVIRONMENTAL DRAWINGS AND ENGINEER FOR SIZES, SPECIFICATIONS, & ACCESS POINTS. ALL THROUGH SLAB PENETRATIONS NEED TO BE COORDINATED WITH ENVIRONMENTAL DRAWINGS, SEE SUB SLAB COORDINATION PLAN. COORDINATE ALL SUB-SLAB PLUMBING WORK WITH PLUMBING DRAWINGS COORDINATE FINAL LOCATIONS OF ELECTRICAL TRANSFORMERS WITH ELECTRICAL CONTRACTOR. COORDINATE ALL STRUCTURAL WORK WITH STRUCTURAL DRAWINGS. COORDINATE ENTRANCE ELEVATION, DUE TO RAISED SLAB, WITH CIVIL DRAWINGS & PROVIDE ACCESSIBLE ENTRANCE AT NORTH WEST CORNER OF BUILDING. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. PLUMBING FIXTURE LAYOUTS ARE BASED ON FIXTURES AS DEPICTED ON DRAWINGS. IF SIZES VARY FROM THIS SIZE, COORDINATE FIXTURE SIZE AND LOCATION WITH PROJECT MANAGER. ALL WORK AND PROCEDURES SHALL COMPLY WITH APPLICABLE AND CURRENT CODES, REGULATIONS, ORDINANCES, AND REQUIREMENTS OR AUTHORITIES HAVING JURISDICTION, INCLUDING ACCESSIBILITY GUIDELINES WHERE APPLICABLE. CONFIRM SAME WITH LOCAL BUILDING INSPECTOR.

The Lofts at MillWest The Annex

GENERAL FLOOR PLAN NOTES: 1.


THE LOFTS AT MILL WEST - ANNEX REPLACE DOOR IN EXISTING DOOR OPENING. INFILL BRICK TO MATCH WHERE NECESSARY.

REPLACE DOOR IN EXISTING DOOR OPENING. INFILL BRICK TO MATCH WHERE NECESSARY.

REPLACE DOORS WITHIN EXISTING OPENING. DOORS TO BE FIXED IN PLACE; NOT OPERABLE.

BUILDING/STAIR ENTRY. REPLACE DOOR IN EXISTING OPENING WITH ENTRY DOOR, SET BACK DEEP. FIXED PANEL TO MIMIC HISTORIC DOOR.

INFILL EXISTING DOOR OPENING WITH BRICK TO MATCH.

REPLACE DOOR WITHIN EXISTING OPENING. FIXED PANEL TO MIMIC HISTORIC DOOR.

670 N. COMMERCIAL ST. MANCHESTER, NH 03101 P: 603.622.6223 F: 603.622.7342 www.bradysullivan.com

INSTALL NEW DOOR (REUSE HISTORIC DOORS OR REPLICATE TO MATCH) IN EXISTING WINDOW LOCATIONS UNLESS OTHERWISE NOTED. PATCH BRICK TO MATCH WHERE NECESSARY.

REPLACE ALL EXISTING WINDOWS WITH NEW UNLESS OTHERWISE NOTED. TYP.

2nd Floor 169'-1 3/16"

BUILDING/STAIR ENTRY. INSTALL NEW ENTRY DOUBLE DOORS IN EXISTING DOOR OPENING, SET BACK DEEP.

NOT IN SCOPE OF WORK Bridge 187'-3 5/8"

308-A

309-B

2nd Floor 169'-1 3/16"

INSTALL NEW WINDOW IN EXISTING WINDOW OPENING.

INSTALL NEW WINDOW TO MATCH EXISTING HISTORIC WINDOW IN EXISTING WINDOW OPENING.

3rd Floor 177'-1 7/8"

2nd Floor 169'-1 3/16"

1st Floor 161'-0 7/16" 1st Floor - Low 159'-6 3/16"

002-D

Proposed East Elevation - S 3/32" = 1'-0" INSTALL NEW WINDOW IN

2

EXISTING DOOR LOCATION. INFILL BRICK TO MATCH EXISTING AS NECESSARY.

INSTALL NEW UNIT ENTRY DOOR IN EXISTING OPENING.

INSTALL NEW UNIT ENTRY DOOR IN EXISTING DOOR OPENING.

REPLACE ALL EXISTING WINDOWS WITH NEW UNLESS OTHERWISE NOTED. TYP.

BUILDING/STAIR ENTRY. INSTALL NEW ENTRY DOORS IN EXISTING DOOR OPENING. SET BACK DEEP.

005-D

004-B

003-E

INSTALL NEW DOORS (FIXED) IN EXISTING OVERHEAD DOOR OPENING SET BACK DEEP.

NEW WINDOW IN EXISTING OPENING. INFILL BRICK TO MATCH WHERE NECESSARY.

INSTALL NEW WINDOW. REPAIR BRICK CORNICE AS NECESSARY.

006-D

INSTALL NEW UNIT ENTRY DOOR IN EXISTING DOOR OPENING.

INSTALL NEW UNIT ENTRY DOOR IN EXISTING DOOR OPENING.

MATCH LINE

Lower Level 151'-8 3/16" 001-D

INSTALL NEW WINDOW IN EXISTING WINDOW OPENING

REMOVE EXISTING EMERGENCY EXIT DOOR. INSTALL NEW WINDOW.

2 3

INTERSTATE - 293

MERRIMACK RIVER

THESE DRAWINGS ARE IN DESIGN DEVELOPMENT. THEY ARE PROGRESS DRAWINGS. THEY ARE NOT INTENDED TO BE CONSTRUCTION DOCUMENTS AND SHOULD NOT BE USED FOR CONSTRUCTION.

ORIGINAL BOILER ROOM DOOR TO BE REUSED AND PINNED TO ADJACENT WALL ON INTERIOR.

3rd Floor 177'-1 7/8"

2nd Floor 169'-1 3/16"

MATCH LINE

1st Floor 161'-0 7/16" 1st Floor - Low 159'-6 3/16"

1

Sheet Issue Date: Project No.:

Lower Level 151'-8 3/16"

Proposed East Elevation - N 3/32" = 1'-0"

NEW WINDOWS

INSTALL NEW UNIT ENTRY DOOR IN EXISTING DOOR OPENING.

D008 INSTALL NEW WINDOW IN EXISTING DOOR OPENING. INFILL BRICK TO MATCH AS NECESSARY.

NEW WINDOW IN BRICKED UP OPENING.

BUILDING/STAIR ENTRY. REPLACE EXISTING DOOR WITH NEW ENTRY DOORS SET BACK DEEP.

02/06/2014 1049-0658

Approved By:

EG

Drawn By:

D012

012-H 010-B

1A

4A 4B 4C 4D

INSTALL NEW STOREFRONT IN EXISTING OPENING, SET BACK DEEP.

REMOVE EXISTING VENT. INFILL BRICK TO MATCH

STRE ET

1B

Description No. 3 PERMIT SET

INSTALL NEW WINDOW.

MCGR EGOR

BUILDING ELEVATIONS, EAST & WEST

REPLACE ALL EXISTING WINDOWS WITH WINDOW TO MATCH EXISTING HISTORIC WINDOW UNLESS OTHERWISE NOTED. TYP.

FOUNDRY STREET

NEW WINDOW IN EXISTING BRICKED UP OPENING.

REOPEN EXISTING CMU BLOCKED UP OPENINGS WITH WINDOWS, SEE WINDOW SCHEDULE.

PERMIT SET

INSTALL NEW WINDOW IN EXISTING BRICKED UP OPENING TO MATCH EXISTING HISTORIC WINDOW.

Proposed West Elevation - S 3/32" = 1'-0"

Date 02/06/201 4

3

MATCH LINE

3rd Floor 177'-1 7/8" 307-A

E BRIDG

INSTALL NEW DOOR (REUSE HISTORIC DOORS OR REPLICATE TO MATCH) IN EXISTING WINDOW LOCATIONS UNLESS OTHERWISE NOTED. PATCH BRICK TO MATCH WHERE NECESSARY.

REPLACE ALL EXISTING WINDOWS WITH NEW UNLESS OTHERWISE NOTED. TYP.

REPLACE DOOR IN EXISTING DOOR OPENING. INFILL BRICK TO MATCH WHERE NECESSARY.

306-C

TR

011-F REPLACE EXISTING OVERHEAD DOOR WITH NEW UNIT ENTRY DOOR.

REBUILD CMU/BRICK WALL AND ROOF. INSTALL NEW WINDOWS AS TO MATCH EXISTING.

INSTALL NEW ENTRY DOOR IN EXISTING WINDOW OPENING.

INSTALL NEW WINDOWS TO MATCH EXISTING HISTORIC WINDOWS.

A2-1

INSERT NEW DOOR WITHIN EXISTING WINDOW. INSTALL NEW WINDOW TO MATCH EXISTING HISTORIC WINDOW.

Scale:

3/32" = 1'-0"

2/20/2014 1:19:38 PM

305-A

195 McGregor St. Manchester, NH 03102

D304

STREET

303-B

The Lofts at MillWest The Annex

Proposed West Elevation - N 3/32" = 1'-0"

4

302-A

MATCH LINE

3rd Floor 177'-1 7/8" 301-A


DUPONT MIDDLE SCHOOL Project: School renovation, 220,000 SF total | Location: Chicopee, MA | Project cost: $38M | Completed: August 2015

AREA OF MASONRY TO BE REPOINTED

11' - 3"

REBUILD LIMESTONE COIN AND BRICK FACE

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D

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D

B

B

B

REMOVE AND REPLACE DAMAGED LIMESTONE COIN

AREA OF MASONRY TO BE REPOINTED

AREA OF MASONRY TO BE REPOINTED

C2

C3

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C1

13' - 4"

A

13' - 4"

A

AREA OF MASONRY TO BE REPOINTED

03 FLOOR 03 FLOOR 42'-1" 42'-1"

13' - 5"

A

13' - 5"

A

AREA OF MASONRY TO BE REPOINTED

REMOVE VERT. CAULK JOINTS AND RE-CAULK AT ALL LIMESTONE TO BRICK SURFACES TYPICAL

04 FLOOR 04 FLOOR 59'-1" 59'-1"

REMOVE VERT. CAULK JOINTS AND RE-CAULK AT ALL LIMESTONE TO BRICK SURFACES TYPICAL

INTERIOR DESIGN

AREA OF MASONRY TO BE REPOINTED

PLANNING

AREA OF MASONRY TO BE REPOINTED

ARCHITECTURE

AREA OF MASONRY TO BE REPOINTED

CAOLO & BIENIEK ASSOCIATES, INC.

AREA OF MASONRY TO BE REPOINTED

521 East Street Chicopee, Massachusetts 01020-4161 (413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net

Dupont Middle School, East Facade Rendering for Review by the Chicopee HIstoric Commission (Revit + Photoshop)

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13' - 4"

3' - 2 5/8"

H

C-100 RELOCATE GAS METER TO NEW GRADE LINE.

NEW GRANITE BASE APPLIED OVER EXISTING EXPOSED FOUNDATION WALL.

DASHED LINE INDICATES OLD GRADE LINE.

199-3

01 FLOOR 01 FLOOR 2'-0" 2'-0"

REMOVE CAULK JOINT AND REPLACE WITH A MORTAR JOINT.

EAST ELEVATION - ORIGINAL BUILDING REVISED GRADING 1/8" = 1'-0"

NO.

REVISION

1

DATE

EXISTING MASONRY WALL.

199-2

199-1

NEW GRADE LINE.

69' - 2 3/16"

1

K

B-100

A-100 NEW DOOR/ WD. SURROUND. NEW GRANITE BASE APPLIED OVER EXISTING EXPOSED FOUNDATION WALL.

13' - 4"

02 FLOOR 02 FLOOR 15'-4" 15'-4" NEW GRANITE BASE APPLIED OVER EXISTING EXPOSED FOUNDATION WALL.

NORTH ELEVATION - ORIGINAL BUILDING 1/8" = 1'-0"

AREA OF MASONRY TO BE RE-POINTED.

REMOVE CAULK JOINT AND REPLACE WITH A MORTAR JOINT.

AREA OF MASONRY TO BE RE-POINTED.

REMOVE CAULK JOINT AND REPLACE WITH A MORTAR JOINT.


DUPONT MIDDLE SCHOOL G

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PRINCIPAL

RESOURCE OFF.

TEACH. MAIL RM

106

105

104

103

S3a

199-6

105-1

110A-1

GUID. OFF.

113

199-5

110-1

M8

M8e

GUID. WAITING

112

110

106-1

T.R. 107 SU6c

---

S3a 107-1

104-1

PRINC. SECRETARY 101A

VEST.

100-2

100

100-1

G

CORR.

CORR.

M100

L100

K100

137

STAIR

M100-A

131

M100A-1

H

G

H

CORR. H100

H

SCHOOL PSYCH. 119 UP

N100-1

J

A-101

S3b

UP J

119-1 108-3

137-1

118-1

STAIR

121-1

SPED WAITING

M8e

A

SPED MEETING

118

136-1

121

J

120-1

M8e

S3b

M8e

BAND/CHORUS

CORR.

STAGE

AUDITORIUM

136

N100

109

108

J

THERAPIST

2

120

108-1

INFORMATION PLAN - MAIN BLD'G LEVEL 01, S.E. WING 1/8" = 1'-0"

J

M8e

M8e

J

15' - 6"

G

109-3

J

H

24' - 8 9/16"

C-101

M8

J

129

M8

C-100

C

L100-1

108-5

M8

J

130

G

UP

108-4

I.D.F.

RECV'G. / GEN. WATER / SUPPLY SPRINKLER

M12f

M12f

M8f

L100-2

INSTRUMENT STOR.

H

NETWORK / TELE

101-1 L100-4

H

M8

G

1 A-803

D-101

J

M8 130-1

101

113-1

D

G

102-1

GEN. OFF. / WAITING

S3a

129-1

S3b

9 A-805

103-2

128

H100-1

102

103-1

CORR.

STAIR

CUST. STOR. 128-1

CONF.

20' - 3 1/4"

M.T.

---

S3a

L100-3 UP

RECORDS

ALUM. T.

S3a

116-1

D-100

199-3

199 199-4

S3a

NURSE / WAITING

114

M.T.

117-1

110A

115-1

S6c 114-1

199-2

VEST.

S3b

S3a

S3a

111-1 112-1

MEDICAL SUITE T.R.

S3a

117

199-1

GUID. STOR.

1 A-802

S3a

S3a

T.R.

111 S3a

116

SU6c

GUID. OFF.

115

S3a

M.T.

SELF CONTAINED AUTISM

EXAMINATION/ RESTING

INTERIOR DESIGN

G

PLANNING

G

ARCHITECTURE

G

CAOLO & BIENIEK ASSOCIATES, INC.

G

521 East Street Chicopee, Massachusetts 01020-4161 (413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net

K G

J

S3b M8e 122-1

145-3

122

S3a

P100-1

TECH. SHOP

TECH. CLRM.

145

146

S6b

M8

J

S3b

141-1

S3b

STAFF LUNCH RM.

DN

142-1 E-1A

J

UP

142

B-102

143-1

Toilet Rm. S3c

143

N2

N2

E.W.C.

N2

E-1B

S3c M12

144-1

SU3c

SU3c

H

G

127-1

CORR.

Toilet Rm. 144

SU3c

M8a

127

G

CUST. STOR.

INFORMATION PLAN - MAIN BLD'G LEVEL 01 1/8" = 1'-0"

G

142A-1

128-1

1

COURT YARD

W.T.R.

M8

J100

H

R100-1

MAIN BUILDING

G 1 A-800

M.T.

STAIR

G

S6d

M8a

126-1

M8

H

E

G

126

148-1 M.T.

142A S3

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M.T.R.

M8

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DN

198 K100-1

S3b

RAMP UP

N

KEYPLAN

RAMP

148

145-3

5 A-802

141

1 A-400

B-101

M8e

CHORUS

J

B-100

B DN

147-2

ART KILN / WORK RM.

9 A-803

S6b

STAIR

1 A-805

S3b

4 A-803

1 A-501

SU3a J

650 Front Street Chicopee, MA 01013

M12

M12c

Checker

140

J

125-2

CHECKED BY:

147

140-1

SCALE: As indicated

TRASH / RECYCLING

125

ART

MSBA & the City of Chicopee

M8

CUST. OFFICE

124

S3b

01 FLOOR PLAZA ALT. NO. 3 1/8" = 1'-0"

J

S3a

CUST. WORKSHOP

PROJECT ADDRESS:

S3a

M12

3

125-1

Author

S6b

S6b J

124-1

F-1

F

145-2

M8

J

J

STAIR

S6b

DRAWN BY:

P100

147-1

02/08/13

138

146-1

DATE:

CORR.

139

145-1

Chicopee Academy Renovations

MUSIC PRACTICE/ ENSEMBLE

123-1

S6b

S6b

MUSIC PRACTICE/ ENSEMBLE

123

Q100-1

CLIENT:

S6b

138-1

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J

CUST. STOR.

Q100

PROJECT NAME:

139-1

S3b

CORR. S6b

S6b

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INFORMATION PLAN - FIRST FLOOR, MAIN BLD'G.

Q100-2 M8

L

J

109-2

SEE 1/A-101A

J

147-3

NO.

122A-1

148-1 146-2

DATE

J

136-2

145-4

SMALL GROUP / READING

108-2

REVISION

109-1

SEE 2/A-101A

7 A-802

J

128

H100-1

FIRST FLOOR MAIN BUILDING GROSS SQUARE FOOTAGE: 40,142 S.F.

GYMNASIUM WING

c Caolo & Bieniek Associates, Inc. 2012

A-101A PROJECT NO:

201209


AMHERST SURVIVAL CENTER Project: New multi-use facility for a non-profit, 7,000 SF total | Location: Amherst, MA | Project cost: $2.5M | Completed: 2012

COMMENTS

G X S W A

= = = = =

G

WORKSHOP

NOTE 1

121

G

VARIES 8'-0" TO 12'-0"

122

WEIGH SCALE, N.I.C.

111

SKYLT.

EXEC DIRECTOR

TABLE

122

EMERG. FOOD PANTRY

TABLE

113A

4' TACKBD

CONSULT

G

2

6' TACKBD

MEDICAL/ CONSULT

STAFF ADMIN

131

101B 132

PREP

MEDICAL/ CONSULT

HEIGHT G VARIES

G

C

A3.1

D

106 105

SORTING

DONATIONS IN-BOX

103B

104

W1

W1

129

LV1

W1

W3

PREP

A

DOUBLE DOORS, HALF-GLAZED WOOD, ASPHALT SHINGLES 3 PANEL

ENTRY - WEST 1/8" = 1'-0"

SORTING

W2

105

S

LIGHTING TRACK

115A

S S

J

H

A3.1

A3.1

104

FIRST FLOOR 0"

BASEMENT -9' - 0"

EXTERIOR ELEVATION - WEST 6 1/8" = 1'-0"

C

OPAQUE WOOD, FLAT

J

@ 8'-0"

FRENCH DOOR HINGED PAIR WOOD 10-LITE

5 1/2" DENSE PACK CELLULOSE

ASPHALT COMPOSITION SHINGLE ROOFING

1

FIRST FLOOR 1/8" = 1'-0"

BASEMENT -9' - 0"

LV3

3' W1 - 0"

6" 2' - 0" W2 6"

3' - 0" W1

W2

W2

W2

W2

W2

101A

W1

W1

W1

W1

104

W1

FIBER CEMENT TRIM

BOARD & BATTON SIDING

5

DOUBLE WOOD DOOR W/INSULATED GLAZING

409 Main Street Amherst, MA 01002 tel 413-253-2529 fax 413-256-1553 fgaoffice@fordgillen.com

G A3.1

LV3

FIRST FLOOR 0"

E

W

C SKYLIGHT SK2

ENTRY - EAST 1/8" = 1'-0"

6' - 0"

Ford Gillen Architects

EXTERIOR ELEVATION - EAST 1/8" = SALVAGE 1'-0"

1

B

W1

BOARD & BATTON SIDING

OPAQUE WOOD, 3 PANEL

16

W1

W1

001A

SURFACE STORM WATER DRAIN HALF-GLAZED B WOOD, 3 PANEL

W2

BOARD & BATTON SIDING

A

T.O.W. 1 8' - 0"

8 1/4" SIPS PANEL WRB

W2

FREE STORE

CONNECT RAIN LEADERS TO SUB-

D

W2

FIBER CEMENT TRIM

W1

15

3' - 6" @ C3

3' - 0" @ C1

FIBER CEMENT TRIM

FOR LOCATION OF ICE & WATER SHIELD, SEE ROOF PLAN

ASPHALT COMPOSITION SHINGLE ROOFING

138 Sunderland Road Amherst, MA

W1

130

W5

LV1 W3

108

@ 8'-0" G

W2 W1

W4

2' - 0" @ C2 W1

@ 8'-0"

@ 8'-0"

G

103

3' - 0"

W1

W1

W2

W2

W1

A3.1

132

OVERHEAD COILING METAL DOOR

W1 W1

106

W2

FIRST FLOOR 0"

6" 2' - 0" 6"

6' - 0"

G

OFFICE DRYER VENT

W2

A3.1

3' - 0" W2

@ 8'-0"

G

MED103B / CONSLT

MEN

D

G

G @ 8'-0"

101 G

AMHERST SURVIVAL CENTER

1

C A3.1

GUTTER

SK1

OH-3

@ 12'-0"

@ 12'-0"

2

SK1

OVERHEAD COILING A3.1 METAL DOOR

SHOWER 2 107

B A3.1

BASEMENT -9' - 0"

ASPHALT COMPOSITION SHINGLE ROOFING

109 G

G

VESTIB

HEIGHT VARIES

HEIGHT VARIES

FIRST FLOOR 0"

G

409 Main Street Amherst, MA 01002 tel 413-253-2529 fax 413-256-1553 fgaoffice@fordgillen.com

WOMEN

102

SKYLT.

G

MED / CONSLT

8' - 0"

-

110

SKYLT.

G

W1

Ford Gillen Architects

OFFICE

@ 8'-0"

RECEPTION

G

WOOD SOFFIT

T.O.W. 1 8' - 0"

120B

OFFICE

FREE STORE

SKYLT.

SOFFIT 8'-0"

@ OH-2

MEN

SALVAGE

FURNITURE REFERENCE PLAN 3/32" = 1'-0"

A

A

W2

@ 8'-0"

SKYLT.

S

VARIES 8'-0" TO 12'-0"

W

101A

S G

G

---

SHWR

@ 8'-0"

S

SKYLT.

SKYLT.

G

125

1

STAFF

3

124

EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"

OH-2

112 S

111

BARN FRAME

ADMIN.

WOMEN

OH-1

103A

BOOKKEEPER

C

A3.1

D

COFFEE & MICROWAVE 4' TACKBD

SKYLT.

VENTL. DUCT

HEIGHT G VARIES

J

A3.1

110

DOOR TYPES

BOOKKPR.

INTERNET STATION

SUPPLY

128

G

SKYLT.

@ 8'-0" OFFICE

DF

H A3.1

4' - 0" @ OH-1

RECEPTION

123

124

6' TACKBD

EXEC DIR

PROGRAM DIR

114B

LOCKERS & LAUNDRY

114A

SKYLT.

G

6' - 8"

115B

INTAKE

121A

6' - 0"

USDA STORAGE

DRY STORAGE

SKYLT.

WOOD SOFFIT @ 9'-6"

G VARIES 8'-0" TO 12'-0"

NOTE 2

4' - 0"

113B

SKYLT.

133 SKYLT.

6' - 10"

TABLE

SKYLT.

COMMUNITY

CONSULT

6' - 8"

TABLE

DISTRIBUTION COMMUNITY & DINING

117

138 Sunderland Road Amherst, MA

113

F

WOOD DOOR W/INSULATED GLAZING, 3 PANEL

CUT & FOLD UP WEATHER RESISTIVE BARRIER (WRB); TEMPORARILY SECURE

G

DOUBLE WOOD ENTRY

MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING

6' - 8"

G

6' - 8"

KITCHEN 118C

121

DRY 112 STORAGE

EMERG. PANTRY

USDA STORAGE SKYLT.

6' - 8"

119B

CART

2-TIER SHELF UNIT

121B

CART

BINS

KITCH. STG.

G

S

SKYLT.

S

G

FURNITURE WINDOW TREATMENT SELECT RESTROOM ACCESSORIES 3 SELECT CASEWORK A3.6 RECEPTION DESK & SEATING WHITE BOARDS AND TACKBOARDS TV TELEPHONE SYSTEM P.A. SYSTEM LAUNDRY MACHINES ENTRANCE MATS WEIGH SCALE STORAGE SHELVING LOCKERS

INTERIOR DOORS:

KITCHEN STORAGE

WORKSHOP

120A

WALK-IN COOL/FRZR

RANGE HOOD

6' - 8"

RECEIVING

120B

AMHERST SURVIVAL CENTER

SOFFIT

119A

DELIVERY

119

ITEMS BY OWNER / N.I.C. :

DELIVERY

G

G

KITCHEN

VARIES 8'-0" TO 12'-0"

118

116

G

GYPSUM BOARD, PAINTED EXPOSED STRUCTURE, NO FINISH EXPOSED STRUCTURE, PAINTED WOOD, PAINTED ACOUSTIC TILE & GRID

123

JAN

JAN

115

CEILING TYPES LEGEND

Amherst Survival Center Rendering for Fundraising LIterature (Revit + Photoshop) OFFICE

DISTRIBUTION

118

OPEN JOISTS

- Unfinished GWB - PAINT GWB & BARN WOOD GWB - PAINT PLYWD - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB & CERAMIC TILE GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD GWB - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT --GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD - Unfinished -

OFFICE

TYP.

- Unfinished GWB - PAINT GWB & BARN WOOD GWB - PAINT PLYWD - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB & CERAMIC TILE GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD GWB - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT --GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD - Unfinished -

WEST

6"

- Unfinished GWB - PAINT GWB & BARN WOOD GWB - PAINT PLYWD - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB & CERAMIC TILE GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD GWB - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT --GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD - Unfinished -

SOUTH

6"

- Unfinished GWB - PAINT GWB & BARN WOOD GWB - PAINT PLYWD - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB & CERAMIC TILE GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD GWB - PAINT GWB - PAINT GWB - PAINT GWB & CERAMIC TILE GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT --GWB - PAINT GWB - PAINT GWB - PAINT GWB - PAINT GWB & BARN WOOD - Unfinished -

WALL FINISH

SOFFIT

-- Unfinished WOOD - PAINT WOOD - PAINT VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE CERAMIC TILE CERAMIC TILE CERAMIC TILE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE 2 VINYL COVE BASE 2 VINYL COVE BASE WOOD - PAINT VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE VINYL COVE BASE --VINYL COVE BASE WOOD - PAINT VINYL COVE BASE VINYL COVE BASE WOOD - PAINT -- Unfinished -

EAST

OPEN TRUSSES

CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CERAMIC TILE CERAMIC TILE CERAMIC TILE CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED CONC - SEALED SHEET VINYL SHEET VINYL 2 SHEET VINYL 2 SHEET VINYL 2 SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL --SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL PLYWD. PLATFORM

NORTH

6' - 8"

BASEMENT VESTIB RECEPTION FREE STORE SALVAGE SORTING OFFICE SHOWER MEN WOMEN OFFICE USDA STORAGE DRY STORAGE EMERG. PANTRY PROG. DIRECTOR DISTRIBUTION JAN KITCH. STG. OFFICE KITCHEN VESTIB WORKSHOP CONSULT EXEC DIRECTOR BOOKKEEPER ADMIN. (Number not used) (Number not used) MED / CONSLT PREP SUPPLY MED / CONSLT COMMUNITY MECHANICAL

BASE

6' - 8"

001 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 129 130 131 132 133 201

FLOOR FINISH

EXTERIOR DOORS:

ROOM NAME

4' - 0"

FINISH SCHEDULE ROOM NUMBER

EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"

H

SINGLE WOOD ENTRY

TAPE WRB USING SEAM TAPE SPECIFIED BY THE HOUSE WRAP MANUFACTURER

Rev.

Date


CONNECTICUT BIM COUNCIL

BIM Workflow Process Chart for Design-Bid-Build Delivery Method (authored in Lucidchart)


MISC. HAND DRAWINGS AND ILLUSTRATIONS

NHC CC

Off-

S e aso n

CHALLENGE


Kris Lane Weeks Architecture Portfolio