OWNER: STRUCTURAL FOLEY BUHL ROBERTS & … Set 4-10-18.pdf · sebastian mariscal studio 202 river st. ... a0.21 envelope openings and misc. ... a2 a3 a4 a5 all (e) steel to be sanded,

VICINITY MAP CONTACTS SCOPE OF WORK

DEVELOPMENT SUMMARY SHEET INDEX FLOOR AREA ANALYSIS

1. EXISTING USE: INDUSTRIAL

2. PROPOSED USE: MIXED USE

3. STREET ADDRESS:

76 SCHOOL ST.2 AVON ST.4 AVON ST.6 AVON ST.

4. SITE AREA: 5700 SQ. FT.

5. DENSITY & FLOOR AREA RATIO

NUMBER OF PROPOSED OFFICE SPACE: 2NUMBER OF PROPOSED DWELLING UNITS: 2

6. BUILDING HEIGHT: SAME, NO ALTERATIONS.

SUMMER LIVING LLC. A FULL RENOVATION IS PROPOSED, WHICH WILL TRANSFORM THE BUILDING INTO OFFICE ANDRESIDENTIAL USES.

THE BASEMENT LEVEL (6 AVON ST.) WILL BE OFFICE SPACE; AN ENTRANCE PATIO AND A STAIR WILLBE PROVIDED ON THE SOUTH/WEST FACADE.

THE GROUND LEVEL (76 SCHOOL ST.) FLOOR WILL CONSIST OF AN OFFICE IN THE EAST SECTION,WITH A MEZZANINE LEVEL ABOVE, ACCESSED BY AN INTERNAL STAIR.TWO (2) RESIDENTIAL UNITS (2 AND 4 AVON ST.) ARE PLANNED IN THE WESTERN SECTION OF THISLEVEL. A SPIRAL STAIR IN EACH UNIT WILL PROVIDE ACCESS TO THE SECOND LEVEL FLOOR OFTHESE UNITS.

A FENCED-IN, LANDSCAPED AREA WILL SURROUND THE BUILDING ON THE WEST AND SOUTH SIDEOF THE BUILDING; A PARKING AREA WILL BE PROVIDED ALONG THE WEST SIDE.

OWNER:

E1.00 BASEMENT ELECTRICAL PLANE1.01 GROUND ELECTRICAL PLANE1.02 SECOND ELECTRICAL PLANE1.03 TYPICAL ELECTRICAL DETAILS

CIVILC-1 SITE, GRADING, DRAINAGE & UTILITY PLANC-2 SITE DETAILS 1

STRUCTURALS0.00 GENERAL NOTESS0.01 TYPICAL DETAILS

S1.00 BASEMENT LEVELS1.10 GROUND LEVELS1.20 SECOND LEVELS1.30 ROOF LEVEL

S2.10 SECTIONS II

S2.20 ELEVATION A-AS2.30 SECTIONS III

PROJECT DATA

PROJECT NAME: LA PARROQUIA DE LOS SUEÑOS

PROJECT ADDRESS: 76 SCHOOL ST. SOMERVILLE, MA. 02143

PERMIT SUBMITTAL DATE: OCTOBER 03, 2016

TYPE: RESIDENTIAL ALTERATIONVB SPRINKLER, NFPA-13D SYSTEM

ALL 4 UNITS TO BE SPRINKLER WITH ANFPA-13D SYSTEM A 1 HOUR SEPARATIONWALL MUST BE PROVIDED BETWEEN THE76 SCHOOL ST. UNIT AND 2 AVON ST. UNIT.

OWNER: SUMMER LIVING L.L.C.

CONTACT: JAVIER GRACIA

[email protected]

PERMIT NO. B16-001718

SEBASTIAN MARISCAL STUDIO202 RIVER ST.CAMBRIDGE MA. 02139WWW.SEBASTIANMARISCAL.COMCONTACT: JAVIER GRACIAPHONE: 617.395.1210 EXT. [email protected]

EBI CONSULTING1400 HANCOCK STREETQUINCY, MA 02169WWW.EBICONSULTING.COMCONTACT: JOHN [email protected]

DCI CONSULTANTS, INC.120 MIDDLESEX AVE, STE 20SOMERVILLE, MA 02145617.776.3350

FOLEY BUHL ROBERTS & ASSOCIATES, INC.2150 WASHINGTON STREET NEWTON, MA02462WWW.FBRA.COMCONTACT: ROBERT E. BERARD617.527.9600 TEL EXT. 110617.527.9606 [email protected]

PREPARED BY:

CIVILENGINEER:

SURVEY:

STRUCTURALENGINEER:

GENERALT1.00 COVER SHEET & GENERAL NOTES

ARCHITECTURALAB0.01 AS-BUILT BASEMENT PLANAB0.02 AS-BUILT GROUND PLANAB0.03 AS-BUILT ROOF PLANAB0.04 AS-BUILT ELEVATIONS

A0.20 ENVELOPE OPENINGS AND MISC. BASEMENT PLANA0.21 ENVELOPE OPENINGS AND MISC. GROUND PLANA0.22 ENVELOPE OPENINGS AND MISC. SECOND PLAN

A0.00 LANDSCAPE PLAN (SITE PLAN)

A1.00 BASEMENT FLOOR PLANA1.10 GROUND FLOOR PLAN (SITE PLAN)A1.20 SECOND FLOOR PLANA1.30 ROOF PLAN

A2.10 BUILDING ELEVATIONSA2.20 BUILDING ELEVATIONS

A3.00 BUILDING SECTIONSA3.10 BUILDING SECTIONSA3.20 BUILDING SECTIONSA3.30 BUILDING SECTIONSA3.40 BUILDING SECTIONSA3.50 BUILDING SECTIONSA3.60 BUILDING SECTIONS

A5.00 FRAMING LAYOUT BASEMENT PLANA5.01 FRAMING LAYOUT GROUND PLANA5.02 FRAMING LAYOUT GROUND PLANA5.03 INFILL LAYOUT PLAN

A7.00 WALL ASSEMBLIESA7.10 FLOOR & ROOF ASSEMBLIES

A8.00 DOOR SCHEDULEA8.01 DOOR SCHEDULEA8.10 WINDOW SCHEDULEA8.11 WINDOW SCHEDULEA8.30 WINDOW & WALL SECTION DETAILSA8.31 WINDOW & WALL SECTION DETAILSA8.32 INTERIOR WALL SECTION DETAILS

A9.00 ENLARGED BASEMENT STAIRSA9.01 ENLARGED OFFICE STAIRSA9.02 ENLARGED OFFICE STAIRSA9.03 ENLARGED OFFICE MEZZANINE STAIRSA9.10 ENLARGED 2ND. SOUTH BATHA9.11 ENLARGED 2ND. NORTH BATHA9.12 ENLARGED GROUND AND BASEMENT BATHA9.13 ENLARGED BRIDGE BATHA9.14 ENLARGED GROUND FLOOR BATHA9.20 ENLARGED GUARDRAIL LAYOUTA9.21 ENLARGED GUARDRAIL LAYOUT

A10.00 MILLWORK DRAWINGS - KITCHENS AVON ST.A10.01 MILLWORK DRAWINGS - CLOSETS

TITLESHEET

T1.00N.T.S

LA PARROQUIADE LOS SUENOS

SOMERVILLE, MA 0214376 SCHOOL STREET

- 10.03.16 Building Permit

- 02.28.17 Building Permit resubmittal

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CIVIL ENGINEEREBI Consulting

1400 Hancock Street.Quincy, MA. 02169

718.425.5110

T:

STRUCTURAL CONSULTANTFoley Buhl Roberts & Associates

2150 Washington StreetNewton, MA 02462

617.527.9600

SEBASTIAN MARISCAL STUDIO

T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET

SHEET:PROJECT NUMBER:

DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:Unit 1

A RESIDENTIAL UNIT

13

Xref S:\Parroquia_Drawings\B6.2_Working Drawings\B6.21_XREF\01_Plans\02_Ground_XREF.dwg

76 SCHOOL ST.

ENTRY / EXIT

AVON ST.

SC

HO

OL S

T.

2 AVON ST.

& 4 AVON ST. ENTRY / EXIT

6 AVON ST.

ENTRY / EXIT

(4) ELECTRICAL

METERS

(1) HOUSE

METER

(4) MAIL BOXES

PER SPEC

50.50'

50.10'

48.21'

48.87 F.F

50.80'

50.70'

TEL & CABLE

Reclaimed Concrete Spandrels & Beams

# Qty Type & Size LocationSpandrel

1 3 4' x 5'-0" Ground Level2 1 4' x 8'-2" Second Level3 1 4' x 10'-2" Ground Level4 1 4' x 12'-3" Second Level5 1 4' x 14'-0" Ground Level6 1 4' x 17'-8" Ground Level7 1 4' x 17'-8" Second Level8 1 4' x 18'-11" Ground Level9 1 4' x 22'-8" Ground Level10 1 4' x 23'-8" Ground Level11 1 4' x 24'-8" Second Level12 2 4' x 31'-4" Ground Level13 1 4' x 50'-0" Ground Level14 1 4' x 52'-4" Ground Level15 1 4' x 52'-8" Ground Level16 1 4' x 52'-8" Second Level17 1 4' x 54'-3" Ground Level

LANDSCAPE PLAN(SITE PLAN)

A0.001/4" = 1'-0"





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617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

DW MIN

IR

EF

CA

BIN

ET

CA

BIN

ET

W.H.

(E) 42.07 FF EXPOSED CONCRETECEILING, POWER

WASHED. TYPICAL,U.N.O.

4

(E) 41.88 F.F.

W1

W1W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

UP

1

W1

W1

STORAGE

F2

STORAGE

F2

PATIO

F3

2A8.31

SIM.

UP

W1

W1

W1

W1

W1 W1

42.46 FF

STORAGE

F242.46 FF

F4

42.46 FF

F2

42.46 FF

F2

OFFICE

F2

41.88 FF

STUDIO

F2

42.46 FFKITCHENETT

F4

W1

W1

W1

W1W1

W1

W1

W1

W1

W9 W10

W11 W11SIM

W10 W10

W11 W11SIM

W1

OFFICE

F2

13 13 12

11

14ABV.

14ABV.

15

16

65

14

SILL

3A8.31

SILL HEAD

SEE GROUNDFLOOR PLAN

6A9.00

F1044.21 FF

W1

W1

F1143.05 FF

8A8.30

1A9.00

3A9.00

1,2A9.12

2A8.31

1A8.31

2A8.31

15

6A10.00

A12A10

A11

A10

A10

48.87 FF

W1A1 A1ABV.TYP.

HEAD

3A8.31

3A8.31

SILL HEAD

2A8.31

5A8.30

HEAD

SIM

SILL

A15

36"W / GLASS

ATYP.

W7

A12

W / 2X4FRAMING ANDDRYWALL @C.L. OF WALL

A12

W7

W7

42.46 FF

STORAGE

F11

A12

W / 2X4FRAMING ANDDRYWALL @C.L. OF WALL

LEGEND

W

D#

WALL ASSEMBLY

WINDOW NUMBER

DOOR NUMBER

STEP MARKER

W

S.A.

S.A.

SD

R.A.XXX

HBXXX

SMOKE DETECTOR

EXHAUST FAN

HVAC FLOOR

HVAC CEILING

HVAC WALL

HOSE BIB

F

1HR FIRE RATED ASSEMBLY

FLOOR ASSEMBLYF

ELEVATION DATUM TAG

(E) WALL

(N) INTERIOR 2X FRAMED WALL

(N) RETAINING WALL

(N) BRICK FRAMES

(N) STANDARD 3 7 8" BRICK WALL

SOFFIT ABOVE @ 7' A.F.F. CLR

0.00 F.F

ARCHITECTURAL PLAN NOTES

A1

A2

A3

A4

A5

ALL (E) STEEL TO BE SANDED, PRIMED ANDPAINTED COLOR "ALMOST BLACK" #2130-30BENJAMIN MOORE TYP @ ALL (E) AND (N) STEEL.ALL (E) CONCRETE WALLS, CEILINGS ANDFLOORS TO BE CLEANED, ONLY FLOORS TOBE SEALED.GAS TANKLESS WATER HEATER AT EACHUNIT. TYP.

(E) GUARDRAIL TO REMAIN AND RE-FINISH, W/

CUT 7" OF (E) GUARDRAIL

(E) GUARDRAIL TO BE REMOVED

A6

A7

A8 PROJECTION ABOVE, TYP.

(E) STEEL DOORS TO REMAIN & RESTORE(INCLUDING PERIMETER WEATHER STRIP, DOORSHOE AND INSULATION)

(E) GUARDRAIL TO REMAIN AND RE-FINISH, W/MESH INFILL PANEL BY SIMPLIFIED BUILDING. TYP.PER DETAIL

A9

A10

(N) STEEL GALVANIZED PIPE RAILING W/MESHINFILL PANEL BY SIMPLIFIED BUILDING. TYP.PER DETAIL

(E) OPENING BELOW TO BE FILLED IN.W/ (N) MESH INFILL BY SIMPLIFIED BUILDINGPER DETAIL

A11 (N) GRANITE LANDING AT (N) STAIR

A12 7" HIGH RECLAIMED WOOD BEAM FROM P.H.

ALL (E) BRICK WALLS TO BE REPAIREDAND CLEANED PER ENVELOPE REPORTPREPARED BY T&L 09/20/2016, TYP.

A13

REGENCY-FIRE C34 CLASIC DIRECT VENTFREESTANDING GAS STOVE W/LEGSA14

4" OF 3/4" CONSTRUCTION GRAVELA15

RECLAIMED SPANDREL BEAMA17

A2.20

03

A2.20

04

A2.10

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.60

07A3.40

05A3.50

06

A3.60

07A3.40

05A3.50

06

41 7 9 12

A

B

C

D

E

A2.10

02

A2.10

02

BASEMENT LEVELFLOOR PLAN

A1.001/4" = 1'-0"





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617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

N

OFFICE

BICYCLE PARKING

DW

STO

VE

W/D

A/C

24" DEEPREF. TBD

A/C

A/C

A/C

DW DW

WORK BENCH WORK BENCH

CABINET CABINET

RE

FRIG

ER

ATO

R

RE

FRIG

ER

ATO

R

STOVESTOVE

W.H.

W.H.

RE

CY

CLE

TRA

SH

TRA

SH

RE

CY

CLE

TRA

SH

RE

CY

CLE

TRA

SH

(4) MAILBOXES

(4) ELECT. METERS(1) HOUSE METER

TEL & CABLE

RE

CY

CLE

(4) GAS. METERS

F

7

2

(E) 52.48 F.F.

(E) 52.48 F.F

54.65 F.F.

(E) 49.15'

W3 W3

W3

W3

W3

1

4

17

3

2 2

3 3

22

20

23

21

(E) 52.48 F.F

32

(26) T. @ 11"(3) LANDINGS(30) R. @ 7"

(6) T. @ 11"(1) MID-LANDING

(8) R. @ 6-1/2"

56.22 LANDING

W3 W3W3

W3

W3

W5

OP

EN

TO

BE

LOW

UP

UP

DN

UP

UP

UP

57.72 F.F.

LIVINGLIVING

(16) T. + (1) MIDLANDING

(18) R. @ 9"

W3

W3

W3

57.04

S.A.

R.A.

SD

BELOW TYP

W1

SD

W7

W5

W5

W7

W7

W5

W7

W5

W5

W7

W5

W7SD

BATH

F4

STUDY

F1

DINIING / LIVING

F1

DINING

F1

KITCHEN

F1KITCHEN

F1

DINING

F1

STORAGE

F1

PLATFORM

F6

S.A.

R.A.

S.A

.

R.A

.

MECH UNIT ABV MECH UNIT ABV

MECH UNIT ABVMECH UNIT ABV

ENTRY

F3

2A8.30

5A8.30

SILL HEAD

SIM. 2A8.30

5A8.30

SILL HEAD

SIM. 1A8.30

2A8.30

SILLHEAD

2A8.30

5A8.30

SILL HEAD

SIM.

3A8.30

1A8.30

2A8.30

SILL HEAD

3A8.30

1A8.31

2A8.30

SILL HEAD

3A8.30

5A8.30

2A8.30

HEAD SILL

PRE-MANUFACTUREDSPIRAL STAIR, TYP.

INFILL

F8

S.A

.

R.A

.

BELOW

BELOW

THIS PLANSHOWS BELOW

MEZZANINEPLATFORM

THIS PLANSHOWS ABOVE

MEZZANINEPLATFORM

56.16 TOP

56.22 F.F.

52.48 F.F

52.48 F.F

1HR

W3W3W350.80'

48.87'

W3 W3

(E) 57.04'

S.A.

R.A.

(E) 56.83 F.F

S.A.

R.A.

MECH UNIT ABVMECH UNIT ABV

W7H=12'-3"

1A9.01

1A10.01

SIM

1A10.00

1A10.00

SIM

5A9.12

1A9.03

3A10.03

A1

A7

A7

A8

A8

A8 A8

A8 A8

A3

A3

A4

A5

A6

A4

A6

A25

A13

MIN. SOLOPE

R2

R3

76 SCHOOL ST.ENTRY / EXIT

2 AVON ST.& 4 AVON ST.ENTRY / EXIT

6 AVON ST.ENTRY / EXIT

48.79' F.F.48.21'

18

(2) T. @ 11"(1) LANDING

(4) R. @ 6-3/4"

W3

19

A176' X 24'-8"

A18

LANDSCAPE BY OTHERS

A20

A19A21

A22

A23

A24

A4

A25

(E) 57.04'

A4

A4

A649.10'A12

W2

A24

A24

(E) 56.83 F.F

A9.20

1,2

(E) 56.83 F.FW3

W7SIM

50.70

50.50'

50.10'

51.00'

(E) 52.48 F.F

52.48'

2'-0"14'-0"2'-0"

A25

LEGEND

W

D#

WALL ASSEMBLY

WINDOW NUMBER

DOOR NUMBER

STEP MARKER

W

S.A.

S.A.

SD

R.A.XXX

HBXXX

SMOKE DETECTOR

EXHAUST FAN

HVAC FLOOR

HVAC CEILING

HVAC WALL

HOSE BIB

F


FLOOR ASSEMBLYF

ELEVATION DATUM TAG

(E) WALL


(N) RETAINING WALL

(N) BRICK FRAMES



0.00 F.F


A1

A2

A3

A4

A5




A6

A7




A9

A10






A13




CONCRETE WALLA18

STEEL SCREENA19

CONDENSER UNIT PER MECHANICHAL2 AVON ST.A20



CONDENSER UNIT PER MECHANICHAL76 SCHOOL ST.A23

A24(N) 6' CEDAR FENCE.

A25(N) METAL GUARDRAIL TO MATCHVICTORIAN STAIR

GROUND LEVELFLOOR PLAN(SITE PLAN)

A1.101/4" = 1'-0"





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718.425.5110

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617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

N

A2.20

03

A2.20

04

A2.10

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.60

07A3.40

05A3.50

06

A3.60

07A3.40

05A3.50

06

41 7 9 12

A

B

C

D

E

A2.10

02

A2.10

02

XXX

00

XXX

00

RESIDENTIAL UNIT

RESIDENTIAL UNIT

RESIDENTIAL UNIT

KITCHEN

S.A.

S.A.@ BASE

S.A.@ BASE

S.A.

S.A

.

S.A

.@

BA

SE

S.A.

OPEN TOBELOW

TRUSSPROJECTION

ABOVE.

W7

W3

W7

W3

W3

7 6

W5

W7

W5

W7

10

65.98 F.F

65.98 F.F

1716

6

6 6

9 11

F7BEDROOM

69.93 F.F.OPEN TOBELOW

W7

F18

69.93 F.F.

W7

W7

W7

W7

8

65.98 F.F

12

8910ABV. ABV.ABV.

8910ABV. ABV.ABV.

10ABV.

9ABV.

9ABV.

10ABV.

9ABV.

9ABV.

W3 W3

W3

W569.35 F.F.

67.75 F.F67.75 F.F

67.75 F.F67.75 F.FS

.A.

AB

V.

S.A

.A

BV

.

S.A

.A

BV

.

S.A

.A

BV

.

13W7 W7

W7 W7

W3 W3

W7

W7W7

W6W6

SKYLIGHTPROJECTION

ABOVE.

W3

W3 W3W3

W3

W3

W3

W3

5

4

SD

SD

W5

W5

SD

W6

W6

W5

W5

SD

SD

65.91 TOP

F5

BEDROOM

F6BEDROOM

F6

BEDROOM

F6BEDROOM

F6

BATH

F4BATH

F4

BATH

F4BATH

F4

W6

W3

F F

F F

2A8.30

5A8.30

SILLHEAD

1A8.30

SILL HEAD

2A8.30

5A8.30

SILL HEAD1

A8.30

SILL HEAD

1A8.31

4A8.30

5A8.30

4A8.30

5A8.30

PRE-MANUFACTUREDSPIRAL STAIR, TYP.

65.98 F.F65.91 TOP

65.98 F.F65.91 TOP

65.98 F.F65.91 TOP

64.61 F.F64.35 TOP

SIM.

1A9.13 1

A10.01

1A10.01

1,2A9.11

1,2A9.11

SIM

1,2A9.10

1,2A9.10

SIM

W6W6W6

1A10.01

1A10.01

SIM

SIM

1A8.32

TYP.

A14

W7

W7

GUARDRAILGUARDRAIL

1,2A9.21

3,4,5A9.21

SIM.

W5

W5

W9

W9

1HR

BEAMS

F12F12

A10.03

A10.03 A10.03

A10.03

A25A25

LEGEND

W

D#

WALL ASSEMBLY

WINDOW NUMBER

DOOR NUMBER

STEP MARKER

W

S.A.

S.A.

SD

R.A.XXX

HBXXX

SMOKE DETECTOR

EXHAUST FAN

HVAC FLOOR

HVAC CEILING

HVAC WALL

HOSE BIB

F


FLOOR ASSEMBLYF

ELEVATION DATUM TAG

(E) WALL


(N) RETAINING WALL

(N) BRICK FRAMES



0.00 F.F


A1

A2

A3

A4

A5


(E) GUARDRAIL TO REMAIN AND RE-FINISH, W/



A6

A7




A9

A10






A13




CONCRETE WALLA18

STEEL SCREENA19




CONDENSER UNIT PER MECHANICHAL76 SCHOOL ST.A23

A24(N) 6' CEDAR FENCE.

A25(N) METAL GUARDRAIL TO MATCHVICTORIAN STAIR

SECOND LEVELFLOOR PLAN

A1.201/4" = 1'-0"





PARROQUIA

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718.425.5110

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617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

NN

A2.20

03

A2.20

04

A2.10

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.60

07A3.40

05A3.50

06

A3.60

07A3.40

05A3.50

06

41 7 9 12

A

B

C

D

E

A2.10

02

A2.10

02

XXX

00

XXX

00

CLOSET /BATH

64'-1

3

4

"

15'-6

1

4

"12'-6

1

4

"15'-6

3

4

"

(E) SKYLIGHT

OPENING AND STEEL

STRUCTURE TO

REMAIN, WALLS AND

ROOF TO BE CLOSED

OFF BY GLAZING

SYSTEM, KALWALL OR

SIMILAR.

EXISTING ROOF SLAB

EXISTING ROOF SLAB

EXISTING ROOF SLAB

(E) ROOF DRAIN

(E) ROOF DRAIN

78.60

ROOF ELEVATION

78.60

ROOF ELEVATION

46'-10"

R1

R1

R1

EXISTING ROOF

MONITOR TO REMAIN

1

A8.31

STOVE FLUE PIPE

PENETRATION TO BE

WATERPROOFED

1

A8.30

LEGEND

W

D#

WALL ASSEMBLY

WINDOW NUMBER

DOOR NUMBER

STEP MARKER

W

S.A.

S.A.

SD

R.A.

XXX

HB

XXX

SMOKE DETECTOR

EXHAUST FAN

HVAC FLOOR

HVAC CEILING

HVAC WALL

HOSE BIB

F


FLOOR ASSEMBLYF

ELEVATION DATUM TAG

(E) WALL


(N) RETAINING WALL

(N) BRICK FRAMES

(N) STANDARD 3

7

8

" BRICK WALL


0.00 F.F

ROOF LEVELFLOOR PLAN

A1.301/4" = 1'-0"





PARROQUIA

01.18.2017

CSE

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IAN

MA

RISC

AL

STUD

IO 2

017

T:



718.425.5110

T:



617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

NN

A2.20

03

A2.20

04

A2.10

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.30

04

A3.20

03

A3.10

02

A3.00

01

A3.60

07

A3.40

05

A3.50

06

A3.60

07

A3.40

05

A3.50

06

41 7 9 12

A

B

C

D

E

A2.10

02

A2.10

02

XXX

00

XXX

00

ROOF AREA AVAILABLE FOR PHOTO VOLTAIC PANELS // 1933 SQ.FT.

ROOF AREA AVAILABLE FOR PHOTO

VOLTAIC PANELS

E4

E5

E4

17

'-5

1

2

"

8'-8

"

3'-3

1

4

"

3'-4

"

E8E8E8

E2

E3

E13

E5

E5 E5

E12

12

E1

E23

E23

E23

E23 E23

E24

E1

E4

E23

81.87 T.O.C (E) BUILDING

52.48 GROUND LEVEL F.F.

56.83 MEZZANINE F.F.

78.60 T.O.C. (E) BUILDING

69.93 OFFICE BRIDGE F.F.

65.98 SECOND LEVEL F.F.

49.15 ENTRY F.F.

48.21' @ SIDEWALK ENTRY

E7 E7E7

7'-1

1

1

2

"

9'-1

"

12

'-8

1

4

"1

'-9

1

4

"

4'-8

"

E21

E23

E22

E3

E5

E4

ALIGN TO MEZZANINE

CURB (VIF)

E1







41.88' (E) BASEMENT F.F.

42.46' (N) BASEMENT F.F.

44.21'

43.63'

E7

ELEVATIONS AND SECTIONS KEY

E1

E2

E3

E4

E5

E6

E7

E8

E9

E10

E11

E12

E13

E14

E15

E16

E17

E18

E19

E20

E21

E22

E23

E24

E25

E26

E27

E28

E29

E30

(N) WINDOW OPENING AT (E)CONCRETE RETAINING WALL

(N) WINDOW OPENING AT (E)BRICK WALL

(N) BRICK FRAME TO MATCH(E) BRICK DETAIL

(N) DOOR PER DOOR SCHEDULE

(E) DECORATIVE BRICK DETAILTO REMAIN

(E) DECORATIVE BRICK FRAMETO REMAIN

(E) WINDOW OPENING

(N) WOOD FLOOR FRAMING PERSTRUCTURAL

(N) SOFFIT FOR MECHANICALDUCTWORK

(N) METAL GUARDRAIL TO MATCH

VICTORIAN STAIR

(N) WINDOW TO BE ALUMINUM

MULTI-PANE INDUSTRIAL STYLE,

PER WINDOW SCHEDULE.

(E) CAST IN PLACE CONCRETE WALL TO

BE RESTORED AND REPAINTED.

(E) PRECAST CONCRETE CORNICE TO BE

RESTORED AS REQUIRED AND SEALED.

(E) PRECAST CONCRETE PARAPET TO BE


(E) BRICK WALL TO BE REPAIRED AND

CLEANED PER ENVELOPE REPORT

PREPARED BY T&L 09/20/2016

(E) CONCRETE LINTEL TO BE RESTORED

AS REQUIRED AND SEALED.

(E) SKYLIGHT TO BE RESTORED AND

GLAZED

(E) STEEL TRUSS TO BE CLEANED,

PRIMED AND PAINTED.

(E) STEEL CRANE BEAMS TO REMAIN, TO

BE CLEANED, PRIMED AND PAINTED. (CRANE

TO REMAIN AND TO BE REPOSITIONED)

(E) DECORATIVE CONCRETE CORNICE

DETAIL TO REMAIN, TO BE CLEANED AND

SEALED

(N) 6' CEDAR FENCE.

(E) STEEL GUARDRAIL TO BE RESTORED,

PER DETAIL WITH NEW INFILL PANEL.

(N) GRANITE STONE STEPS

(N) PARTY WALL AT CENTER LINE OF

TRUSS ABOVE

E31

(N) CUSTOM METAL GUARDRAIL BEHIND

GLASS DOORS

E32 ACCESS DOOR TO MECHANICAL CLOSET

E33

(N) WATERPROOFING OVER (N)

INSULATION ON TOP OF CONCRETE

ROOF

GENERAL NOTES:

· ALL (N) WINDOW TO BE ALUMINUM

MULTI-PANE INDUSTRIAL STYLE, PER

WINDOW SCHEDULE.

· ALL (N) AND REPLACEMENT DOORS SHALL

BE INDUSTRIAL STYLE. PER DOOR

SCHEDULE

(E) WALL

(N) INTERIOR WALL

(N) RETAINING WALL

(N) VICTORIAN SPIRAL STAIR POWDER

COATED BLACK BY THE IRON SHOP

TEL: (800) 523-7427

E34

BLACK ALUM. BREAK METAL MATCHING

WINDOW SYSTEM. WITH CLOSED CELL

INSULATION ON BACK FRAMING

-

-

BLUE STONE CLADDING O/ WOOD

FRAMED STEPS PER ARCH. DETAIL

(N) METAL GUARDRAIL BY SIMPLIFIED

BUILDING WITH INFILLPANEL

-


E1

E2

E3

E4

E5

E6

E7

E8

E9

E10

E11

E12

E13

E14

E15

E16

E17

E18

E19

E20

E21

E22

E23

E24

E25

E26

E27

E28

E29

E30







(E) WINDOW OPENING




VICTORIAN STAIR
















GLAZED


PRIMED AND PAINTED.






SEALED

(N) 6' CEDAR FENCE.





TRUSS ABOVE

E31


GLASS DOORS


E33



ROOF

GENERAL NOTES:



WINDOW SCHEDULE.



SCHEDULE

(E) WALL

(N) INTERIOR WALL

(N) RETAINING WALL



TEL: (800) 523-7427

E34




-

-





-

BUILDINGELEVATIONS

A2.101/4" = 1'-0"





PARROQUIA

01.18.2017

CSE

BAST

IAN

MA

RISC

AL

STUD

IO 2

017

T:



718.425.5110

T:



617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

SCALE: 1/4" = 1' 0"

1

A2.10

EAST ELEVATION

SCALE: 1/4" = 1' 0"

2

A2.10

WEST ELEVATION

13

'-6"

12

'-7

1

2

"

E6 E6 E22

E3

E4

E5

E4

E1

E21

E22

E23

E6

E6

E6 E6 E6

26'-1

1

2

"

4'-4

1

4

"

E9

E10

7'-0" AFF

WINDOW HEAD AT

BOTTOM OF (E) BRICK

FRAME DETAIL, TYP.

E4 E4

E34

12'-3 1/8" AFF

6'-9 3/4" AFF

2'-1

1

3

4

"1'-11

3

4

"






12'-3 1/8"" AFF

6'-9 3/4" AFF

9'-1

3

4

"

ALIGN TO B.O.B

13

'-1

1

4

"

8'-8

"

3'-3

1

4

"

E3

E5

E5

E4

E10

E2

E3

E4

E5

E22 E22

E22

E1

E25

E23

E23

E23

E23

E23

E23

E31

E21E21E21

E21 E21

26

'-1

1

2

"

4'-4

1

4

"

6'-10 1/2" AFF

6'-8" AFF

E9

E34 E34

7'-10 3/4" AFF 7'-10 3/4" AFF






81.87 T.O.C (E) BUILDING

6'-10 1/2" AFF

7'-10 3/4" AFF

E34 E34

ALIGN TO B.O.BALIGN TO B.O.B

AL

IG

N

AL

IG

N

AL

IG

N


E1

E2

E3

E4

E5

E6

E7

E8

E9

E10

E11

E12

E13

E14

E15

E16

E17

E18

E19

E20

E21

E22

E23

E24

E25

E26

E27

E28

E29

E30







(E) WINDOW OPENING




VICTORIAN STAIR
















GLAZED


PRIMED AND PAINTED.






SEALED

(N) 6' CEDAR FENCE.





TRUSS ABOVE

E31


GLASS DOORS


E33



ROOF

GENERAL NOTES:



WINDOW SCHEDULE.



SCHEDULE

(E) WALL

(N) INTERIOR WALL

(N) RETAINING WALL



TEL: (800) 523-7427

E34




-

-





-

BUILDINGELEVATIONS

A2.201/4" = 1'-0"





PARROQUIA

01.18.2017

CSE

BAST

IAN

MA

RISC

AL

STUD

IO 2

017

T:



718.425.5110

T:



617.527.9600


T: 617.395.1210CAMBRIDGE, MA 02139

202 RIVER STREET


DRAWING DATE:

SCALE:

STAMP:

REVISION

REV DESCRIPTIONDATE

NOTE:

SCALE: 1/4" = 1' 0"

1

A2.20

NORTH ELEVATION

SCALE: 1/4" = 1' 0"

2

A2.20

SOUTH ELEVATION

Documents

OWNER: STRUCTURAL FOLEY BUHL ROBERTS & … Set 4-10-18.pdf · sebastian mariscal studio 202 river st. ... a0.21 envelope openings and misc. ... a2 a3 a4 a5 all (e) steel to be sanded,