staples - cambridge...mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints -...
TRANSCRIPT
![Page 1: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/1.jpg)
J-1
wagamama STAPLESGALERIA 57 JFKwagamama
12
'-0"
3'-6
"1
0'-6
"9
'-10
"9
'-4 1
/2"
12
'-0"
NEW
EXIS
TING
STAPLES
PTD ALUM. INTERLOCKINGSEAM PANELS
P.L.
60' ABOVEAVERAGE GRADE
6 5 4 3 2 1
1 SCALE 1/8" = 1'-0"JFK STREET ELEVATION
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±90'-8 1/2"T.O. ROOF
REMOVE EXISTING BRICKTREADS, RISERS, AND SIDEWALLS AS REQUIRED TOINSTALL NEW MEMBRANEFLASHINGS. INSTALL NEWBRICK TO MATCH EXISTING.PROVIDE ALTERNATE PRICEFOR STONE TREADS.
A3.11
ELEV. ±61'-0"NEW 3RD FLR.
ELEV. ±71'-6"NEW 4TH FLR.
ELEV. ±81'-4"NEW MEZZANINE FLR.
A3.124.5
J
FFGGHHJJ
SSUU
XX
RR
A3.32
BEYOND
NEW
AD
DIT
ION
EXIS
TIN
G B
UIL
DIN
GCLEAR GLASS RAILING W. S.S.SHOE & CAP
HIGH DENSITY FIBER CEMENT
PAINTED STEEL CHANNEL
INTERLOCKING SEAM METALWALL PANEL
CURTAIN WALL
CURTAIN WALL
HIGH DENSITY FIBER CEMENTPANELS
REMOVE EXISTING SIGNS,INSTALL PTD. STEEL CHANNEL,REINSTALL SIGNS
EXISTING STOREFRONT TOREMAIN
REPLACE EXISTING RAILINGSWITH NEW PTD STEEL RAILINGS- SEE DETAIL 3/A4.5
REPAIR ALL CONCRETE COLENCLOSURES - REMOVE EXIST.SEALANT AT COL CORNERS ANDRESEAL WITH BACKER ROD ANDPOLYURETHANE SEALANT.REPAIR WITH CONC. SPALLEDEDGES ELEV. ±21'-6"
LOWER FLOOR
12
'-0"
104
PHASE 1LIMIT
EXISTING STOREFRONT
SPANDREL PANEL
MECH PLENUMBEYOND
REMOVE BRICK AT RAMP EDGEBACK 12". REPLACEWATERPROOFING WITH NEWMEMBRANE WATERPROOFING.KNIT NEW BRICK INTO EXISTING.
NEW STEEL BRACING.2 HR RATED WITHINTUMESCENT PAINT
REMOVE BRICK AT TOP EDGEBACK 12". REPLACE
WATERPROOFING WITH NEWMEMBRANE WATERPROOFING.
REPLACE EXISTING RAILINGSWITH NEW PTD STEELRAILINGS AND STAINLESSSTEEL TENSION CABLESYSTEM - SEE DETAIL SKA/5E
REPOINT AT DETERIORATED JOINTS- APPROXIMATELY 10% OF SURFACE
REPOINT AT DETERIORATEDJOINTS AT SOLDIER COURSE
TT
A3.31
A3.32
ELEV. ±91'-3 1/2"T.O. ROOF
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PROJECT
PREPARED FOR
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CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.1WFD/JE/LD
JFK STELEVATION
![Page 2: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/2.jpg)
SHAKE SHACKSTAPLES90
Galeria
12
'-0"
3'-6
"1
0'-6
"9
'-10
"9
'-4 1
/2"
12
'-0"
2'-2
"
HIGH DENSITY FIBER CEMENT
CLEAR GLASS RAILING W/ S.S.SHOE & CAP, TYP.
METAL WALLPANEL
EXISTING BRICK
42
'-8"
A B C D E F G H J K
1 SCALE 1/8" = 1'-0"WINTHROP STREET ELEVATION
A2.31
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±90'-8 1/2"T.O. ROOF SHTG
A.4
KITCHEN E.F.
SCREEN AT MECH. UNITS
A3.21
A3.22
ZZ
YY
AABBCCDDEE
KKMMNNPPQQ
WW VV VV VV
ON ANGLEON ANGLE
VV
EXIST. RAMP TO REMAINEXIST. STREET LIGHTS& BOLLARDS, TYP.
NEW
AD
DIT
ION
EXIS
TIN
G B
UIL
DIN
G
P.L.
P.L.
ELEV. ±21'-6"LOWER FLOOR
9'-1
0"
ELEV. ±61'-0"NEW 3RD FLR.
ELEV. ±71'-6"NEW 4TH FLR.
ELEV. ±81'-4"NEW MEZZANINE FLR.
MECH PLENUM
PTD ALUM. INTERLOCKINGSEAM PANELS
MECH LOUVERS
ELEVATOR HEAD HOUSE
NEW CURTAINWALL
ZZ-1
NEW STRUCTURAL STEEL BRACES-2 HR RATED INTUMESCENT PAINT
EXISTING STOREFRONTTO REMAIN
EXISTING STOREFRONTTO REMAIN
EXISTING STOREFRONT TOREMAIN
EXISTING STOREFRONT TOREMAIN
HIGH DENSITY FIBER CEMENTPANELS
PTD GALV STEEL CHANNEL
PTD GALV STEELCHANNEL
JFK STREET
CANOPY WITH PTD GALV STEELCHANNEL FASCIA EPDM ROOFWITH SCUPPER DRAIN
STAINLESS STEEL SIGN - 28"HIGH NUMBERS
METAL CHANNEL
CLEAR GLASS RAILING W/ S.S.SHOE & CAP, TYP.
ELEV. ±91'-3 1/2"T.O. ROOF
A3.51
PH 617-354-3989 FAX 617-868-0280
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REVISION / ISSUE DATE
SEAL
CONSULTANT
PROJECT
PREPARED FOR
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SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
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CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.2WFD/JE/LD
WINTHROP STELEVATION
![Page 3: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/3.jpg)
12'-0
"3'-6
"10'-6
"9'-1
0"
9'-4
1/2
"12'-0
"
NEW
EXIS
TING
WINTHROP STREET
HIGH DENSITYFIBER CEMENT
PTD ALUM. INTERLOCKINGSEAM PANELS
KEF- FRONT TENANT
BIKE SHELTER
ELEVATORTOWER
SCREEN AT MECH. UNITS
NEW MECHANICAL PLATFORM-GALV. STEEL GRATING ONGALV. STEEL FRAMING
1 2 3 4 5 6
1 SCALE 1/8" = 1'-0"WEST ELEVATION
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±90'-8 1/2"T.O. ROOF SHTG
4.5
NEW GAS METER ENCLOSURE &DOORS
ELEVATORSHAFT VENT
GRANITE BASE
NON-COMBUSTIBLE ROOFCOVERING
BON CHON60" X 30"
LL
CURTAINWALLGLAZING
TRASH AREA COMPACTORS
BEYOND
A3.32
EXISTING BASEMENTBEYOND
EXISTING GAS PIPES TO BEREROUTED - SEE A3.5
NEW 3 HR CONCRETE DECK
P.L.
ELEV. ±21'-6"LOWER FLOOR
12'-0
"
ELEV. ±61'-0"NEW 3RD FLR.
ELEV. ±71'-6"NEW 4TH FLR.
ELEV. ±81'-4"NEW MEZZANINE FLR.
II
OO
CANOPY-PTD GALV STEELCHANNEL FRONT,EPDM ROOF
SEE SECTION 1/A3.5 FOR MOREDETAIL
CUT DOWN EXISTING WINDOWTO CREATE NEW ACCESS DOOR
EXISTING CMU,PAINTED
LOBBY WINDOW
NEW VRF UNITS- TYP
NEW VRF UNITS - TYP.
COMPACTOR
NEW SUBSTATION
4" AAC BLOCK WITH STUCCOFINISH
NEW GALV. STEEL GRATING ONGALV. STEEL FRAMING
A2.32
A3.41
COMPACTOR
ELEV. ±24'-0"ELIOT ALLEY
A3.61
KEF- REAR TENANT
TRANSFORMER/SWITCHGEARSUBSTATION
---
SLOPE 1%
ROLL-UP DOOR
ELIOT ALLEY LEVEL
REMOVABLE STAIR RAILING
ELEV. ±95'-8"T.O. ELEV ROOF SHTG
TRANSFORMER
ELEV. ±19'-6"VAULT LEVEL
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REVISION / ISSUE DATE
SEAL
CONSULTANT
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
166 BEACON STBROOKLINE, MA 02446
CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.3LD/ASH
WESTELEVATION
![Page 4: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/4.jpg)
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
J H G F E D C B A.4 AKNEW 4" AAC BLOCKWALL WITHAAC STUCCOFINISHING
ELEV. ±21'-6"LOWER FLOOR
NEW CAP BEAM FLASHING
EXISTING CMU WALL
LINE OF ABUTTING PARKINGGARAGE IN FOREGROUND
HIGH DENSITY FIBER CEMENT
EXISTING CMU WALLTO BE REINFORCED-SEE STRUCTURAL
DRAWINGS
NEW 2-HR 4" AAC BLOCK WALL WITHAAC STUCCO FINISHING
HIGH DENSITY FIBER CEMENT
LINE OF ABUTTING PARKINGGARAGE IN FOREGROUND
NEW AAC WALL-SEE X/XX
LINE OF PARKING GARAGE INFOREGROUND
GUTTER
A3.43
A3.42
A3.44
1 SCALE 1/8" = 1'-0"SOUTH ELEVATION
ELEV. ±61'-0"NEW 3RD FLR.
ELEV. ±71'-6"NEW 4TH FLR.
ELEV. ±81'-4"NEW MEZZANINE FLR.
ELEV. ±90'-8 1/2"T.O. ROOF SHTG
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REVISION / ISSUE DATE
SEAL
CONSULTANT
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
166 BEACON STBROOKLINE, MA 02446
CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.3aASH
SOUTHELEVATION
![Page 5: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/5.jpg)
PHASE 2 SCOPE INCLUDES ALL WORK SHOWNOUTSIDE PHASE 1 BOUNDARY
9'-1
0"
1 SCALE 1/8" = 1'-0"BUILDING SECTION
9'-4
1/2
"10
'-6"
3'-6
"12
'-0"
12'-0
"12
'-0"
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF SHEATHING
4 12356
9'-7
1/4
" F-C
8'-7
1/4
" F-C
8'-1
3/4
" F-C
10'-1
0 5/
8"
9'-3
3/8
"
8'-3
1/4
" F-C
LINE OFELEVATOR #3
SHAFT BEYOND
OFFICESPACE
501
OFFICESPACE
401
OFFICESPACE
301
BASEMENTRETAIL SPACE
---
BASEMENTENTRANCE
---
TENANTSPACE
RT-3
TENANTSPACE
RT-6
11A4.2
10A4.2
1A4.3
NEW STEEL FRAMING 1HRRATED AT 4TH FLOOR (TYPICAL)
NEW
EXIS
TIN
G
ELEV. ±61'-0"3RD FLR. T.O. SHEATHING
ELEV. ±71'-6"4TH FLR. T.O.SHEATHING
ELEV. ±81'-4"MEZZANINE FLR. T.O. SHEATHING
4.5
8'-1
0 1/
8" F
-C
COPING
EXIST.ELEV. RM
CORRIDOR201TENANT
SPACERT-7
FOURTH FLOOR 1HR RATEDSEPARATION CONSTRUCTIONAND ALL SUPPORTINGSTRUCTURE TO FOUNDATION
PLENUM FOR MECHANICALEQUIPMENT
1 HR RATEDWALL
CONTINUOUSALUM GUTTER
STAINLESS STL.FLASHING
WATERPROOFINGMOVEMENT JOINT
2 HR RATED WALLTO 4TH FLOOR
CORRIDOR101
PHASE 1LIMIT
12'-1
1/2
" +/-
ELEV. ±91'-3 1/2"T.O. ROOF SURFACE
5.9
ELEV. ±31'-3 1/2"GRADE PLANE
ELEV. ±90'-8 1/2"T.O. ROOF SHEATHING
ELEV. ±82'-4"4TH FLOOR ROOF HIGH AREA- T.O. SHEATHING
60'-0
"8'-1
0 1/
8" F
-C
2'-2
1/2
"
38'-7 5/8"14'-6"
3'-9
1/4
"
3'-5
3/8
"
4'-7 3/8" 9"
7'-0
"
FLOOR FRAMING SYSTEM:7/8" PLYWOOD ONSTEEL JOISTS AT 24" O.C.
REMOVE EXISTING ROOF ANDINSULATION.REPAIR EXISTING PLYWOODWHERE REQUIRED
NEW ESCALATOR
PH 617-354-3989 FAX 617-868-0280
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REVISION / ISSUE DATE
SEAL
CONSULTANT
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
166 BEACON STBROOKLINE, MA 02446
CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.4WFD/ASH/JE
BUILDINGSECTION
![Page 6: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/6.jpg)
EXTERIORATRIUM
101
A B C D E F G H J K
9'-1
0"3'
-6"
12'-0
"
12'-0
"12
'-0"
9'-1
7/8
"9'
-2 1
/4"
8'-1
0 1/
4" F
-C8'
-7 1
/4" F
-C
9'-7
1/4
" F-C
9'-3
1/4
"
9'-7
1/4
" F-C
10'-1
0 1/
2"
2 SCALE 1/8" = 1'-0"BUILDING SECTION
STAPLESRETAIL SPACE
RT-1ELECT. RM
001
STAIR #2ST-2
CORRIDOR201
OFFICESPACE
301
OFFICESPACE
401
5A5.5
12'-0
"
LINE OF ELEVATOR #3SHAFT BEYOND
NEW ROOF
DRYWALL CEILING, TYPICAL
EXISTING STEEL FRAMINGTO BE UPGRADED TO 1HRCONSTRUCTION (TYPICAL)
CORRIDOR101
STAIR #5ST-5
A.4
ACCESS LADDER TO THIRDFLOOR MECHANICALPLATFORM BEYOND
9'-4
1/2
"10
'-6"
EXIST.STORAGE
EXIST.STORAGE
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±90'-8 1/2"ROOF T.O. SHTG
EXIS
TIN
G
ELEV. ±61'-0"NEW 3RD FLR.
ELEV. ±71'-6"NEW 4TH FLR.
ELEV. ±81'-4"NEW MEZZANINE FLR.
NEW
EXISTING STAIRS -RISERS TO BE MADESOLID
NEW STAIRS
GALVANIZED STRUCTURALSTEEL FRAMED 3-LEVELEQUIPMENT PLATFORM
FOURTH FLOOR 1HR RATEDSEPARATION CONSTRUCTION ANDALL SUPPORTING STRUCTURE TOFOUNDATION
4A5.4
8'-1
0 1/
8" F
-C
CURTAIN WALL SYSTEM
STANDING SEAM METALWALL
NEW METAL ROOF SCREEN
EXIST.DOOR
EXIST.DOOR
EXIST.DOOR
STAIR #3ST-3
K B 8'-6
"
I
I-1K-1
PHASE 2 SCOPE INCLUDES ALL WORK SHOWNOUTSIDE PHASE 1 BOUNDARY
PHASE 1LIMIT
MECH PLENUMMECH LOUVERS
O
O-1
8'-1
0 1/
8" F
-C
8'-1
0 1/
8" F
-C
ELEV. ±82'-8"4TH FLOOR ROOF HIGH AREA- T.O. SHEATHING
A2.31
A3.21
8'-7
1/4
" F-C
ELEV. ±31'-3 1/2"GRADE PLANE
ELEV. ±91'-3 1/2"T.O. ROOF SURFACE
PH 617-354-3989 FAX 617-868-0280
259 ELM STREET, SUITE 301SOMERVILLE, MA 02144
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REVISION / ISSUE DATE
SEAL
CONSULTANT
PROJECT
PREPARED FOR
DRAWING TITLE
SCALE AS NOTED
DRAWN BY REVIEWED BY
SHEET
166 BEACON STBROOKLINE, MA 02446
CRIMSON GALERIA, LP
57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A2.5WFD/ASH/JE
BUILDINGSECTION
![Page 7: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/7.jpg)
A
12'-0
"12
'-0"
12'-0
"3'
-6"
10'-6
"9'
-10"
9'-4
1/2
"
69'-2
1/2
"
18'-1
"7'
-7"
8'-8
1/4
"3'
-3 3
/4"
3'-6
"7
7/8"
2'-3
1/8
"2'
-7 3
/4"
9'-4
1/4
"
A
EXIST.ELECT. RM.
2 SCALE 1/4" = 1'-0"WALL SECTION
ALUMINUM CURTAINFRAMING
SPANDREL PANEL
METAL PANELING ONWATERPROOFING MEMBRANE ONFIRE RETARDANT SHEATHING ONMETAL STUD FRAMINGFILL VOID WITH BATT INSULATION
PTD STEEL CHANNEL
HIGH DENSITY FIBER-CEMENTPANEL SYSTEM
CONTINUOUS BREAK METAL W/MIN. SEAMS, V.I.F.1/2" EXT. GRADE SHEATHING @ ALL SIDES2"X3" CONT. ALUMN. TUBE W/PERPENDICULAR 2"X3" ALUM.TUBE ATTACHMENT
NEW STORE FRONT
EXISTING BRICK
EXISTING CONC.FOUNDATION WALL
BC
12'-0
"12
'-0"
12'-0
"3'
-6"
10'-6
"8'
-10
1/4"
7'-6
1/2
"8'
-8 3
/4"
3'-3
3/4
"4'
-0 1
/8"
2 3/
8"2'
-3"
2'-7
"9'
-5"
ALUMINUM CURTAINFRAMING
WALL TYPE 2-METAL PANELING
PTD STEEL CHANNEL
HIGH DENSITY FIBER-CEMENTPANEL SYSTEM
EXISTING FLOOR
EXISTING STORE FRONT
NEW GUARDRAIL
NEW STORE FRONT
CONTINUOUS BREAK METAL W/MIN. SEAMS, V.I.F.1/2" EXT. GRADE SHEATHING@ ALL SIDES 2"X3" CONT. ALUMN.TUBE W/ PERPENDICULAR 2"X3"ALUM.TUBE ATTACHMENT
EXISTING STORE FRONT
1 SCALE 1/4" = 1'-0"WALL SECTION
10'-1
1/4
"9'
-0"
EXISTING BRICK STEPS.TO BE REPLACED WITHNEW BRICK STEPS TOMATCH EXISTING-DETAIL 2/A4.9
8'-3
3/4
"8'
-9 1
/8"
9'-0
"
A.4 A.4
EXISTING SLAB
ROOF ASSEMBLY TYPE 1:ASSEMBLY R-38-.090" ECOWHITE PLATINUM EPDM MEMBRANE-1/4" PROTECTION BOARD-RIGID INSULATION TAPERED TO DRAINS-5/8" ROOF SHEATHING-JOISTS, SEE STRUCTURAL DWGS-12" BATT INSULATION, R-38-7/8" HAT CHANNELS-5/8" GWB
ALL
NEW
CO
NST
RU
CTI
ON
61'-4
1/4
"
ALL
NEW
CO
NST
RU
CTI
ON
STANDING SEAM METAL
STAIR #3ST-3
RETAILSPACE
RT-7
OFFICESPACE
301
OFFICESPACE
401
STAPLESRETAILSPACE
RT-1
RETAILSPACE
RT-7
RETAILSPACE
RT-3
OFFICESPACE
301
OFFICESPACE
401
OFFICESPACE
501
8'-7
5/8
"
STAPLESRETAILSPACE
RT-1
FINISHED FLOOR BY OTHERS
FINISHED FLOOR BY OTHERS
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-4"NEW MEZZANINE FLOOR
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-4"NEW MEZZANINE FLOOR
ELEV. ±90'-8 1/2"ROOF T.O. SHTG.
ELEV. ±21'-6"LOWER LEVEL
PTD STEEL CHANNEL PTD STEEL CHANNEL
NEW PTD STEEL CHANNELATTACHED TO EXISTINGEXTERIOR WALL
EXISTING FLOOR
2:12 SLOPE
LOAD BEARING CLIPSBACK TO STEEL AS REQD.
LOAD BEARING CLIPSBACK TO STEEL AS REQD.
LOAD BEARING CLIPSBACK TO STEEL AS REQD.
LOAD BEARING CLIPSBACK TO STEEL AS REQD.
SIM.
SIM.
PHASE 2 SCOPE INCLUDES ALL WORK SHOWNOUTSIDE PHASE 1 BOUNDARY
PHASE 1LIMIT
ROOF ASSEMBLY TYPE 3:ASSEMBLY R-30-.090" ECOWHITE PLATINUM EPDM MEMBRANE W/-WALK-PADS-1/4" PROTECTION BOARD-RIGID INSULATION TAPERED TO DRAINS-7/8" ADVANTECH SHEATHING-JOISTS, SEE STRUCTURAL DRAWINGS
ROOF ASSEMBLY TYPE 3:-SEE 1/A3.1
NEW EXTERIOR STUCCO CEILING
1A4.2
2A4.2
5A4.2
6A4.2
7A4.2
2A4.2
9A4.2
1A4.2
1A4.2
2A7.4
4A4.2
4A4.2
8A4.2
SIM.
SIM.
SIM.
ELEV. ±91'-3 1/2"T.O. ROOF SURFACE
ROOF ASSEMBLY TYPE 2:
-SARNAFIL PVC ROOFING MEMBRANE-1/4" PROTECTION BOARD-RIGID INSULATION TAPERED 1/4" / FT, R-25 C.I., MIN 3 1/2" THICK-5/8" ROOF SHEATHING-12" STEEL JOISTS @ 24" O.C. - SEE STRUCTURAL DWGS.
10A4.2
9A4.3
FINISHED CEILING BY OTHERS
ELEV. ±82'-4"4TH FLR HIGH ROOF T.O.S.
8A4.2
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ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
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A3.1WFD/JE
WALL SECTION
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3
1 SCALE 1/4" = 1'-0"WALL SECTION
NEW CURTAIN WALL
-ALUMINUM FLASHING ON-EPDM FLASHING MEMBRANE ON-5/8" RATED DENSGLASS-2" GALV. HORIZONTAL "Z"-2" MINERAL FIBER "CAVITY ROCK MD" INSULATION-5/8" RATED DENSGLASS-VAPOR BARRIER-5/8" GWB
OFFICESPACE
401
OFFICESPACE
301
CORRIDOR201
FINISHED FLOOR BY OTHERS
FINISHED FLOOR BY OTHERS
7A4.3
1'-0
"
44.5
10'-3
15/
16"
OFFICESPACE
501
RETAILSPACE
RT-7
INT.ATRIUM
102
RETAILSPACE
RT-4
CORRIDOR002
2A4.3
7A4.3
12'-0
"12
'-0"
12'-0
"
69'-2
1/2
"
8'-8
1/4
"3'
-3 3
/4"
2'-7
1/2
"7'
-0"
1
PTD STEEL CHANNEL
2
ALL
NEW
CO
NST
RU
CTI
ON
2'-4
1/2
"
4'-0
"
7'-5
3/8
"2'
-3 1
/2"
10'-0
"
PTD STEEL CHANNEL
HIGH DENSITY FIBER-CEMENTPANEL SYSTEM
CONTINUOUS BREAK METAL W/MIN. SEAMS, V.I.F.1/2" EXT. GRADE SHEATHING@ ALL SIDES 2"X3" CONT. ALUMN.TUBE W/ PERPENDICULAR 2"X3" ALUM.TUBE ATTACHMENT
NEW STORE FRONT
CURTAIN WALL
HIGH DENSITY FIBER-CEMENTPANEL SYSTEM
WALL TYPE 2:METAL PANEL-ALUMINUM "LEGACY" PANEL SYSTEM BY 'IMETCO':-.050" THICK ALUMINUM 'FLATLOCK' PANEL SYSTEM ATTACHED TO-'IMETCO' ALUMINUM VENTED HAT CHANNELS,-SCREWED INTO STEEL STUDS THROUGH-2" THICK "COMFORBOARD 110" BY 'ROCKWOOL'-5/8" DENSGLASS SHEATHING-5 1/2" STEEL STUD FRAMING, 18 GA MIN-AIR+MOISTURE BARRIER MEMBRANE ADHERED TO FACE OF SHEATHING-PRIME SHEATHING AS REQUIRED.
ROOF ASSEMBLY TYPE 1:ASSEMBLY R-25 C.I.-.090" ECOWHITE PLATINUM EPDM MEMBRANE-1/4" PROTECTION BOARD-RIGID INSULATION TAPERED TO DRAINS, MIN THICKNESS 3 1/2"-10 MIL VAPOR BARRIER-7/8" PLYWOOD SHEATHING-STEEL JOISTS, SEE STRUCTURAL DWGS
WALL TYPE 1:HIGH DENSITY FIBER-CEMENT PANEL SYSTEM-HIGH DENSITY FIBER CEMENT PANEL ATTACHED TO-BLACK EXPANDABLE FOAM TAPE ATTACHED TO-ALUMINUM VERTICAL CHANNELS ATTACHED TO-2" GALV. HORIZONTAL "Z" FURRING ATTACHED THROUGH-5/8" RATED DENSGLASS INTO-5 1/2" STEEL STUD FRAMING, 18GA MIN-2" MINERAL FIBER "CAVITY ROCK MD" INSULATION-AIR+MOISTURE BARRIER MEMBRANE ADHERED TO FACE OF DENSGLASS-5 1/2" FIRE-RESISTANT UNFACED FIBERGLASS-10 MIL VAPOR BARRIER-5/8" GWB
STRUCTURAL GLASS GUARDRAILATTACHED TO 4 1/4" ALUM. SHOE
SHAKESHACK
RT-5
SHAKESHACK
RT-5
RETAILSPACE
RT-2
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR- T.O.SHTG
ELEV. ±71'-6"NEW 4TH FLOOR- T.O.CONC
ELEV. ±81'-4"NEW MEZZANINE FLOOR
ELEV. ±90'-8 1/2"ROOF T.O. SHTG.
ELEV. ±21'-6"LOWER LEVEL
SIM.
ROOF ASSEMBLY TYPE 3:ASSEMBLY R-25 C.I.-.090" ECOWHITE PLATINUM EPDM MEMBRANE W/-WALK-PADS-1/4" PROTECTION BOARD-RIGID POLYISO INSULATION TAPERED TO DRAINS,MIN THICKNESS 3 1/2"-EXISTING SHEATHING AND ROOF STRUCTURE
2A4.2
3A4.3
1A4.2
4A4.3
3A4.3
1A4.3
3'-0"
3'-0
"
GLASS GUARDRAIL:-STRUCTURAL GLASS GUARDRAIL WITH STAINLESS STEEL CAPCONNECTED TOGALV STEEL CONT ANGLE WITH NEOPRENE SEPARATION.POST DOWN AT 4' INTERVALS WITH3" X 3" GALV STEEL POSTS TOSTRUCTURAL STEEL BEAM.ROOF FLASH AROUND POSTS.ROOF DECK:-'BISON' PEDESTAL SYSTEM-2'X2' WOOD PANELS
ELEV. ±91'-3 1/2"T.O. ROOF SURFACE
SIM.
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ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A3.2WFD
WALL SECTION
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OFFICESPACE
501
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-4"NEW MEZZANINE FLOOR
ELEV. ±90'-8 1/2"ROOF T.O. SHTG.ELEV. ±91'-3 1/2"T.O. ROOF SURFACE
AA.4
1 SCALE 1/4" = 1'-0"WALL SECTION
7'-1
0 1/
2"7'
-10
1/2"
8'-2
1/2
"
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-4"NEW MEZZANINE FLOOR
AA.4
1 SCALE 1/4" = 1'-0"WALL SECTION
7'-1
0 1/
2"8'
-2 1
/2"
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57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A3.3WFD/JE
WALL SECTION
![Page 10: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/10.jpg)
EXISTINGCMU WALL
2HR FIRE RATING
10'-9
"
7'-6"
EXISTING
NEW
ELECTRICALROOMRT-1D
J
5'-3 1/2"
1 SCALE 1/4" = 1'-0"WALL SECTION
⅊GALV. STEELMECHANICAL
PLATFORM
WATERPROOFMEMBRANE
LEAD COATEDCOPPER
FLASHING
EXISTING ROOF
WALL TYPE 3:AAC WALL-STUCCO FINISH ON-4" OUTER AAC BLOCK-3 1/2" FIRE-RESISTANT UNFACED FIBERGLASS-4" METAL STUD W/ STRAP BRACING AS REQD.-METAL ANGLES ATTACHED TO STUDS ANDBLOCK PER MANUFACTURER SPECS-VAPOR BARRIER-5/8" GWB
OFFICESPACE
401
STAIRCORR
302
RETAILRT-3B
12'-0
"12
'-0"
12'-0
"
59'-6
"
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-6"NEW MEZZANINE FLOOR
ELEV. ±21'-6"LOWER LEVEL
10'-6
"10
'-0"
SIM.
GALV. STEELMECHANICAL
PLATFORM
NEW 4" CONC. SLABWITH SNOW MELT TUBES
GALV. FRAMINGGALV. MESH
PANELS 3'-6
"3'
-6"
14'-2
3/8
"
2" RIGID INSULATION ONDRAINAGE BOARD ON
SHEETWATERPROOFING
SLAB ONGRADE
ONCOMPACTED
GRAVEL
CONC SLAN ONWATERPROOFING ON2" RIGID INSULATION.
UES WATERSTOPS AT ALLCONCRETE CONSTRUCTION
JOINTS AT THIS LEVEL
3'-6
"
SHAKESHACK
5A4.8
8A4.8
4A4.8
2A4.7
3A4.7
4A4.9
6" SLAB ON METAL DECK
1/2" DRAINAGE BOARD ON5" RIGID INSULATION (R-25) ONSHEET WATERPROOFING ONCONCRETE SLAB ON DECK.CREATE 1/4" SLOPE TO DRAINSAT TOP OF CONCRETE SLAB
1'-2
5/1
6"
3'-6
"
H J.9
7A4.8
ELECTRICALROOMRT-1C
6 5.9
3 SCALE 1/4" = 1'-0"WALL SECTION
STEEL CAP BEAM - SEESTRUCTURAL DRAWINGS
EXISTING CMU WALLTO BE REINFORCED IN
PLACES- SEE STRUCTURAL
DRAWINGS
1-HR 4" AAC BLOCK WALL
FLASHING OVERPARKING GARAGE
PARAPET
1HR RATEDSEPARATION FLOOR
35'-3
3/4
"
RELIEVING ANGLE WITHSLOTTED JOINTS FOR
SITE ADJUSTMENT.SUPPORT ANGLE OFANGLES WELDED TO
BOTTOM ON BEAM
STUCCO FINISH
±2 1/4"
ABUTTING PARKINGGARAGE
3 3/4"
1HR
FIR
ESE
PAR
ATIO
N W
ALL
2 H
R F
IRE
SEPA
RAT
ION
WAL
L
WATERPROOFING
ELEV. ±33'-6"1ST. FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±91'-6"ROOF TO SHTG
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-6"NEW MEZZANINE FLOOR
6 5.9
EXISTING CMU WALLTO BE REINFORCED IN
PLACES- SEE STRUCTURAL
DRAWINGS
1-HR 4" AAC WALL
HIGH DENSITY FIBERCEMEMNT
GARAGE CIRCULATIONTOWER BEYOND
1HR
FIR
ESE
PAR
ATIO
N W
ALL
2 H
R F
IRE
SEPA
RAT
ION
WAL
L
2 SCALE 1/4" = 1'-0"WALL SECTION
STEEL CAP BEAM - SEESTRUCTURAL DRAWINGS
1HR RATEDSEPARATION FLOOR
6 5.9
HEIGHT OF WALLS VARY
EXISTING CMU WALLTO BE REINFORCED IN
PLACES- SEE STRUCTURAL
DRAWINGS
ABUTTING PARKINGGARAGE PARAPET
1-HR 4" AAC WALL WITHSTUCCO FINISH
1-HR 4" AAC WALL
STEEL CAP BEAM - SEESTRUCTURAL DRAWINGS
4 SCALE 1/4" = 1'-0"WALL SECTION
1HR
FIR
ESE
PAR
ATIO
N W
ALL
2 H
R F
IRE
SEPA
RAT
ION
WAL
L
1HR RATEDSEPARATION FLOOR
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ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A3.4WFD/ASH/LD
WALL SECTIONS
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ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±61'-0"NEW 3RD FLOOR T.O.P.
ELEV. ±71'-6"NEW 4TH FLOOR T.O.P. (TYP.)
ELEV. ±81'-4"NEW MEZZ FLR / 4TH FL ROOF T.O.SHEATHING
ELEV. ±57'-6"EXISTING ROOF
ELEVATOR CAB
±12'
-0"
12'-0
"12
'-0"
3'-6
"10
'-6"
9'-1
0"
21
4'-0
"
3 4 4.5 5
GAS METERS107
BICYCLE SHELTER106
20'-6
9/1
6"
5'-0
"
ELECTRICAL FIN TUBE RADIATORMOUNT ON EXTERIOR WALL ONLY
3 HR RATED AND INSULATEDROLL-UP DOOR FORTRANSFORMER REPLACEMENT
ELEV. ±90'-8 1/2"T.O. ROOF T.O.SHEATHING
9'-4
1/2
"
WALL CAP FOR NEW 22" x 22" KITCHEN DUCT- NEW OPENING REQUIRED IN CMU WALL
KITCHEN EXHAUST
FUTURE K.E. DUCT BY TENANT
EXTENSION TO KITCHEN EXHAUST
ENTRANCEVESTIBULE
104
ELEVATORCONTROL
ROOM305
ELEV. #2EV-2
8A4.6
10A4.6
6A4.6
9A4.6
1A4.6
3A4.6
2A4.5
1A4.5
10A4.8
9A4.5
4A4.6
SIM.8
A4.8SIM.
MECH. SCREEN
SEE ELEVATIONS FOR WINDOWTYPES
STAPLES DUCT EXTENDED
T.O.P. = TOP OF PLYWOOD
NEW CMU LINTEL
7A4.7
GAS PIPES THAT ARE REMAININGARE TO BE ROUTED THROUGH CMUWALL INTO EXISTING SECONDFLOOR CEILING SPACE
SKA-91
PAINTED STEEL CANNEL ATTACHEDBACK TO STEEL BEAM
NEW VRF UNITS - TYP.
EPDM ROOF ON RIGID INSULATIONR-38 ON CONCRETE AND METAL DECK
NEW EXHAUST FOR ELEVATOR
GALVANIZED RAILING
ONE WINDOW ADDED, ONE WINDOWMOVED
GALV. STEEL GRATING ON GALV.STEEL FRAMING
NEW GAS METER SHED
GALVANIZED LADDER
WOOD PANELS
11A4.6
ZINC OR PTD. ALUM. STANDINGMETAL STANDING SEAM PANELS
NEW DOORIN NEWOPENING
1.9
9A4.7
4" CONCRETE TOPPING SLAB ON2" RIGID INSULATION ONDRAINAGE BOARD ONWATERPROOFING ON3 HR RATED CONCRETE SLAB.
SHEET WATERPROOFING AND2" RIGID INSULATION AROUNDELEVATOR PIT
ELEVATORVENT ON CURB
SCUPPER
COMPACTOR COMPACTOR
SC STATION VAULT---
4" CONCRETE TOPPING SLAB W/SNOW MELT PIPES ON1/2" DRAINAGE BOARD W/ FILTER FABRIC ON5" RIGID INSULATION ONSHEET WATERPROOFING ONCONCRETE SLAB ON DECK
SLOPE 1%
ELEV. ±34'-6"T.O.STEEL ELEV. ±35'-10"T.O.C. HIGH PT
16 ELIOTALLEY
000
2 SCALE: 1/4"=1'-0"SECTION THROUGH SUBSTATION
EXIT---
GAS METERS---
EQUIPMENTPLATFORM
---
±9'-7
"
RAILING
NEW VRF UNITS - TYP.
REMOVABLE STAIR RAILING
ELIOT ALLEY---
±13'
-5 1
/4" ±8
'-9"
4"±6
'-9 1
/8"
3 HR RATED DOOR
ELEV. ±24'-0"ELIOT ALLEY LEVEL
42" HIGH RAILING
±11'
-7"
57 JFK ALLEY106 7'
-8"
ELEV. ±19'-6"VAULT LEVEL
1A3.4
1A3.6
12'-7
"
TRANSFORMER
7A4.6
2.4
ELEV. ±44'-11"PLATFORM @ 2ND FLOOR
ELEV. ±57'-11"PLATFORM @ 3RD FLOOR
ELEV. ±69'-11"PLATFORM @ 4TH FLOOR
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57 JFK STREETCAMBRIDGE, MA
ADDITION TO57 JFK ST
PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A3.5JE/AH/LD
SECTIONTHROUGHALLEY ANDSUBSTATION
![Page 12: STAPLES - Cambridge...Mar 10, 2020 · system - see detail ska/5e repoint at deteriorated joints - approximately 10% of surface repoint at deteriorated joints at soldier course tt](https://reader035.vdocuments.mx/reader035/viewer/2022081410/608dc47ad14d1d33c32b96d7/html5/thumbnails/12.jpg)
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST FLOOR
ELEV. ±45'-6"2ND FLOOR
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-6"NEW MEZZANINE FLR
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±91'-6"T.O. ROOF
KJ
2 SCALE: 1/4"=1'-0"SECTION THROUGH OFFICE LOBBY
12'-0
"12
'-0"
12'-0
"3'
-6"
10'-6
"10
'-0"
10'-0
"
4'-0
"
ENTRANCEVESTIBULE
104
SUSPENDED DRYWALL CEILING
EXTERIOR WALL- 1HR RATED:HIGH DENSITY FIBER CEMENT PANELSON ALUMINUM Z-CLIPS ETC.SIMILAR TO WALL TYPE 1EXCEPT USE 8" STEEL STUDS.INSIDE FINISH TO BE5'8" TYPE "X" GWB, PTDAT EXTERIOR WALLS
PENDENT FIXTURE
WOOD PANEL LOBBY FINISH ONINTERIOR WALLS
1/2" ALUMINUM REVEALS
CURTAIN WALL GLAZING SYSTEM
PORCELAIN TILE WALL BASE
GRANITE BASE
PAINTED STEEL CHANNELATTACHED BACK TO STEEL BEAM
HVAC
3A4.2
2A4.6
8A4.6
PORCELAIN TILE ONTHIN SET ADHESIVE ONCONCRETE SLAB ON GRADE-SEE STRUCTURAL DRAWINGS- ONSHEET WATERPROOFING ON2" RIGID INSULATION ONCOMPACTED GRAVEL AND SOIL PERSTRUCTURAL DRAWINGS
INSULATION
⅊
12'-0
"12
'-0"
11'-11 11/16" +/-
±3'-0 3/4"
KITCHEN EXHAUST DUCT
±14'
-9 1
/4"
NEW CONCRETEFOUNDATION WALL-SEE STRUCTURAL DRAWINGS
1'-2
"
4"
ELEV. ±45'-6"2ND FLOOR
ELEV. ±21'-6"LOWER LEVEL
ELEV. ±33'-6"1ST FLOOR
ELEV. ±61'-0"NEW 3RD FLOOR
ELEV. ±71'-6"NEW 4TH FLOOR
ELEV. ±81'-4"4TH FLOOR ROOF
ELEV. ±57'-6"EXISTING ROOF
ELEV. ±24'-0"ELIOT ALLEY LEVEL
6"
HOUSE ELECTRIC ROOM---
J H G
12'-0
"
±10'
-1"
NEW SLAB TO BE 1'-11" BELOWEXISTING BASEMENT SLAB
10'-0"
ELEV. ±17'-6"ORIGINAL LOWER LEVEL
ORIGINAL CONC. SLAB, V.I.F.
EXISTING FILL MATERIAL, V.I.F.
ORIGINAL STRAP BEAM, V.I.F.
1 SCALE 1/4" = 1'-0"CROSS SECTION THROUGH SUBSTATION
EXISTING FLOOR
CUT NEW OPENING IN FOUNDATIONWALL W/ NEW STEEL BEAMEXISTING MASONRY TO BE SHOREDAND SUPPORTED AS REQUIRED
EXISTING FLOOR
3-HR 8" CMU WALL
EXISTING STEEL BEAM
EXISTING CONC. SLAB
NEW 3-HR STEEL BEAM
EXISTING EXTERIOR WALL OF96 WINTHROP ST
4'-0"
HOUSEGEAR
SWITCHGEAR
STEEL BEAMS
±11'
-2 3
/8"
96 WINTHROP---
ALLEY---
4" CONCRETE TOPPING SLAB ON2" RIGID INSULATION ONDRAINAGE BOARD ONWATERPROOFING ON3 HR RATED CONCRETE SLAB.
EQUIPMENT PLATFORM
ELEV. ±19'-6"VAULT LEVEL2'
-0"
4"7'
-9"
ELEV. ±37'-4 3/4"96 WINTHROP 1ST FLOOR
10'-1
"
8'-6
7/1
6"TRANSFORMER
±2'-0"
CMU TO FILLED TO ACHIEVE 3 HR RATINGAS REQD
EXISTING FOUNDATIONOF 96 WINTHROP
NEW 3 HR CONCRETE FLOOR
SC STATION VAULT---
ELEV. ±71'-6"PLATFORM AT 4TH FLOOR
ELEV. ±57'-11"PLATFORM AT 3RD FLOOR
ELEV. ±44'-11"PLATFORM AT 2ND FLOOR
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DRAWING TITLE
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PRICING SET 23 FEB 2016
21 DEC 2017PHASE 2 PERMIT
PHASE 2 RE-PERMIT 12 FEB 2020
PHASE 2 CD SET 27 JUL 2018
8 DEC 2017REV PARTIAL PERMIT
8 SEPT 2016PARTIAL PERMIT
A3.6WFD/ASH/LD/JE
SECTIONTHROUGHELEVATOR # 2LOBBY