estabrook residence owner: architect: contractor: roof ... · 2/26/2020 · architect: derek...
TRANSCRIPT
PROJECT SITE
PROJECT DIRECTORY
OWNER:Todd Estabrook69 Rutland St. #3Boston MA, 02118PHONE: (339) 222-4810EMAIL: [email protected]
APPLICABLE CODES BOSTON, MASSACHUSETTS
DESCRIPTION CODE REFERENCE REQUIREMENT PROPOSED
GENERAL
CONSTRUCTION TYPE
CODE SUMMARY
1. BUILDING : 780 CMR 9th EDITION
LOCATION MAP
ARCHITECT:Derek Rubinoff, Architect82 Spring StreetWest Roxbury, MA 02132CONTACT: Derek RubinoffMOBILE: (617) 504-2599EMAIL: [email protected]
CONTRACTOR:B H Brown Landscape DesignPO Box 170622Boston MA 02117CONTACT: Ben BrownPHONE: (617) 792-7178EMAIL: [email protected]
III B III B
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:06 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/4" = 1'-0"
CoverA0.069 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
EXISTING DECK AND HEADHOUSE
Estabrook Residence Roof Deck Repair02/26/2020 Approvals Set
Scope:
Replace the existing floor finish on an existing roof deck. The existing deck footprint will remain unchanged.
The existing building is a four-storey-plus-basement apartment building in South End. The scope of work is limited to the existing roof deck belonging to Unit #3.
No other work is proposed.
69 Rutland St. Unit #3Boston, MA 02118
Sheet List
SheetNumber Sheet Name
CurrentRevision
CurrentRevision
Date
A0.0 CoverA0.1 Mortgage Plan and Zoning
SummaryA0.2 Existing PhotosA0.3 Existing PhotosA1.1 Demolition Roof PlanA1.2 Demolition Deck ElevationsA1.3 Demolition Deck ElevationsA1.4 Demolition Building ElevationsA2.1 Proposed Roof PlanA2.2 Proposed Deck ElevationsA2.3 Proposed Deck ElevationsA2.4 Roof Head House ElevationsA2.5 Proposed Building Elevations
ZONING SUMMARY
DESCRIPTIONGENERAL
CODE REFERENCE REQUIRED/ALLOWED EXISTING
Zoning District: South End Neighborhood (Article 64)Sub District: MFR (Multifamily Residential)Overlay: Groundwater Conservation; Restricted ParkingHistoric District: South End Landmark DistrictParking Freeze Zone: Boston Proper ZoneParks Design Review: Ordinance 7.4-11Map: 1PYear Built: ~1900. Roof deck and headhouse are existing. Headhouse appears to have historic stair within; see photos.
USE RESIDENTIAL USES:THREE-FAMILY ROW HOUSE ALLOWED
§64 TABLE A
PARKING 1.0 SPACES PER DWELLING UNIT 2
3 APARTMENT UNITS
FRONT YARD MIN. DEPTH CONFORM WITH EXISTING BUILDING ALIGNMENT
§64 TABLE C CONFORMS
PROPOSED
NO CHANGE
LOT AREA MIN. FOR DWELLING UNIT §64 TABLE C N/A N/A
USABLE OPEN SPACE MIN. PER UNIT 460 SF FOR UNIT 3 (ROOF DECK)
LOT WIDTH MIN. 21'
FAR MAX. §64 TABLE C 2.0 UNIT 1 = 1,532 SFUNIT 2 = 711 SFUNIT 3 = 1,607 SF
BUILDING TOTAL = 3,850 SF (PER ASSR.)
EXISTING FAR = 2.0
NO CHANGE
BUILDING HEIGHT MAX. 70'§64 TABLE C 66' NO CHANGE
NUMBER OF STOREYS NO LIMIT§64 TABLE C 4 + HEADHOUSE NO CHANGE
REAR YARD MIN. DEPTH 20'§64 TABLE C 30'
NONE
SIDE YARD MIN. WIDTH NONE§64 TABLE C NONE
NONE
§64 TABLE C
LOT FRONTAGE MIN. 21'NONE§64 TABLE C
200 SF PER DWELLING UNIT§64 TABLE C NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
§64 TABLE H NO CHANGE
NO CHANGE
NO CHANGE
ROOF DECK STRUCTURES MUST GET BOA CONDITIONAL USE IF ALTERS THE PROFILE AND/OR CONFIGURATION OF THE ROOF OR MANSARD.
MUST BE ON A ROOF WITH < 5 DEG. SLOPE.DECK MUST BE < 12" ABOVE HIGHEST POINT ON ROOF. TOTAL HEIGHT OF BUILDING INCLUDING DECK MUST BE ≤ MAX ALLOWABLE BUILDING HEIGHT. TOP OF BULKHEAD MUST BE ≤ 30" ABOVE DECK. AN APPURTENANT HAND RAIL, BALUSTRADE, HATCH, OR BULKHEAD IS SET BACK HORIZONTALLY, 2' FOR EACH FOOT OF HEIGHT OF SUCH APPURTENANT STRUCTURE, FROM A ROOF EDGE THAT FACES A STREET MORE THAN 20' WIDE.
ROOF DECKS INCLUDING DECKING AND RAILING SHOULD NOT BE VISIBLE FROM ANY PUBLIC WAY. PARTIAL VISIBILITY OF THE RAILING MAY BE ALLOWED ON A CASE-BY-CASE BASIS....ANY VISIBLE RAILINGS MUST BE BLACK METAL.
DOES NOT ALTER THE ROOF OR MANSARD PROFILE.
EXISTING DECK HEIGHT APPEARS TO BE <12" ABOVE THE HIGHEST POINT OF THE ROOF (DIFFICULT TO DETERMINE WITHOUT EXPLORATORY DEMOLITON). TOP OF EXISTING HEADHOUSE IS WITHIN OVERALL ALLOWED BUILDNG HEIGHT BUT 6'-10" ABOVE THE TOP OF THE DECK (>30" ABOVE TOP OF DECK; NEEDS ZONING RELIEF). EXISTING ROOF SLOPE IS SLIGHTLY LESS THAN 5 DEGREES.
DECK IS NOT VISIBLE FROM PUBLIC WAYS; SEE PHOTOS. FRONT AND REAR EDGE OF RAILINGS ARE PARTIALLY VISIBLE.
§64-34
SOUTH END LANDMARKS DISTRICT CRITERIA I.(F)
PROPOSED CONFORMS (WOULD MATCH EXISTING; SEE PHOTOS).
ROOF DECK HEIGHT WOULD MATCH EXISTING. NO PROPOSED CHANGES TO EXISTING HEADHOUSE.
NO CHANGE TO EXISTING CONFIGURATION, EXCEPT ANY WOOD RAILINGS VISIBLE FROM PUBLIC WAYS WILL BE CHANGED TO METAL RAILINGS. EXISTING METAL RAILINGS AT FRONT AND REAR WILL BE RE-INSTALLED BUT WILL HAVE HEIGHT INCREASED TO 42" ABOVE DECK IN ACCORDANCE WITH 780 CMR.
LOT AREA §64 TABLE C LOT SIZE: 1,890 SF (21' x 90') NO CHANGEPARCEL 0900460000
ADDITIONAL LOT AREA FOR DWELLING UNIT
§64 TABLE C N/A N/ANONE
REAR YARD MAX OCC BY ACCESSORY 25%§64 TABLE C NONE NO CHANGE
460 SFDeck Open Space Area
Open Space Area Legend
Usable Open Space
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:12 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
As indicated
Mortgage Plan and Zoning SummaryA0.169 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
Author2020-02-26
1" = 30'-0"1 Mortgage Plan1" = 10'-0"2 Roof Deck Open Space Area Plan
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:23 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
Existing PhotosA0.269 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
Author2020-02-26
EXISTING COMPOSITE DECK FLOORING
EXISTING COMPOSITE RAILINGS
EXISTING METAL RAILINGS.
EXISTING COUNTER AND GRILL
EXISTING PARAPET AND COPING
EXISTING CLAPBOARD HEAD HOUSE
EXISTING COMPOSITE DECK SCREEN
EXISTING FURNITURE AND PLANTERS ON THE DECK
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:37 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
Existing PhotosA0.369 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
Author2020-02-26
DECK IS BARELY VISIBLE FROM STREET OR FROM REAR ALLEY. EXISTING FOURTH FLOOR IS PRESENTLY BUILT OUT AT FRONT AND REAR.
VIEW LOOKING SOUTH SHOWS OTHER
NEIGHBORING ROOF DECKS
VIEW LOOKING NORTH SHOWS
OTHER NEIGHBORING ROOF
DECKS
EXISTING HEADHOUSE
HISTORIC STAIR WITHIN EXISTING HEAD HOUSE
NOTE:THE ONLY PROPOSED CHANGE FROM THE EXISTING FROM THE POINT OF VIEW OF THOSE ON A PUBLIC WAY IS THAT ALL VISIBLE (FROM A PUBLIC WAY) RAILINGS WILL BE BLACK METAL.
DN
DN
8' - 3 5/8" 33' - 0 7/8" DECK 5' - 3 1/8"
18' -
5 1
/2"
18' -
10"
5 7/
8"
8' - 5" 6' - 7 1/4" 18' - 0 5/8"
8' - 3 5/8" 9' - 11 7/8"
HEADHOUSE
12' - 10" 10' - 3" 5' - 3 1/8"
55' - 6 1/4"
54' - 0 1/4"
19' -
3 7
/8" D
ECK
A1.2
1
A1.2 2A1.3
1
A1.32
8' - 3 5/8" 9' - 11 7/8" 23' - 1" 5' - 3 1/8"
RU
TLAN
D S
TREE
T (B
ELO
W)
ADJACENT BUILDING
ADJACENT BUILDING
REA
R (W
EST
HAV
EN S
TREE
T BE
LOW
)
AREA OF CONTRACT
EXISTING HEADHOUSE AND IN-UNIT STAIR TO BELOW.TO REMAIN.
DEMOLISH EXISTING COMPOSITE RAILINGS AND POSTS, TYPICAL.
EXISTING CHIMNEY
EXISTING CONDENSER (NOT VISIBLE FROM STREET; SCREENED AT
SIDES)
EXISTING CHIMNEY
EXISTING GUTTER
REMOVE EXISTING METAL RAILINGS AND SAVE FOR REUSE.
EXISTING GUTTER
EXISTING EXTERIOR KITCHEN TO REMAIN. DISCONNECT EQUIPMENT AND STORE FOR
REUSE.
2.08%
2.08%
1
2
A2.5 1
A2.52
HEA
DH
OU
SE
4' -
8 1/
4"
EXISTING TURFED PAD FOR DOGS.
REMOVE EXISTING LOW-HEIGHT WOOD STORAGE TRUNKS AND SAVE.
REMOVE EXISTING
WOOD SCULPTURE
PEDISTALS AND SAVE.
REMOVE EXISTING PLANTERS AND SAVE.
REMOVE FURNISHING AND SAVE
DEMOLITION NOTES
DEMOLISH THE EXISTING DECK FLOORING ONLY; DECK STRUCTURE TO REMAIN.
REMOVE ALL EXISTING FURNITURE, COUNTER, GAS GRILL, SINK (UNCONNECTED) AND PLANTERS AND SAVE FOR FUTURE USE.
1
2
EXISTING PARTITION
DEMO PLAN LEGEND
TO BE DEMOLISHED
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:42 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
As indicated
Demolition Roof PlanA1.169 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/4" = 1'-0"1 Demolition Roof Plan
3' -
3"
1' -
9"
AREA OF CONTRACT
DEMOLISH EXSITING COMPOSITE DECK FLOORING; DECK STRUCTURE TO REMAIN.
REMOVE COMPOSITE DECK SCREEN AND COMPOSITE RAILING AND SAVE FOR REUSE, TYPICAL.
EXISTING CLAPBOARD HEAD HOUSE WITH COPPER GUTTERS ENTIRELY TO REMAIN.
EXISTING EPDM MEMBRANE TO REMAIN.
EXISTING EPDM MEMBRANE TO REMAIN.
EXISTING GUTTER TO REMAIN.
REMOVE EXISTING PLANTERS AND SAVE FOR REUSE.
REMOVE EXISTING EQUIPMENT AND SAVE FOR REUSE. CAP CONNECTIONS.
TOP
OF
HIG
HES
T PO
INT
ON
RO
OF
TOP
OF
DEC
K 10
1/8
" ABO
VE
Top of Roof Ridge54' - 8 1/8"
AREA OF CONTRACTDEMOLISH EXSITING COMPOSITE DECK
FLOORING; DECK STRUCTURE TO REMAIN.
REMOVE EXISTING METAL AND COMPOSITE RAILING.STORE METAL RAILING FOR REUSE.
EXISTING PARAPET TO REMAIN, TYPICAL.
REMOVE COMPOSITE DECK SCREEN AND COMPOSITE RAILING. REMOVE EXISTING
COUNTER, EQUIPMENT, AND PLANTERS FOR REUSE.
Top of Roof Ridge54' - 8 1/8"
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:46 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/4" = 1'-0"
Demolition Deck ElevationsA1.269 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/4" = 1'-0"1Demolition Exterior Elevation Facing Northat Headhouse
1/4" = 1'-0"2 Demolition Exterior Elevation Facing East
AREA OF CONTRACT
DEMOLISH EXISTING COMPOSITE DECK FLOORING; DECK STRUCTURE TO REMAIN.
DEMOLISH EXISTING COMPOSITE RAILING.
EXISTING GUTTER.
EXISTING EPDM ROOF TO REMAIN.
DEMOLISH THE EXISTING CLAPBOARD WALL FOR INSTALLING NEW METAL RAILING.
REMOVE COMPOSITE DECK SCREEN AND COMPOSITE RAILING AND SAVE FOR REUSE, TYPICAL.
EXISTING GUTTER
Top of Roof Ridge54' - 8 1/8"
AREA OF CONTRACT
DEMOLISH EXISTING COMPOSITE DECK FLOORING; DECK STRUCTURE TO REMAIN.
REMOVE EXISTING METAL RAILING AND SAVE FOR REUSE.
REMOVE EXISTING PLANTERS AND SAVE FOR REUSE, TYPICAL.
EXISTING DEMISING WALL COPING TO REMAIN, TYPICAL.
Top of Roof Ridge54' - 8 1/8"
TYPICAL: REMOVE PEDISTAL FURNISHINGS (FOR SCULPTURES); SAVE.
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:50 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/4" = 1'-0"
Demolition Deck ElevationsA1.369 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/4" = 1'-0"1 Demolition Exterior Elevation Facing South
1/4" = 1'-0"2 Demolition Exterior Elevation Facing West
First Floor6' - 3"
Second Floor18' - 3"
Fourth Floor42' - 3"
Third Floor30' - 3"
Top of Roof Ridge54' - 8 1/8"
REMOVE EXISTING METAL RAILING AND SAVE FOR REUSE.
EXISTING HEADHOUSE TO REMAIN
AREA OF WORK
First Floor6' - 3"
Second Floor18' - 3"
Fourth Floor42' - 3"
Third Floor30' - 3"
HEI
GH
T AB
OVE
AVE
RAG
E G
RAD
E
65' -
8 1
/2"
HEI
GH
T AB
OVE
TO
P O
F D
ECK
6' -
9 1/
4"
TOP
OF
DEC
K <
12" A
BOVE
TO
P O
F R
OO
F R
IDG
E10
1/8
"
8.72%
REMOVE EXISTING METAL RAILING AND SAVE FOR REUSE.
EXISTING HEADHOUSE TO REMAIN
Top of Roof Ridge54' - 8 1/8"
AREA OF WORK
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:49:55 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/8" = 1'-0"
Demolition Building ElevationsA1.469 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/8" = 1'-0"2 Rear (East) Building Demolition Elevation
1/8" = 1'-0"1 Front (West) Building Demolition Elevation
DN
DN
A2.2
1
2A2.32
1
A2.4
1
A2.4 2
A2.4
3 A2.44
BLAC
K M
ETAL
RAI
L IN
G
18' -
5 1
/2"
RU
TLAN
D S
TREE
T (B
ELO
W)
ADJACENT BUILDING
ADJACENT BUILDING
REA
R (W
EST
HAV
EN S
TREE
T BE
LOW
)
54' - 0 1/4"
5' MINIMUM
8' - 3 5/8"
METAL RAILING
10' - 5 7/8"
EXISTING HEADHOUSE TO REMAIN
11' - 10"
COMPOSITE RAILING
10' - 9"
5' MINIMUM
5' - 3 1/8"
45' - 0 7/8"
AREA OF CONTRACT
12
BLAC
K M
ETAL
RAI
LIN
G
18' -
6"
TYPICAL: REPLACE ALL COMPOSITE RAILINGS WITH NEW COMPOSITE RAILINGS.
REINSTALL EXISTING METAL RAILINGS. ADJUST HEIGHT TO BE 42" AFF.
EXISTING HEADHOUSE TO REMAIN AS IS.
INSTALL BLACK METAL RAILING.
METAL POSTS AT OUTSIDE CORNERS
(WHERE MAY BE VISIBLE FROM PUBLIC WAY)
METAL POSTS AT OUTSIDE CORNERS
(WHERE MAY BE VISIBLE FROM PUBLIC WAY)
55' - 6 1/4"
A2.52
18' -
10"
5 7/
8"
19' -
3 7
/8" D
ECK
EXISTING EPDM ROOF
EXISTING GUTTER
EXISTING GUTTER
EXISTING EPDM ROOF
2.08% 2.08%
REINSTALL TURFED PAD (ON DECK SURFACE) FOR DOGS.
REINSTALL SCULPTURE
PEDISTAL FURNISHINGS
REINSTALL FURNISHINGS
REINSTALL FURNISHING
REINSTALL PLANTERS
EXISTING CONDENER; REINSTALL SCREEN
CONSTRUCTION PLAN KEY NOTES
TYPICAL: INSTALL PVC DECK FLOORING IN PLACE OF EXISTING.
REINSTALL THE EXISTING FURNITURE, COUNTER , GAS, GRILL, AND PLANTERS ON THE REPLACED FLOORING.
TYPICAL: ALL RAILINGS ARE TO BE INSTALLED PER 780 CMR, INCLUDING STRUCTURAL REQUIREMENTS. RAILINGS HEIGHTS TO BE 42" MIN AFF. BALUSTERS 4" O.C., MAX. RE-INSTALL ANY POSTS WITH PROPER EPDM SLEVES SO AS TO MAKE WATER-TIGHT; ANY REPAIRS OR ADJUSTMENTS TO EPDM ROOF MEMBRANE MUST FOLLOW MEMBRANE MANUFACTURER'S INSTRUCTIONS. ALL ITEMS INSTALLED ON ROOF MUST BE SECURED TO RESIST WIND LOADS. ALL WORK MUST COMPLY WITH 780 CMR AND BOSTON ZONING CODE.
1
2
EXISTING PARTITION
NEW PARTITION
PLAN LEGEND
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:50:00 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
As indicated
Proposed Roof PlanA2.169 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-261/4" = 1'-0"1 Proposed Roof Plan
AREA OF CONTRACT
INSTALL NEW PVC FLOOR ON EXISTING STRUCTURE.
INSTALL COMPOSITE DECK SCREEN AND COMPOSITE RAILING.
EXISTING CLAPBOARD HEAD HOUSE TO REMAIN.
EXISTING EPDM MEMBRANE TO REMAIN.
EXISTING EPDM MEMBRANE TO
REMAIN.
INSTALL BLACK METAL RAILING. MUST RESIST LATERAL FORCES AS
REQUIRED BY CODE. TOP RAIL 42" AFF. BALLUSTERS 4" O.C.
Top of Roof Ridge54' - 8 1/8"
HIG
HES
T PO
INT
ON
RO
OF
TOP
OF
DEC
K 10
1/8
" ABO
VE
TYPICAL: BLACK METAL 2"x2" POSTS AT OUSIDE CORNERS. SECURE TO
STRUCTURE AND MEND ROOF WITH WATERTIGHT SLEVE.
3' -
6"
2.08%2.08%
5' MIN. SETBACK
5' - 3 1/8"
5' MIN. SETBACK
8' - 3 1/2"
REINSTALL EXISTING BLACK METAL RAILING. ADJUST HEIGHT TO BE 42" AFF.REINSTALL EXISTING BLACK
METAL RAILING. ADJUST HEIGHT TO BE 42" AFF.
BLACK METAL RAILING
9' - 3 3/4"
COMPOSITE RAILING
9' - 7 3/8"
REINSTALL WOOD SCULPTURE PEDISTAL FURNISHINGS, TYP.
AREA OF CONTRACT
INSTALL NEW PVC FLOOR ON EXISTING STRUCTURE IN EXACTLY THE SAME PLACE/HEIGHT.
REINSTALL EXISTING METAL RAILING. ADJUST SO TOP OF RAILING IS 42" AFF (TYPCAL). SPHERE OF 4" MUST NOT BE ABLE TO PASS THROUGH BALUSTERS (TYPICAL). ALL RAILINGS MUST RESIST LATERAL FORCES AS REQUIRED BY CODE (TYPICAL).
EXISTING PARAPET TO REMAIN, TYPICAL.
INSTALL COMPOSITE DECK SCREEN AND COMPOSITE RAILING.
Top of Roof Ridge54' - 8 1/8"
3' -
6"
16' - 6" BLACK METAL RAILING
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:50:04 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/4" = 1'-0"
Proposed Deck ElevationsA2.269 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/4" = 1'-0"1Proposed Exterior Elevation Facing North atHeadhouse
1/4" = 1'-0"2 Proposed Exterior Elevation Facing East
AREA OF CONTRACT
INSTALL NEW PVC FLOOR ON EXISTING STRUCTURE.
INSTALL PVC RAILING SYSTEM, MIN. 42" RAILING HEIGHT ABOVE DECK.
EXISTING GUTTER.
EXISTING EPDM ROOF TO REMAIN.
INSTALL 42" HIGH BLACK METAL RAILING.
Top of Roof Ridge54' - 8 1/8"
3' -
6"
REINSTALL EXISTING BLACK METAL RAILING. MODIFY TO MAKE HEIGHT 42" AFF.
REINSTALL EXISTING BLACK METAL RAILING.
MODIFY TO MAKE HEIGHT 42" AFF.
COMPOSITE 42" HIGH RAILING WITH BALUSTERS @ 4" O.C.
24' - 8 7/8"
METAL RAILING & POSTS
7' - 9 3/8"
AREA OF CONTRACT
INSTALL NEW PVC FLOOR ON EXISTING STRUCTURE.
REINSTALL EXISTING METAL RAILING. MUST RESIST LATERAL FORCES AS REQUIRED BY CODE. ADJUST HEIGHT TO BE 42" AFF.
REINSTALL EXISTING PLANTERS, TYPICAL.
EXISTING DEMISING WALL COPING TO REMAIN, TYPICAL.
Top of Roof Ridge54' - 8 1/8"
REINSTALL WOOD SCULPTURE PEDISTAL FURNISHINGS, TYP.
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:50:08 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/4" = 1'-0"
Proposed Deck ElevationsA2.369 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/4" = 1'-0"1 Proposed Exterior Elevation Facing South
1/4" = 1'-0"2 Proposed Exterior Elevation Facing West
7' -
7 3/
4"
Top of Roof Ridge54' - 8 1/8"
7' -
3 5/
8"
Top of Roof Ridge54' - 8 1/8"
6' -
3 5/
8"
ABO
VE E
XIST
ING
AN
D N
EW D
ECK
FIN
ISH
TOP
OF
EXIS
TIN
G T
O R
EMAI
N H
EAD
HO
USE
6' -
9 1/
4"
EXISTING EPDM ROOF
EXT'G DECK WITH PROPOSED FINISH (SAME HT/THICKNESS AS EXISTING)
7' -
2 7/
8"
Top of Roof Ridge54' - 8 1/8"
6' -
3 5/
8"10
1/8
"
7' -
9 3/
8"
7' -
3 3/
4"
Top of Roof Ridge54' - 8 1/8"
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:50:12 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/2" = 1'-0"
Roof Head House ElevationsA2.469 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
TK2020-02-26
1/2" = 1'-0"1 Elevation of Headhouse, Facing S1/2" = 1'-0"2 Elevation of Headhouse, Facing E
1/2" = 1'-0"3 Elevation of Headhouse, Facing N1/2" = 1'-0"4 Elevation of Headhouse, Facing W
NOTE: EXISTING CLAPBOARD HEAD HOUSE IS TO REMAIN ( NO PROPOSED CHANGES). EXISTING TO REMAIN WINDOWS AND DOOR ARE NOT VISIBLE FROM ANY PUBLIC WAY.
First Floor6' - 3"
Second Floor18' - 3"
Fourth Floor42' - 3"
Third Floor30' - 3"
Top of Roof Ridge54' - 8 1/8"
HEI
GH
T AB
OVE
AVE
RAG
E G
RAD
E
65' -
8 1
/2"
8.72%
REINSTALL EXISTING BLACK METAL RAILING
EXISTING HEADHOUSE TO REMAINAREA OF WORK
First Floor6' - 3"
Second Floor18' - 3"
Fourth Floor42' - 3"
Third Floor30' - 3"
Top of Roof Ridge54' - 8 1/8"
REINSALL EXISTING METAL RAILING
EXISTING HEADHOUSE TO REMAIN
AREA OF WORK
JOB #:SCALE:DATE:DWN BY:CROSS REF:
3/27/2020 9:50:17 AM Z:\Jobs\Estabrook Residence\REVIT\69 Rutland St. corrected.rvt
1/8" = 1'-0"
Proposed Building ElevationsA2.569 Rutland St. Unit #3
Boston, MA 02118
1960Estabrook Residence Roof Deck Repair
Author2020-02-26
1/8" = 1'-0"1 Front (West) Building Proposed Elevation1/8" = 1'-0"2 Rear (East) Building Proposed Elevation