Portfolio

Michael Frase Portfolio

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2012 ACCA BUENOS AIRES DESIGN COMPETITION

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THE 2012 ACCA BUENOS AIRES MUSEUM COMPETITION CALLED FOR THE DESIGN OF A CON-TEMPORARY ART MUSEUM ALONG THE RIO DE LA PLATA. THE COMPETITION SITE WAS LO-CATED AT THE END OF THE PUENTE DE LA MUJER BRIDGE DESIGNED BY SANTIAGO CA-LATRAVA. THIS WAS A SINGLE PHASE COMPETITION WITH ONE BOARD REQUIRED FOR SUBMISSION.

SITE PLAN

4

PERSEPCTIVE OF BRIDGESEXPLODED PROGRAM AXON

SECTION

5 SECTION PERSPECTIVE ACROSS PUENTE DE LA MUJER

BUILDING AXON WITH SITE

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Boston Sound

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Building axon with site

Figure ground with Boston Sound

Boston Sound is a contemporary mixed-use building located at the intersec-tion of Boyleston Street and Massachu-setts Avenue. The building is designed to act as a creative hub for students of sound and space. Boston Sound con-tains recording studios, a street-level theater, a sonic library, a materials research facility and a series of gal-leries for sound-based exhibitions. The building is located directly ad-jacent to the berklee college of music campus which makes it a nexus point for interaction between the academic and professional worlds. The vast amount of exhibition space also allows for artists and choreographers to take part in a dialogue focused on the production of sonic environments and events. The building is organized around a light-filled atrium space bound by concrete walls and bridges. This space is vast enough to allow fragments of sound from students, museum patrons, exhibitions, and streetside events to filter in and around the bridges, providing a unique auditory experience.

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Exterior Perspective from across I-90

9 program diagram

Exterior Perspective from I-90

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Exterior perspective from Boyleston at NightExterior perspective from Boyleston

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Ground Floor plan Entry Perspective from Boyleston Street

12

Longitudinal Section

Interior Perspective from Library

Atrium

L S

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Atrium

Atrium topAxonometric of bridges

Axonometric with Atrium wall perforations

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Detail of sphere gallerySphere gallery perspective

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Transverse Section Sphere gallery perspective

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Sound gallery Construction

Gallery perspective

Gallery perspective

17

center for the study of immigration

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18

The center for Immigration is located in Buenos Aires, Argentina. Immigration is a vital part of Argentina’s history. Many Argen-tinians are either immigrants or have a family history rooted in another country. Buenos Aires has a long history of political corruption which has led to relative instability, which is ex-acerbated by a population fragmented by uncommon histories and cultures due to immigration. The center for immigration serves as a melting pot for these cultures. The center provides galler-ies and a research center devoted to immigration and the resul-tant emotional/social instabilities that accompany the process of relocation. The center acts as a binding agent for a fragment-ed society, by revealing a common history through immigration.

Mapping internal migration is another way of understanding the process and reason be-hind relocation. This mapping excercise documents the movement of people in response to matches played by primera division football teams. Football is a huge part of Ar-gentinian culture and the response to rival teams and the arrival of opposing fans generates incredible amounts of excitement, activity and passion. The mapping excer-cise indicates a density of flow between various stadiums and teams throughout the primera division. More intense rivalries with larger fan bases are indicated by den-sified areas within the map. In a way the series of images could be a different way of expressing a schedule of the primera division season, one that indicates more than just times and locations but also the relative importance of the individual events.

La Boca context photographs Site Plan

Mapping excercise

boca jrs soccer club

19

research center

program diagram

20First floor plan exploded axonometric

21 Entrance Void perspective

22Second floor plan model photograph model photograph

model photograph

23 Longitudinal section

Longitudinal section

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model photograph

model photograph model photograph

Third floor plan

25

elevation

transverse section

26

center for the appreciation of landscape

27

site plan

approach perspective

site photograph

site photograph

the center for the appreciation of landscape is located on the island of Lanzarote in the Canary Islands. The surrounding landscape is formed from mile-long lava flows. The sun-scorched fields of lava rock support almost no life, the only plants being small bushes. Lan-zarote is an unforgiving place with no way to escape the sun and no place to seek refuge from the wind.

The center provides galleries to view the native rock forma-tions in addition to the local plant species. The center also includes a mirador[viewing plat-form] and a number of research labs and housing for researchers.

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model photograph

model photograph

first floor plan second floor plan

29

south elevation

transverse section entry perspective

30exterior perspective26

316

model photograph

model photograph

model photograph

east elevation

Longitudinal section

32vertigo gallery

33

mechanical diagrams assembly axonometric

in oreder to achieve a monolithic appearance the de-sign features a cast concrete wall system that hides all mechanical equipment. This is accomplished by casting mechanical chases into the actual wall sec-tion. Electrical ducts, ventilation ducts and cool-ing coils are all concealed in the wall section. The walls are 2 feet thick on average which eliminates the need for insulation due to the mass. The wall section is kept as light and efficient as possible through by casting air-filled rubber capsules orga-nized along a grid of rebar. This system allowed for perforations to be cast within the wall section which further emphasizes the thickness of the wall and the monolithic appearance.

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Professional Work: Brady Sullivan Properties

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C

4748

9S1-2

10S1-2

EXISTING CAST IRONCOLUMN TO REMAIN

INSIDE FACE OF CLEARHOISTWAY, ALIGN WITHFLOORS BELOW. PROVIDEPLUMB AND STRAIGHTHOISTWAY

5 1/2" 20 GA. STEEL STUDS @ 16" O.C.

LOCATION OF VERTICAL VENT RISER FORSSDS SYSTEM, COORDINATE WITHENVIRONMENTAL CONTRACTOR

SEE LL 48B-C RESTORATIONAND REMOVAL OF COLUMN@ LOWER LEVEL

GWB, SEE DETAIL.

5 1/2" 20 GA. STEEL STUD @16" O.C. TYPICAL

GYPSUM SHAFT LINER. SEEDETAIL.

2' - 2"

AREA TO BE LEFT UNFRAMED ATCONTROLLER. COORDINATE WITH

MANUFACTURERS DRAWINGS

5 1/2" 20 GA STEEL BOX HEADERAT EACH FLOOR, TYPICAL.

VERIFY WITH MANUFACTURER

THE DESIGN OF THE ELEVATOR HAS BEENBASED OFF OF EXISTING STORAGELOCKERS ON THE 2ND FLOOR. ALIGNEXTERIOR FACE OF ELEVATOR SHAFTWALL WITH EXISTING STORAGE LOCKERSON SECOND FLOOR.

LINE DEPICTING STORAGELOCKER BOUNDARY AT 2NDFLOOR.

7' -

0"

8' - 6"

SEE

NO

TE R

EGA

RD

ING

ALI

GN

MEN

T W

ITH

2N

D F

LOO

R.

ATTACH 4x4x1/4" HSS BEAM TOCOLUMN WITH ANGLE, WELD FINAL

CONNECTION

STEEL TUBE COLUMN, SEEELEVATOR STRUCTURAL PLAN

WELD ELEVATOR INSERTS TOSTEEL BEAMS. CENTER

INSERT ON BEAM, TYPICAL.COORDINATE LOCATION WITH

ELEVATOR MANUFACTURER

5 1/2" 20 GA. STEEL STUD TRACKSAME GAUGE AS STUD. NOTFASTENED TO 4 X 4 STEEL BEAMUNTIL FINAL ADJUSTMENT.

TWO (2) LAYERSTYPE "X" 5/8" GWB

5 1/2" 20 GA. STEELSTUDS @ 16" O.C.

5/8" RESILIENTCHANNEL @24" O.C.1" GYPSUM SHAFT LINER

PROVIDE FIRECAULKING @ JOINT TOINSERT & SHAFT LINER STEEL ANGLE W/

SLOTTED HOLE

2 1/2" LEG ON THIS SIDEFOR ADJUSTMENT.

S1-28

VERTICAL VENTSTACK RISER FOR

SSDS SYSTEM,COORDINATE WITH

ENVIRONMENTALENGINEER

8'-7

" V.

I.F.

15'-0

" V.

I.F.

14'-4

3/4

" V.

I.F.

15'-0

" V.

I.F.

10'-5

5/8

" V.

I.F.

5' -

0"

8" 7' - 0" 8"

DIMENSION AS PER MANUFACTURERS DRAWINGS

S1-24

W6 X 25HOISTWAY BEAM

DOOR SIDE

Mezzanine Level

Fourth Floor

Third Floor

Second Floor

First Floor

Lower Level

PER MANF.

PER MANF.

PER MANF.

PER MANF.

PER MANF.

PER MANF.

PER MANF.

4748

S1-26

NEW AUTOMATICFIRE HATCH W/

SAFETY GRATE INEXISTING ROOF

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

SPE

CIF

IED

BY

MAN

UFA

CTU

RER

1' - 0"8" 8' - 6" 8"

1' - 0"

S1-27

S1-25

S1-25

Sim

CENTER BEAM ONINSERT,TYPICAL.

COLUMN SPLICE@ THIS FLOOR

COLUMN SPLICE@ THIS FLOOR

W 5x19 TO SUPPORTHOISTWAY BEAM. SETELEVATION TO BE UNDERHOISTWAYBEAM,TYPICAL.

BLOCK AS NECESSARY.

6X4X1/4 HSS SETVERTICALLY. SEE

ELEVATORSECTION DETAIL .

C

#4 REBAR @ 16"O.C. EACH WAY

CONTINUOUS VINYLWATERSTOP, SURFACEMUST BE CLEAN ANDFREE OF DEBRISBEFORE INSTALLATIONOF THE WATERSTOP

#4 REBAR @ 16"EACH WAY

#4 REBAR @ 16" O.C. LONGWAY #6 REBAR @ 8" O.C.SHORT WAY

5 1/2" 20 GA. STEEL STUD,FASTEN TO CONCRETEWITH ANCHOR BOLTS @24" O.C.

SHAFTWALLFLUSH WITH

INTERIOR FACEOF CONCRETE

PIT

SUMP PUMP PIT. SEEDETAIL.

EXISTING CONCRETEFLOOR SLAB TO REMAIN

S1-212

8"

INSTALL UNDER SLABREMEDIATION SYSTEM PERMANUFACTURER'SINSTRUCTIONS & R.A.P.GUIDELINES

7' - 0"

1'-8

"

VERIFY CLEAR HOISTWAY DIMENSIONWITH MANFACTURER'S DRAWINGS

PRIOR TO CONSTRUCTION.

EXISTING COLUMN PIERFOUNDATION SHOWNBEYOND, CUT BACK FROMFACE OF PIT WALL, PIER MAYEXTEND TO WALL WITHIN 3"OF FACE OF PIT, TYPICAL.

FIRE CAULKINGSEALANT @ JOINT OF

SHAFT LINER ANDCONCRETE SLAB

LAYER OF GASPERMEABLE

AGGREGATE, SEEREMEDIATION

PLAN FORRESTRICTIONS ONAGGREGATE SIZE

AND TYPE

#4 REBAR @ 16" O.C. EACH WAY

NEW 4" CONCRETE SLAB ONGAS PERMEABLE GRAVEL BASEW/ THICKENED SLAB EDGES.COORDINATE GRAVEL BASEWITH ENVIRONMENTALCONTRACTOR.

FIRE CAULKING @ JOINT TOEXISTING CONCRETE SLAB

TWO (2) LAYERS5/8" GWB

LIQUID BOOT GEOVENTAND VAPOR EXTRACTIONSYSTEM. SEEENVIRONMENTALDRAWINGS.

S1-213

Sim

8"

5' -

0"

1' - 0"

8" 3000 PSICONCRETE WALL

WITH XYPEX ADMIX C-1000 FOR

WATERPROOFING

INSTALLREMEDIATION

SYSTEM ONOUTSIDE OF

CONCRETE WALL,INSTALL PER

MANUFACTURER'SINSTRUCTIONS INACCORDANCE W/

REMEDIATION PLAN

USE VIBRATOR TOFORCE CONCRETE TOPOTENTIAL VOIDS.

3/4" ANCHOR BOLT W/LOCK NUTS, EPOXY INTO

NEW 8" CONCRETEELEVATOR PIT WALL

STEEL TUBE COLUMN

3/4" STEEL BASE PLATE ONLEVELING NUTS

CONCRETE SLAB WITHTHICKENED EDGE

LINE OF CONCRETE WALLBELOW NEW CONCRETE SLAB

8"

3"3"

SIMILAR BASE AND CAPPLATES AT COLUMN

SPLICE CONNECTIONS

8"

1 5/

8"

1 5/8"

C

4748

9S1-2

10S1-2

DOOR SIDE

SUMPPIT

STEEL BASEPLATES, SETANCHOR BOLTSIN CONCRETE

S1-211

ELEVATOR SUMP PITWITH PUMP & COVER.CONNECT PUMP LINE

TO STORM DRAIN#5 REBAR @ TOP AND BOTTOM

SLOPE MIN. 1/4" :12"

8"8"

7' -

0"8"

8"8' - 6"8" LINE OF PIT SLABBELOW, SEE

ELEVATOR PITSECTION

1' -

0"

1' - 0"

11' - 10"

10' -

0"

1'-0"

VERTICAL VENT STACK RISER FORENVIRONMENTAL SYSTEM,COORDINATE LOCATION WITHENVIRONMENTAL DRAWINGS

PROVIDE AND INSTALL STEELLADDER FOR ACCESS TO ELEVATORPIT. COORDINATE LOCATION WITHELEVATOR MANUFACTURER

STEEL COLUMN ON BASEPLATE, SEE STEEL BASEPLATE DETAIL FORSPECIFICATIONS.

STEEL BASEPLATE FOR

STEELCOLUMNS.

CUT BACK GRANITE ANDBRICK PIER. DOWELINTO NEW CONRETEWALL OF FOOTING,BRICK AND GRANITE MAYPENETRATE CONCRETEWALL TO WITHIN 3" OFINSIDE FACE OF SHAFT.

ø 2' - 0"

CONCRETE ELEVATORPIT SLAB

POLYETHYLENE SUMPPUMP BASIN WITH LID.

C

4748

9S1-2

10S1-2

EXISTING CAST IRONCOLUMN TO REMAIN

5x5x1/4" HSSCOLUMN, TYPICAL.

STEEL BEAM, W/ ADJUSTABLECONNECTION TO COLUMNS.COORDINATE VERTICALLOCATION WITH ELEVATORSUPPORTS

STEEL ANGLE FOR LATERALBRACING @ EACH LEVEL

INSIDE FACE OF CLEAR HOISTWAY

NEW STEEL BEAM, COORDINATEVERTICAL LOCATION W/ ELEVATORSUPPORTS

STEEL ANGLE FOR LATERALBRACING @ EACH LEVEL

8' -

3 7/

8"

SEE SHEET S1-1 FOR BEAM# LL48B-C RESTORATION ANDREMOVAL OF COLUMN @LOWER LEVEL

8'-6"

7'-0

"

STUD WALL NOTSHOWN FOR CLARITY

OF SHAFT STRUCTURE.SEE ELEVATOR

HOISTWAY PLAN FORSTUD WALL LAYOUT.




FIRECAULKING @JOINT W/

CONCRETE WALL

NEW TUBESTEEL COLUMN

CONCRETE ELEVATOR PITWALL

ANCHOR BOLT. TWO(2)PER BASE PLATE.

NON-SHRINK GROUT

STEEL BASE PLATE

3/4" LOCKING NUT FORBASE PLATE

GYPSUM SHAFT LINER

TWO(2) LAYERSGWB

FIRE CAULKING @JOINT WITH NEWCONCRETE FLOOR

FIELD BENDREINFORCING BARINTO NEW SLAB.MIN 2" OFCOVERAGE @CONCRETE SLAB.

4748EXISTING TIMBER DECKING.

EXISTING 13" X 15" HEAVYTIMBER BEAM TO REMAINAREA OF EXISTING BEAM TOBE REMOVED/CUT.

HSS BEAM,TYPICAL. 6X4X1/4 HSS AT UPPER INSERTWITH 6" DIMENSION SET VERTICALLY.

ELEVATOR INSERT. COORDINATE LOCATIONW/ ELEVATOR MANUFACTURER

3" 9' - 5" 3"9' - 11"

EXISTING TIMBER DECKING.

4 x 3 x 3/16" STEEL ANGLE WELDED TOSTEEL COLUMN. SECURE TO FLOORWITH SIMPSON STRONG DRIVE SCREWS@ 24" O.C.

STEEL COLUMN. SEEELEVATOR STRUCTURAL PLAN.

TWO LAYERS OF GWB.SHAFT LINER

SIMPSON STRONG DRIVE 1/4 x 3 1/2"6" O. C. THROUGH VERTICAL STUDFLANGE @ DECKING.

1/2" STEEL CAP AND BASEPLATES SIMILAR TO CONCRETEBASE PLATE, WELD TOCOLUMNS, TYPICAL.STEEL COLUMN. SEE

ELEVATOR STRUCTURAL PLAN.

3/4" A 325 STEEL NUT

3" 10"

EXISTING HEAVY TIMBERBEAM.

SHAFT LINER

3/4" A 325 STEEL BOLT.TWO PER PLATE.

AREA OF EXISTING WOODBEAM TO BE REMOVED/CUT

A B C D E

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A B C D E

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670 N. COMMERCIALSTREET

MANCHESTER, NH 03101WWW.BRADYSULLIVAN.COM SCALE:

APARTMENTS

APPROVEDNAME DATE

MILLWORKS

Copyright Brady Sullivan Properties @ 2008

SHEET NUMBER OF

XREF:DWG.:

JOB #:DWN BY:CKD BY:

KEY PLAN

As indicated

ElevatorStructural Plans

& Details

S1-2

11/28/12

1045BMF/JWMAS

1/2" = 1'-0"1 Elevator Hoistway Plan

1 1/2" = 1'-0"6 Elevator Insert Connection

1/4" = 1'-0"10 Transverse Elevator Shaft Section 1/4" = 1'-0"9 Longitudinal Elevator Shaft Section

1/2" = 1'-0"8 Elevator Pit Section

1 1/2" = 1'-0"11 Steel Column and Base Plate Detail

1/2" = 1'-0"3 Elevator Pit Plan

3" = 1'-0"12 Sump Pit Elevator Detail

1/2" = 1'-0"2 Elevator Structural Plan

1 1/2" = 1'-0"13 Base Plate Section

GENERAL ELEVATOR NOTES:

GN1. SEE GENERAL NOTES ON COVER SHEET A0.0 AND COORDINATE WITH ALLOTHER DOCUMENTS OF SERVICE. TYPICAL FOR ALL DRAWINGS.

GN.2 THE LAYOUTS AND DIMENSIONS GIVEN IN THIS DOCUMENT ARE FOR AGUIDE ONLY, AND HAVE BEEN BASED ON MANUFACTURER RESOURCES. DUE TOSLIGHT DISCREPENCIES AND CHANGES IN MANUFACTURING, ALLCONTRACTORS AND SUBCONTRACTORS MUST VERIFY ALL LAYOUTS ANDDIMENSIONS W/ MANUFACTURER PRIOR TO CONSTRUCTION ORMANUFACTURING. REFER TO SHOP DRAWINGS PROVIDED BY OTIS ELEVATOR.

GN.3 ALL DRAWINGS ARE BASED ON MANUFACTURERS DRAWINGS FOR OTIS3500 ELEVATOR.

GN.4 CONTRACTOR TO VERIFY ALL DIMENSIONS TO EXISTING BUILDINGELEMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECTIMMEDIATELY.

1/2" = 1'-0"7 Elevator Section Detail

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

1 1/2" = 1'-0"5 Elevator Column Splice Connection Detail

RevisionsRevision # Revision Date

36

APPROXIMATELY 15'6" APPROXIMATELY 9'6"

1" DIAMETER THREADED ROD WITHNUTS AND WASHERS EACH SIDE.

1 1/4" X 15"X 62" STEEL FLITCHPLATE. PRE-DRILL HOLES FOR 1"

DIAMETER THREADED ROD.

EQ EQ EQ EQ EQ EQ EQ4" 4"

APPROXIMATELY 25'

EXISTING TIMBER DECKING

EXISTING 13" X 15" TIMBER BEAM TOREMAIN. CUT SLOT FOR FLITCH PLATE. 5' - 4"

EXISTING 6" CAST IRONCOLUMN TO REMAIN

REMOVE EXISTING STEELCOLUMN AND PROJECTING PIER CONNECT BEAM TO

EXISTING COLUMN CAP

13" X 15" HEAVY TIMBERWOOD BEAM TO MATCHEXISTING. (RECLAIMEDLUMBER ACCEPTABLE)

CB

48

IMPORTANT TO PROVIDE BEARING IN UPPER HALF(COMPRESSION PORTION)


13" X 15" TIMBER BEAM. 1 1/4"X 15" X64" SLOT CUT FOR INSERTION OFSTEEL FLITCH PLATE.

1" DIAMETER THREADED ROD WITHNUTS AND WASHERS ON EACH SIDESPACED 8" O.C.

1 1/4" X 15"X 64" STEEL FLITCHPLATE. HOLES PREDRILLED FOR 1"THREADED ROD.

1' -

3"

1' - 1"

1 1/4"

11"

6 1/2" 6 1/2"

48

6"

1/8" STEEL PLATE w/ 2-1/2"SDS SCREWS

EQ EQ EQ EQ EQ EQ EQ

1 1/4" X 15"X 64" STEELFLITCH PLATE. HOLES

PREDRILLED FOR 1"THREADED ROD.

1" DIAMETER THREADED ROD w/NUTS AND WASHERS, EACH SIDE

EXISTING 13" X 15" TIMBERBEAM, CUT SLOT FOR

FLITCH PLATE.

APPROXIMATELY 25'-0"

APPROXIMATELY 15'-6" APPROXIMATELY 9'-6"

5' - 4"

4" 4"

1 1/

4"

EQEQ

4" 4"

13"x15" HEAVYTIMBER WOOD BEAM.(RECLAIMED LUMBER

ACCEPTABLE).

CONNECT WOOD BEAM TOEXISTING COLUMN & CAP

REMOVE EXISTING STEELCOLUMN AND FOOTING

46

CC

EXISTINGCOLUMN TO

REMAIN


6" SCHED. 40 STEEL COLUMN WITHBEARING PLATE CENTERED UNDEREXISTING TIMBER BEAM JOINT.

EXISTING STEEL BEAMTO BE REMOVED.

STEEL BEARING PLATE WELDED TOCOLUMN. BEARING PLATE TO MATCHEXISTING STEEL BEARING PLATEDESIGN.

EXISTING 15" X 13" TIMBER

1" THREADED ROD WITH NUTAND WASHER .

EXISTING 6 5/8"STEEL COLUMNTO BEREMOVED.

1' - 1"

6"

1"

1 1/

2" 10"

37SEE NOTE REGARDINGCOLUMNS IN DETAIL 7BEAM LL-39 SECTION


INSTALL 6" STEEL COLUMN WITHBEARING PLATE CENTERED UNDEREXISTING TIMBER BEAM JOINT.

EXISTING STEEL W 24 X 146TO BE REMOVED.

EXISITNG 7" DIAMETER STEEL COLUMNBEYOND. TO BE REMOVED.

STEEL BEARING PLATE WELDED TO COLUMN.BEARING PLATE TO MATCH EXISTING CAST IRONBEARING PLATE DESIGN.

EXISTING 13" X 15"TIMBER SHOWN

BEYOND.

CONNECTION TOEXISTING WOOD

BEAM

7"

6"

2' -

0 3/

4"1'

- 3"

3"

1' - 0 7/8"

1"1"

1' - 4"

11 1/4"

B

A

C

35363738394041

B

4243

EXISTING 6-5/8" COLUMN TOBE REMOVED.

EXISTING STEELSTRUCTURAL BEAMS TOBE REMOVED. REPLACE

COLUMNS ASNECESSARY.

EXISTING STEEL STRUCTURALBEAM (LL B38-35) TO BE REMOVED.

INSTALL 6" DIAMETER SCHED.40 STEEL COLUMNS w/

BEARING PLATE CENTEREDUNDER EXISTING HEAVY

TIMBER BEAMS

EXISTING 6-5/8" STEELCOLUMN TO BE REMOVED.

EXISTING 6" CAST IRONCOLUMNS TO REMAIN

EXISTING 6" CAST IRONCOLUMNS TO REMAIN

EXISTING 6-5/8" STEELCOLUMN TO BE REMOVED.

REPLACE THIS COLUMNWITH 6" STEEL COLUMNAS NECESSARY TOSUPPORT WOOD BEAM.

10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"10' - 6"

23' -

8 1

/2"

25' -

0 1

/2"

EXISTING FRAMING NOT SHOWN FOR CLARITY.

6

S1-1

Sim

5

S1-1

Sim

LL B39-42

INSTALL 6"SCHEDULE 40 STEEL

COLUMN, SEESECTION

1st Floor187' - 3 5/8"

2nd Floor202' - 3 5/8"

Lower Level176' - 0"

3rd Floor216' - 8 3/8"

4th Floor231' - 8 3/8"

Roof247' - 8 3/8"

A C EB D

16' -

0"

15' -

0"

14' -

4 3

/4"

15' -

0"

11' -

3 5

/8"

Mezzanine Proposed240' - 3 3/8"

C

474849

B

10' - 6"10' - 6"

EXISTING COLUMN TOBE REMOVED

SECTION OF BEAM TOBE ADDED

3

S1-1

Sim

EXISTING BEAM TOREMAIN

EXISTING STEEL BEAM, PLATE& FASTNERS TO BE REMOVED

EXISTING STEEL BEAMTO BE REMOVED

EXISTING STEELBEAM TO REMAIN

EXISTING COLUMN TOREMAIN AS SUPPORT

STEEL BEARING PLATEWELDED TO STEEL COLUMN

EXISTING TIMBER BEAM TO REMAIN.

EXISTING CASTIRON COLUMN

EXISTING FASTNERS &PLATE TO BE REMOVED

39

EXISTING COLUMN TO BE REMOVED.SEE BEAM REMOVAL PLAN.

PRIOR TO ANY WORK, VERIFY IF COLUMNSEXTEND THROUGH FLOOR AND ARE

SUPPORTED DIRECTLY ON THE CAP BELOW.REVIEW CONDITION W/ STRUCTURAL

ENGINEER PRIOR TO ANY WORK

A B C D E

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A B C D E

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670 N. COMMERCIALSTREET

MANCHESTER, NH 03101WWW.BRADYSULLIVAN.COM SCALE:

APARTMENTS

APPROVEDNAME DATE

MILLWORKS

Copyright Brady Sullivan Properties @ 2008

SHEET NUMBER OF

XREF:DWG.:

JOB #:DWN BY:CKD BY:

KEY PLAN

As indicated

Structural Details

S1-1

11/12/12

1045BAuthorChecker

1/2" = 1'-0"1 Beam# LL 48B-C Restoration Elevation

1" = 1'-0"3 Beam# LL 48B-C Restoration Section

1/2" = 1'-0"2 Beam# LL 48B-C Enlarged Plan

3/4" = 1'-0"6 Existing Steel Beam LL-B35-38 Elevation

3/4" = 1'-0"5 Existing Steel Beam Section @ LL-B35-38

1/8" = 1'-0"8 Beam Removal Plan @ Lower Level

1/16" = 1'-0"9 Schematic Building Section

1/8" = 1'-0"4 Beam# LL 48B-C Restoration Plan @ Lower Level

3/4" = 1'-0"7 Existing Beam LL-39 Section

RevisionsRevision # Revision Date

37

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LIVING ROOM

MECH

BATH

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MCGREGOR STREET

EXISTING FRONTENTRANCE

Scale

Project number

Project Issue Date

Drawn by

Checked by

670 N. COMMERCIAL STREETMANCHESTER, NH 03101

P: 603.622.6223 F: 603.622.7342www.bradysullivan.com

Sheet Issue Date

Approved By

Consultant NameConsultant AddressConsultant Phone

3/32" = 1'-0"

A0-6

Lower Level

1045B

195

MC

GR

EGO

R S

T, M

ANC

HES

TER

, NH

030

60

12/13/12

mfChecker

195

McG

rege

r Stre

etM

anch

este

r NH

10-10-2009

Approver

No. Description Date

3/32" = 1'-0"1 Copy of 0-Mid Lower Level

Portfolio

Documents

Transcript of Portfolio