19-073_30PleasantStreetLiftRenovation for:
GI001 TITLE SHEET
GC101 OVERVIEW FLOOR PLANS
A101 FLOOR PLANS
A201 ELEVATIONS & SECTIONS
BUILDING CODES AND STANDARDS GENERAL NOTES INDEX TO DRAWINGS
CONSTRUCTION CLASSIFICATION
OCCUPANCY CLASSIFICATION
APPLICABLE CODES & STANDARDS
1.MASSACHUSETTS STATE BUILDING CODE (780 CMR); 9TH EDITION
2.INTERNATIONAL EXISTING BUILDING CODE (IEBC); 2015 EDITION
3.INTERNATIONAL MECHANICAL CODE (IMC); 2015 EDITION
4.MASSACHUSETTS PLUMBING & FUEL GAS CODE (248 CMR)
5.PORTIONS OF THE INTERNATIONAL FIRE CODE (IFC); 2015 EDITION
6.NFPA 101 LIFE SAFETY CODE; 2015 EDITION
7.INTERNATIONAL ENERGY CONSERVATION CODE (IECC); 2015 EDITION
8.MASSACHUSETTS ARCHITECTURAL ACCESS BOARD REGULATIONS (521 CMR)
9.MASSACHUSETTS ELECTRIC CODE (527 CMR)
R-2
TYPE 5
1.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL WORK THAT IS SHOWN ON THE CONTRACT DRAWINGS THAT IS NOT SPECIFICALLY IDENTIFIED TO BE THAT OF A SUB-CONTRACTOR, INCLUDING ALL
WORK THAT IS DESCRIBED BY THE CONTRACT DOCUMENTS THAT IS NOT IDENTIFIED AS BEING ANY SPECIFIC CONTRACTOR'S RESPONSIBILITY. THE SCOPES OF WORK OF THE INDIVIDUAL FIELD
SUB-CONTRACTORS ARE IDENTIFIED IN THEIR RESPECTIVE SPECIFICATION SECTIONS.
2.THE GENERAL CONTRACTOR WILL PROVIDE BARRICADES, TEMPORARY LIGHTS, TEMPORARY TELEPHONE SERVICE, AND CLEAN-UP SERVICE TO THE WORK AREA.
3.THE GENERAL CONTRACTOR WILL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL COORDINATE WORK ACCORDINGLY
WITH ALL SUBCONTRACTORS AND THE OWNER.
4.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN-UP AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP.
5.THE GENERAL CONTRACTOR WILL PERFORM MINOR SPACKLING AND REPAIRS TO EXISTING WALLS THROUGHOUT THE WORK AREA, AS IS REQUIRED IN PREPARATION FOR NEW FINISHES.
6.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL WORK IN ACCORDANCE WITH THE APPLICABLE STATE BUILDING CODE, CURRENT EDITION, WITH ALL OF ITS
REFERENCED PUBLICATIONS AND ALL OTHER APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND REGULATIONS.
7.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL WORK PERFORMED IS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION'S LIFE SAFETY CODE (NFPA 101),
CURRENT EDITION.
8.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS APPLICABLE TO THE SCOPE OF WORK, AS REQUIRED BY THE
OWNER, AND AS REQUIRED FOR REGULATORY COMPLIANCE.
9.THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR THE REQUIRED INSURANCES PRIOR TO STARTING THE WORK.
10.THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS, AND CERTIFICATES OF COMPLIANCE AS REQUIRED.
11.THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE OWNER'S "INTERIM LIFE SAFETY POLICY" DURING THE ENTIRE CONSTRUCTION PERIOD.
NEW ENCLOSED VERTICAL
PERSONAL PLATFORM LIFT
DWYER RESIDENCE
30 PLEASANT STREET #6
NORTHAMPTON, MASSACHUSETTS 01060
3/10/2020 5:16 PMTITLE SHEET
GI001
GS
SEAL:
MARK DATE ISSUE
-03/10/2020 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
19-073
REK
REK
03/10/2020
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
New Enclosed Vertical
Personal Platform Lift
Dwyer Residence
30 Pleasant Street, #6
Northampton, MA 01060
Renovation for:
PROJECT:
DN
DN
UP
DN
UP
DN
DN
ROOM NAME AND ROOM NUMBER
DOOR NUMBER
NEW WALL CONSTRUCTION
EXISTING CONSTRUCTION
WALL TYPE
NEW HALF WALL CONSTRUCTION (U.N.O.)
ROOM
NAME
XXX
XXX
1
PROJECT AREA
CEILING - MOUNTED EXIT SIGN
WALL - MOUNTED EXIT SIGN
EMERGENCY LIGHT
LEGEND
KEY PLAN
SCALE: NOT TO SCALE
-
-
EXISTING CONSTRUCTION ABOVE
APPROXIMATE LINE OF UNIT BOUNDARY
(SHOWN JUST OUTSIDE ACTUAL BOUNDARY FOR CLARITY)
AREA OF NO RENOVATION
STORAGE
UP
UP
ACCESS
STAIRWAY TO
UNIT #6-G ABOVE CORRIDOR
(COMMON)
ELECTRIC METERS
3
A101
EXISTING BRICK WALL (BELOW)3'-10"8'-412"+/-
1114"
5'-6" CLEAR8"8"3'-1134" MINNEW FOUNDATION WALL WITH
FOOTING (BELOW)
AREA OF INFILL (4" THICK MINIMUM)
BETWEEN EXISTING FLOOR SLAB
AND NEW FOUNDATION
NEW ELEVATOR PIT SLAB,
MINIMUM 4" THICK
UNIT 5
REF.
UNIT 1
KITCHEN
UP
UNIT 6UNIT 6
CLOSET
CLOSET
TOILET
UP
VESTIBULE
(UNIT 6)
MECH.
KITCHEN
UP
UP
LINE OF LOFT
ABOVE
LINE OF LOFT
ABOVE
LINE OF LOFT
ABOVE
E.P.
E.P.
UNIT 6
DECK AREA
REF.
AREA OF UNIT 6
EXCLUSIVE USE
PROJECT AREA
4'-4"5'-6"CLEAR
3'-712" CLEAR1'-0"
1'-63
4"
TO F.O.
STUD
LINE OF NEW
ROOF ABOVE
1
A101 LIFT
DN
UNIT 1-G
TOILET
DN
GARAGE
(UNIT 6-G)SIDEWALKPROJECT AREA
ACCESS
STAIRWAY TO
BASEMENT
2
A101
REMOVE EXISTING COURSE OF
CMU OVER BRICK WALL
EXISTING
ELECTRICAL
SERVICE FOR
BUILDING
NEW STEPPED
CONCRETE SLAB
OVER EXISTING
DIRT FLOOR
EXISTING
MASONRY
OPENING W/
(ASSUMED)
WOOD
FRAMED INFILL
5'-6"CLEAR
3'-512" CLEAR1'-714"
TO F.O.
STEP
3'-1134" MIN3/10/2020 5:16 PMOVERVIEW FLOOR PLANS
GC101
JR
SEAL:
MARK DATE ISSUE
-03/10/2020 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
19-073
REK
REK
03/10/2020
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
New Enclosed Vertical
Personal Platform Lift
Dwyer Residence
30 Pleasant Street, #6
Northampton, MA 01060
Renovation for:
PROJECT:PLANNORTHBASEMENT PLAN
SCALE: 1/4" = 1'-0"PLANNORTHSECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"PLANNORTHGROUND FLOOR PLAN
SCALE: 1/4" = 1'-0"
DN
UP
UP
UNIT 6
DECK AREA
LIFT
LIFT
PIT
2
A201
3
A201
1
A201 A
1
A201 A
2
A201
3
A201
2
A201
3
A201
4
A201
4
A201
4
A201
LINE OF NEW ROOF PANELS ABOVE
(FROSTED ACRYLIC SANDWICH PANELS)4'-4" NEW ROOF (ABOVE)5'-6" CLEAR
3'-712" CLEAR1'-634" WALL TO
FO FRAMING
7'-834"+/- NEW ENCLOSURE
3'-8" DOOR RO4'-1"+/- ENCLOSURE23'-112" NEW ROOF (ABOVE)
5'-6" CLEAR
3'-912" CLEAR1'-634" WALL-FO
PIT/FRAMING
7'-812"+/- NEW ENCLOSURE
3'-6" DOOR RO4'-1"+/- ENCLOSURE5'-6" CLEAR
SLAB (RECESS)3'-912" CLEARSLAB (RECESS)111
4"
+3" STEP
TO WALL
8'-412"+/- NEW CONCRETE
3'-1134"+/- NEW CONCRETE8"
(+3" STEP)134"CANTILEVER1'-612"
+/-
LINE OF 2x6 STUD WALL ABOVE
+3" STEP IN CONCRETE RAISES
(3) LVL UP TO CANTILEVER OVER
TOP OF EXISTING TO REMAIN
ELECTRICAL SERVICE
+0" LIFT PIT FLOOR
+3" STEP IN CONCRETE SLAB
BRINGS FLOOR UP TO LIFT STOP
AT DOOR
ETR ELEC
SERVICE
ETR WOOD STAIRS
EXISTING BRICK WALL
ETR ELECTRICAL SERVICE IN 4"
CONDUIT
NEW LIFT SHAFT ENCLOSURE -
2x STUD WALLS ON 3 SIDES,
PARGE ETR BRICK MASONRY
WALL ON 4TH SIDE
ETR ELECTRICAL
SERVICE
ETR WOOD STAIRS
ETR ELECTRICAL SERVICE IN 4"
CONDUIT
NEW LIFT SHAFT ENCLOSURE -
2x6 STUD WALLS ON 3 SIDES,
PARGE ETR BRICK MASONRY
WALL ON 4TH SIDE
WOOD DECKING, MODIFY AS
REQUIRED
AREA BELOW
GRADE (EARTH)
AREA OF EXISTING
GARAGE FLOOR
134"8"
(+3" STEP)
3X3 STEEL PURLINS FASTENED TO
BRACKET TOP LEG WITH 1
2" BOLTS (TYPICAL
OF 2)
STEEL BRACKETS AT 48" O.C.
(POWDERCOAT FINISH) - FASTEN TO
EXISTING BRICK WALL WITH 12" WIDE
PLATES
PROVIDE NEW ELECTRICAL FEED FROM UNIT 6
ELECTRICAL PANEL: 120 VAC, 20 AMP, 60 HZ, 1 PH
CIRCUIT THROUGH A FUSE DISCONNECT WITH
AUXILIARY CONTACT ON MAIN POWER SUPPLY. PROVIDE
(2) 18 AWG CONDUCTORS BETWEEN CONTACT AND
CONTROLLER. SEE SAVARIA LIFT INSTALLATION
DOCUMENTS FOR ADDITIONAL INFORMATION.3/12/2020 9:29 AMFLOOR PLANS & SECTION
A101
JR
SEAL:
MARK DATE ISSUE
-03/10/2020 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
19-073
REK
REK
03/10/2020
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
New Enclosed Vertical
Personal Platform Lift
Dwyer Residence
30 Pleasant Street, #6
Northampton, MA 01060
Renovation for:
PROJECT:PLANNORTHBASEMENT PLAN
SCALE: 1/2" = 1'-0"PLANNORTHSECOND FLOOR PLAN
SCALE: 1/2" = 1'-0"PLANNORTHGROUND FLOOR PLAN
SCALE: 1/2" = 1'-0"
2
A101
SECTION
1/2" = 1'-0"
3
A101
SECTION
1/2" = 1'-0"
1
A101
ELEVATION
1/2" = 1'-0"
4
A101
SECTION
1/2" = 1'-0"
T.O. EX GARAGE
T.O. CONCRETE STEP/
℄℄
T.O. LIFT TRAVEL/
T.O. EX GARAGE
T.O. CONCRETE STEP/
T.O. LIFT TRAVEL/
SLAB & FLOOR
EL = 0'-0" (REF PT)
T.O. NEW LIFT FLOOR
EL = +0'-3"
T.O. NEW DECK
EL = 14'-0"
SECOND FLOOR
EL = 14'-2"
B.O. FOOTING (BEYOND)
EL = -4'-0"
BASEMENT
T.O. EXISTING DECK
B.O. ROOF STRUC
SLAB & FLOOR
EL = 0'-0" (REF PT)
T.O. NEW LIFT FLOOR
EL = +0'-3"
T.O. NEW DECK
EL = 14'-0"
SECOND FLOOR
EL = 14'-2"
B.O. FOOTING
EL = -4'-0"
BASEMENT
T.O. EXISTING DECK
B.O. ROOF STRUC
T.O. EX GARAGE
T.O. CONCRETE STEP/
T.O. LIFT TRAVEL/
SLAB & FLOOR
EL = 0'-0" (REF PT)
T.O. NEW LIFT FLOOR
EL = +0'-3"
T.O. NEW DECK
EL = 14'-0"
SECOND FLOOR
EL = 14'-2"
MAIN ROOF
EL = 27'-2"+/-
B.O. NEW LOW ROOF
EL = 23'-3"
T.O. EXISTING DECK
B.O. ROOF STRUC
B.O. SHAFT CEILING
EL = 23'-8"
T.O. EX GARAGE
T.O. CONCRETE STEP/
T.O. LIFT TRAVEL/
SLAB & FLOOR
EL = 0'-0" (REF PT)
T.O. NEW LIFT FLOOR
EL = +0'-3"
T.O. NEW DECK
EL = 14'-0"
SECOND FLOOR
EL = 14'-2"
B.O. FOOTING
EL = -4'-0"
BASEMENT
T.O. EXISTING DECK
B.O. ROOF STRUC
(13'-5" TO EX DECK)
MAIN ROOF
EL = 27'-2"+/-
MAIN ROOF
EL = 27'-2"+/-
MAIN ROOF
EL = 27'-2"+/-
(9'-8" TO LIFT FL)
B.O. NEW LOW ROOF
EL = 23'-3"
B.O. SHAFT CEILING
EL = 23'-8"
(9'-8" TO LIFT FL)
B.O. NEW LOW ROOF
EL = 23'-3"
B.O. SHAFT CEILING
EL = 23'-8"
(9'-8" TO LIFT FL)
B.O. NEW LOW ROOF
EL = 23'-3"
B.O. SHAFT CEILING
EL = 23'-8"
(9'-8" TO LIFT FL)
NEW 8" CONCRETE SLAB AT
BOTTOM OF LIFT SHAFT WITH
THICKENED EDGE TO REST ON
ETR BRICK MASONRY WALL
EXISTING EARTH & STONE
FLOOR
EXISTING TO REMAIN
ELECTRICAL SERVICE BOX
(BEYOND) & ASSOCIATED
CONDUITS (SHOWN IN SECTION)
EXISTING TO REMAIN BRICK
MASONRY WALL
WOOD FRAMED STAIRWAY TO
BASEMENT WITH STRUCTURE
INDEPENDENT OF BRICK
MASONRY WALL
3" STEP UP IN NEW CONCRETE
SLAB, TRAVEL RAILS THIS END
EXISTING TO REMAIN FOOTING
BELOW BRICK MASONRY,
PROTECT DURING WORK
PARGE WALL FACE TO
MAKE SMOOTH & PLUMB,
MAINTAIN REQUIRED
CLEAR DIMENSION FOR
LIFT PIT BETWEEN BACK OF
ELECTRICAL SERVICE BOX
AND NEW WALL SURFACE
MODIFY EXISTING STONE
WINDOW SILL AS
REQUIRED TO FALL
BEHIND FO PARGING
INFILL EXISTING MASONRY
OPENING WITH STUD
CONSTRUCTION (16" OC)
WITH CEMENT BOARD FACE
CANTILEVER
(3) LVL OVER
ELEC SERVICE
END WALL
SHOWN W/O
PLYWOOD FOR
CLARITY
BLOCKING AT 24" OC
CENTERED ON LIFT PIT TO
SUPPORT 303
4" WIDE LIFT
TOWER WITH ATTACHMENT
POINTS AT 48"OC MAX
AT BACK OF SHAFT, BRING NEW
CONCRETE WALL & FTG DOWN
TO 4'-0" MIN BELOW EXISTING
GARAGE FLOOR SLAB (BEYOND)
34" EXTERIOR GRADE PLYWOOD
SHEATHING, CONTINUOUS TO 12"
BELOW BOTTOM OF SHAFT WALL
GALVANIZED CORRUGATED
METAL SIDING TO MATCH STAIR
TOWER
2x6 SOLE PLATE
(2) 2x6 TOP PLATE
MODIFY EXISTING ROOF & DECK
ASSEMBLIES AS REQUIRED
2x6 TOP PLATE
LINE OF NEW 8" CONCRETE SLAB
(BEYOND) AT B.O. OF LIFT SHAFT
EXISTING TO REMAIN
ELECTRICAL SERVICE BOX
(BEYOND) & ASSOCIATED
CONDUITS (SHOWN IN SECTION)
EXISTING TO REMAIN BRICK
MASONRY WALL
BOTTOM OF FOOTING TO REST
ON UNDISTURBED SOIL
EXISTING TO REMAIN FOOTING
BELOW BRICK MASONRY,
PROTECT DURING WORK
WOOD FRAMED WALLS WITH 2x4
(THIS WALL ONLY, OTHERS 2x6)
STUDS @ 16"OC
AT FRONT OF SHAFT, BRING
NEW CONCRETE WALL AND
FOOTING DOWN TO 4'-0" MIN
BELOW EXISTING GARAGE
FLOOR SLAB
34" EXTERIOR GRADE PLYWOOD
SHEATHING, CONTINUOUS TO 12"
BELOW BOTTOM OF SHAFT WALL
1
2" GWB OVER 34" PLYWOOD
OUTSIDE AT GARAGE
GALVANIZED CORRUGATED
METAL SIDING TO MATCH STAIR
TOWER
12" GWB ON ALL STUD FRAMING
MODIFY EXISTING ROOF & DECK
ASSEMBLIES AS REQUIRED
MODIFY DECKING ASSEMBLY
AND STAIRS AS REQUIRED FOR
SLAB CANTILEVER - SEE PLAN
THICKEN FRONT EDGE OF SLAB
TO REST ON AND CANTILEVER
OUT PAST FACE OF ETR BRICK
MASONRY WALL
WOOD FRAMED STAIRWAY TO
BASEMENT WITH STRUCTURE
INDEPENDENT OF BRICK
MASONRY WALL
END WALL
PLYWOOD
HEADER AS REQUIRED TO CARRY
MODIFIED ROOF MEMBERS
ABOVE - IN LIEU OF JACK STUDS
(NO ROOM), JOIST HANGER AT
EACH END
LINE OF GARAGE FLOOR
(BEHIND)
GALVANIZED CORRUGATED
METAL SIDING TO MATCH STAIR
TOWER
MODIFY EXISTING ROOF & DECK
ASSEMBLIES AS REQUIRED
EXTERIOR WALLS
GWB AT GARAGE
34" EXTERIOR GRADE PLYWOOD
SHEATHING, CONTINUOUS
GALVANIZED CORRUGATED METAL
SIDING TO MATCH STAIR TOWER
ON ALL (3) EXPOSED FACES
NEW 8" CONCRETE SLAB AT
BOTTOM OF LIFT SHAFT WITH
THICKENED EDGE TO REST ON
ETR BRICK MASONRY WALL
EXISTING EARTH & STONE
FLOOR
AT FRONT & BACK OF SHAFT,
BRING NEW CONCRETE WALL &
FOOTING DOWN TO 4'-0" MIN
BELOW EXISTING GARAGE
FLOOR SLAB
WOOD FRAMED STAIRWAY TO
BASEMENT WITH STRUCTURE
INDEPENDENT OF BRICK
MASONRY WALL (BEYOND WALL)
EXISTING TO REMAIN BRICK
MASONRY WALL (BEYOND)
EXISTING TO REMAIN
ELECTRICAL SERVICE BOX
(BEYOND) & ASSOCIATED
CONDUITS (SHOWN IN SECTION)
3" STEP UP IN NEW CONCRETE
SLAB, TRAVEL RAILS THIS END
ELECTRICAL SERVICE IN CONDUIT
(RUNS TO ROOF ABOVE)
CANTILEVER (3) LVL OVER ELEC
SERVICE (BEYOND ETR WALL)
FASTEN LVL TO CONCRETE
WITH SIMPSON ANCHORS
SIDE WALL
SHOWN W/O
PLYWOOD FOR
CLARITY
HOLD SHAFT ENCLOSURE AWAY
FROM BACK WALL - SEE PLAN
WOOD FRAMED SIDE WALL
WITH 2x4 STUDS @ 16"OC
*NOTE THAT FRONT & BACK
WALLS SHALL HAVE 2x6
STUDS
2x6 SOLE PLATE
(2) 2x6 TOP PLATE
MODIFY EXISTING ROOF & DECK
ASSEMBLIES AS REQUIRED
END WALL
SHOWN W/O
PLYWOOD FOR
CLARITY
SIDE WALL
SHOWN W/O
PLYWOOD FOR
CLARITY
4
12
CLEAR POLYCARBONATE
CURROGATED ROOF PANELS
(DURALITE PLASTICS "COVERLITE
MR9" OR EQUAL) SUPPORTED
ROOF ASSEMBLY WITH POWDER
COATED STEEL PURLINS 3"X3"X 14"
2X6 FRAMING
END WALL
PLYWOOD
12" FIRE RETARDANT TREATED
PLYWOOD CONTINUOUS INSIDE
SHAFT ENCLOSURE
WOOD FRAMED WALLS
WITH 2x4 (THIS WALL ONLY)
STUDS @ 16"OC
1
2" GWB OVER 34" PLY
OUTSIDE AT GARAGE
12" FIRE RETARD. TREATED
PLYWOOD CONTINUOUS
INSIDE SHAFT ENCLOSURE
2x6 WALL CONSTRUCTION (F&B WALLS)
1
2" GWB OVER 34" PLY
OUTSIDE AT GARAGE
12" FIRE RETARD. TREATED
PLYWOOD CONTINUOUS
INSIDE SHAFT ENCLOSURE
RETURN NEW WALL TO BACK
WALL OF GARAGE, CREATE
ACCESS PANEL(S) AS REQUIRED
RETURN NEW WALL TO MASONRY
WALL, CREATE ACCESS PANEL(S)
AS REQUIRED
#5 BARS, FROM FRONT FOOTING
UP THROUGH FOUNDATION
WALL ACROSS SLAB DOWN
BACK FOUNDATION WALL INTO
FOOTING, AT 12" O.C
(3)#5 BARS LENGTH OF
FOOTING
(2)#5 BARS LENGTH OF WALL
6X6 1010 WWF MAT AT ENTIRE
PIT SLAB
ALL CONCRETE TO BE 3000# AT
28 DAYS
ALL REBAR SHALL BE
UNCOATED STEEL - USE STEEL
WIRE WRAP FOR FASTENING
3'-9"
4'-0"
4'-412"
0.050 ALUMINUM FLASHING TO
EXISTING BRICK
POWDER COATED STEEL
BRACKETS - 4" X 4" X 14" TUBE
WITH 12" WIDE X 14" FLAT PANELS
AT BRICK FACE - FASTEN WITH 4"
X 12" EXPANSION BOLTS
CLEAR POLYCARBONATE
CURROGATED ROOF PANELS
(DURALITE PLASTICS "COVERLITE
MR9" OR EQUAL) SUPPORTED
ROOF ASSEMBLY WITH POWDER
COATED STEEL PURLINS 3"X3"X 14"
0.050 ALUMINUM FLASHING TO
EXISTING BRICK
POWDER COATED STEEL
BRACKETS - 4" X 4" X 14" TUBE
WITH 12" WIDE X 14" FLAT PANELS
AT BRICK FACE - FASTEN WITH 4"
X 12" EXPANSION BOLTS
CLEAR POLYCARBONATE
CURROGATED ROOF PANELS
(DURALITE PLASTICS "COVERLITE
MR9" OR EQUAL) SUPPORTED
ROOF ASSEMBLY WITH POWDER
COATED STEEL PURLINS 3"X3"X 14"
0.050 ALUMINUM FLASHING TO
EXISTING BRICK
CLEAR POLYCARBONATE
CURROGATED ROOF PANELS
(DURALITE PLASTICS "COVERLITE
MR9" OR EQUAL) SUPPORTED
ROOF ASSEMBLY WITH POWDER
COATED STEEL PURLINS 3"X3"X 14"
0.050 ALUMINUM FLASHING TO
EXISTING BRICK
2" FV3'-91
2" CLEAR
FINISHED PIT WIDTH
2'-0"EQEQ
2" FV3'-91
2" CLEAR
FINISHED PIT WIDTH
912" CANTILEVER
(134" BEYOND FO BRICK)
3'-1134" MIN SLAB WIDTH
3'-712" CLEAR
4'-1" +/-
4'-134"+/-
5'-6" CLEAR
FINISHED PIT LENGTH
5'-6" CLEAR
4'-3"2'-0"3"2'-0"3/12/2020 10:50 AMELEVATION & SECTIONS
A201
JR
SEAL:
MARK DATE ISSUE
-03/10/2020 PERMIT SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
19-073
REK
REK
03/10/2020
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
New Enclosed Vertical
Personal Platform Lift
Dwyer Residence
30 Pleasant Street, #6
Northampton, MA 01060
Renovation for:
PROJECT: