Lia Honda Northampton - Full SetSealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:24 PMDESIGNERAUTHORCHECKERPERMIT8/24/20COVER SHEET & CODEREVIEWNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019T100293 KING STREETNORTHAMPTON, MA 01060LIA HONDA NORTHAMPTON CHANGE UP 2019
293 KING STREET
NORTHAMPTON, MA 01060
rendering by CHANGE UP
it is a representation not an exact image
rendering by CHANGE UP
it is a representation not an exact image
ARCHITECT:OWNER:CONTRACTOR:STRUCTURAL ENGINEER:SITE/CIVIL ENGINEER:MECHANICAL/ELECTRICAL ENGINEER:
RE4ORM ARCHITECTURE
323 CLINTON STREET
SCHENECTADY, NY 12305
518.399.4174
LAURA@RE4ORMARCHITECTURE.COM
THE LIA AUTO GROUP
1258 CENTRAL AVENUE
ALBANY, NY 12205
BBL ALBANY GROUP V
302 WASHINGTON AVENUE EXT.
ALBANY, NY 12203
518.452.8200
BBLINC.COM
260 STRUCTURAL ENGINEERING
124 EAST MAIN STREET
WATERVILLE, NY 13480
315.939.1740
DMESZLER@260ENGINEERING.COM
INFORMATION INFORMATION
DRAWING LIST
STRUCTURAL
S1 FOUNDATION/FIRST FLOOR PLAN,
FOUNDATION SECTIONS, DETAILS &
GENERAL NOTES
S2 ROOF FRAMING PLAN & ENLARGED
BARREL ROOF FRAMING PLAN
S3 FRAMING SECTIONS
DRAWING LIST
ARCHITECTURAL
T100 COVER SHEET & CODE REVIEW
D101 FIRST FLOOR DEMO PLAN
D102 SECOND FLOOR DEMO PLAN
D200 EXTERIOR DEMO ELEVATIONS
A001 GENERAL INFORMATION
A002 WALL TYPES & DOOR SCHEDULE
A003 WINDOW SCHEDULE & ELEVATION
A101 FIRST FLOOR PLAN
A102 SECOND FLOOR PLAN
A103 ROOF PLAN & DETAILS
A104 FIRST FLOOR FINISH PLAN
A105 FINISH SCHEDULE AND MATERIALS
A106 F.F.&E. PLAN & SCHEDULE
A107 GRAPHICS PLAN
A200 EXTERIOR ELEVATIONS
A201 BUILDING SECTIONS
A400 REFLECTED CEILING PLANS
A500 WALL SECTIONS
A600 CYLINDER ENLARGED PLAN & DETAILS
A601 PLANS & DETAILS
A602 SHOWROOM ELEVATIONS
A603 ENLARGED PLANS & ELEVATIONS NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/192door schedule updates9/29/203VCT COLOR CHANGE10/5/204owner revisions1/8/21
C100
9 7 5 3
±52'-7"
±14'-35
8"±24'-53
8"±13'-10"
±1'-07
8"±22'-1114"B
±10'-478"C±11'-158"±834"±12'-638"±1'-41
8"
E
x
i
s
t
i
n
gcolumn & pierExistingcolumnExistingcolumnExistingcolumnExistingc
o
l
um
nExistingcolumn
Existingcolumn
ExistingcolumnExistingcolumnExistingcolumnExistingcolumn ±334"4" concrete slab on grade
w/ 6x6- W2.9xW2.wwf
F.F.E. 0'-0"Existingcolumn & pierE
x
i
s
t
i
n
gcolumn & pierExisting
column & pier6"2'-0" footing1'-0" wall6"
2'-0" footing
1'-0" wall
Slope
5'-0"
±2'-4"10'-0"3'-4"10'-0"3'-4"10'-0"3'-4"10'-0"
2'-8"±2'-634"6'-412"DoorO.H. DoorO.H. DoorO.H. DoorO.H. Door
Control joints
(typical)
3" shelf
Overpour slab at
door (typical)
Foundation/First Floor Plan
Scale: 1/8" = 1'-0"
Remove concrete
column cover to
below slab
B
C
A3" shelf±2'-618"A
8'-105
8"1'-11
2"C
C
sim.
sim.
D
D
E
2'-0" footing
1'-0" wall
3" shel
f
6"
5'-0"x5'-0"
concrete pad
5'-0"x5'-0"
concrete pad
4" concrete slab on grade
w/ 6x6- W2.9xW2.wwf
F.F.E. 0'-0"
Overpour slab at
door (typical)21'-134"SlopeSl
ope
4" concrete slab on grade w/
6x6- W2.9xW2.wwf
#4 bars @ 18"o.c.
vertical each face
#4 bars @ 16"o.c.
horizontal each face
3- #4 bars continuous4'-0"1'-0"3" coverF.F.E. 0'-0"
T.F.E. -4'-0"
11
2" cover 11
2" cover
Section "A"
Scale: 3/4" = 1'-0"
6"6"1'-0"
2'-0"
6"
6"x15
8"x16 gauge stud @
16"o.c.
6"x11
4"x16 gauge track
3" shelf
4" concrete slab on grade w/
6x6- W2.9xW2.wwf
#4 bars @ 18"o.c.
vertical - dowel into
footing
#4 bars @ 16"o.c.
horizontal each face
3- #4 bars continuous4'-0"1'-0"3" coverF.F.E. 0'-0"
T.F.E. -4'-0"
11
2" cover 11
2" cover
Section "B"
Scale: 3/4" = 1'-0"
6"6"1'-0"
2'-0"8"1'-41
8"
3
4" concrete slab on grade
w/ 6x6- W2.9xW2.wwf
#4 bars @ 16"o.c.
horizontal each face
#4 bars @ 18"o.c.
vertical each face
3- #4 bars continuous4'-0"1'-0"F.F.E. 0'-0"
T.F.E. -4'-0"
Section "C"
Scale: 3/4" = 1'-0"
1'-0"6"6"
2'-0"3" cover8"112" cover
Tooled edge4" concrete slab with
6x6-W2.9xW2.9 wwf
Grade
12" layer of compacted
crushed stone vapor
break (ASTM 57 blend
material) for 24" beyond
slab on 3 sides
5'-0"
F.F.E. 0'-0"
Slope 1/4" / foot 114"2'-0"8"
2" rigid insulation
2'-0"6"4'-4"1'-0"Compacted blend
57 material
2"112" cover
6" layer of compacted
crushed stone vapor break
(ASTM 57 blend material)
6"
Premold
#4 dowels @ 18"o.c.
Bend vertical reinforcing
into slab
Cut 50% of the mesh in
line with the control joint 4"2" cover
Sawcut control joint
13
4" deep
4" concrete slab with
6x6 - W2.9 x W2.9 wwf
4"2" cover
2x4 keyway
Tooled edges
4" concrete slab with
6x6 - W2.9 x W2.9 wwf
8"1 1
8"8"
1'-4"
4" Slab Joint Details
Construction Joint
Control Joint
Scale: 3/4" = 1'-0"
Locate At Control Joint
See Plan For Location
Existing Foundation
Scale: 3/4" = 1'-0"
Existing foundation wall
<3x3x1
4 with 3
4"Ø HILTI
epoxy bolts @ 12"o.c.
#3 hairpin bars @ 12"o.c.
Typical Tie at
Concrete foundation wall
(see Foundation Sections
for bar sizes and spacing
- reinforcing not shown)
Scale: 3/4" = 1'-0"
Slab DetailsVariesGrade Preparation Detail 1'-0"5" or 6" concrete slab (see
sections for reinforcing)
15 mil "Stego Wrap" vapor
barrier
6" base of crushed stone vapor
break (ASTM 57 blend material)
Compacted subgrade 6"12" compacted imported
structural fill
4" concrete slab on grade w/
6x6- W2.9xW2.wwf
#4 bars @ 18"o.c.
vertical each face
#4 bars @ 16"o.c.
horizontal each face
2- #5 bars continuous4'-0"1'-0"3" coverF.F.E. 0'-0"
T.F.E. -4'-0"
11
2" cover 11
2" cover
Section "D"
Scale: 3/4" = 1'-0"
6"6"1'-0"
2'-0"
6" shelf
4" concrete slab on grade w/
6x6- W2.9xW2.wwf
#4 bars @ 18"o.c.
vertical each face
#4 bars @ 16"o.c.
horizontal each face
2- #5 bars continuous4'-0"1'-0"3" coverF.F.E. 0'-0"
T.F.E. -4'-0"
11
2" cover 11
2" cover
Section "E"
Scale: 3/4" = 1'-0"
6"6"1'-0"
2'-0"
3"
8"x15
8"x16 gauge stud @
16"o.c.
8"x11
4"x16 gauge track
3" shelf
Tooled edge
Drawing No.SealDesignedDrawnDJMPJBDJM_Date08/24/2020Checked% CompleteStatusPermit_RevisionsDESCRIPTIONDATENODrawing TitleProject No.Print Date260-1921-S-1 WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREETSCHENECTADY, NY12305P:518.399.4174F:518.399.4105CONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONSOR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATEEDUCATION LAW.Project NameLIA HONDA NORTHAMPTONCHANGE UP 2019293 KING STREETNORTHAMPTON, MA 01060General Notes
Foundation/First Floor Plan, FoundationSections, Details, & General Notes
9 7 5 3
±52'-7"
±14'-35
8"±24'-53
8"±13'-10"
±1'-07
8"±22'-1114"A
±10'-478"B±11'-158"±834"±12'-638"±1'-41
8"±334"Roof Framing Plan
Scale: 1/8" = 1'-0"
1'-11
2"21'-112"8'-71
2"
Face/existing
building
See "Enlarged Barrel Roof
Framing Plan" this drawing
Existing engineered building frameExisting engineered building frameExisting engineered building frameExisting engineered building frameExisting engineered
building frame
Existing bar joist (typical)
Roof below
lap
(primary framing)
8"x1 5/8"x16 gauge joist @ 16"o.c.
2- 8"x1 5/8"x16 gauge joists
2- 8"x1 5/8"x16 gauge joists
8"x1 5/8"x16 gauge joist @ 16"o.c.
(infill framing)
8"x1 5/8"x16 gauge joist @ 16"o.c.
(infill framing)90°8"x1 5/8"x16 gauge joist @ 16"o.c.
(infill framing)
8"x1 5/8"x16 gauge joist @ 16"o.c.
(infill framing)
(primary framing)
8"x1 5/8"x16 gauge joist @ 16"o.c.8"x1 5/8"x16 gauge joist @ 16"o.c.(low)8" light gauge
stud wall
51°62°51
°
6"x15
8"x16 gauge wall -
built on top of Main Roof
Infill roof framingPrimary roof framingInfill roof framingCoordinate window opening sizes
with approved shop drawings
Double stud each
side of window
opening (typical)
6" light gauge
stud wall
Face/existing
building
±8'-03
8"8'-75
8"
±6'-107
8"1'-11
2"
1'-71
2"6"±5'-47
8"6"
10
12
12
13
11
Enlarged Barrel Roof Framing Plan
Scale: 1/4" = 1'-0"
Drawing No.SealDesignedDrawnDJMPJBDJM_DateChecked% CompleteStatusPermit_RevisionsDESCRIPTIONDATENODrawing TitleProject No.Print Date260-1921-S-2 WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREETSCHENECTADY, NY12305P:518.399.4174F:518.399.4105CONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONSOR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATEEDUCATION LAW.Project NameLIA HONDA NORTHAMPTONCHANGE UP 2019293 KING STREETNORTHAMPTON, MA 01060Roof Framing Plan & EnlargedBarrel Roof Framing Plan08/24/2020
8"2'-4"Top/parapet
Elev. 28'-0"
Top/roof
Elev. 25'-8"1'-8"1
1
High Roof
T.O.S. 23'-8"2'-0"8"2'-4"Top/parapet
Elev. 28'-0"
Top/roof
Elev. 25'-8"1'-8"1
1
1'-8"Head/window
Elev. 24'-0"
8"x11
4"x16 gauge
flex track - bend to
14'-9" radius
8"x15
8"x16 gauge
stud @ 16"o.c.
6"x158"x16 gauge
stud @ 16"o.c.
2 layers of 38" o.s.b. or
plywood (fire rated)
6"x114"x16 gauge flex track
- bend to 14'-9" radius
5"x16 gauge "E" series EasyClip
by "Clark-Dietrich" with 2- #10-16
screws into framing
8"x15
8"x16 gauge joist @
16"o.c. (primary framing)
6"x158"x16 gauge
knee brace
3
4" t&g o.s.b. or
plywood (fire rated)
3
4" t&g o.s.b. or
plywood (fire rated)
5"x16 gauge "E" series EasyClip
by "Clark-Dietrich" with 2- #10-16
screws into framing
6"x11
4"x16 gauge flex track -
bend to 14'-9" radius
6"x158"x16 gauge
stud @ 16"o.c.
6"x11
4"x16
gauge track
3"x16 gauge "E" series EasyClip
by "Clark-Dietrich" with 3-
#10-16 screws into framing
3
4" t&g o.s.b. or
plywood (fire rated)
8"x15
8"x16 gauge joist
@ 16"o.c. - hung from
joists above
8"x15
8"x16 gauge joist @
16"o.c. (infill framing)
3
4" t&g o.s.b. or
plywood (fire rated)
6"x15
8"x16 gauge knee brace
34" t&g o.s.b. or plywood (fire rated)
6"x15
8"x16 gauge
stud @ 16"o.c.
2 layers of 3
8" o.s.b. or
plywood (fire rated)
6"x114"x16 gauge flex track
- bend to 14'-9" radius
6"x114"x16 gauge flex track
- bend to 14'-9" radius
8"x15
8"x16 gauge
stud @ 16"o.c.
8"x11
4"x16 gauge
flex track - bend to
14'-9" radius
6"x11
4"x16 gauge flex track
- bend to 14'-9" radius
8"x11
4"x16 gauge
flex track - bend
to 14'-1" radius
7"x16 gauge "E" series EasyClip
by "Clark-Dietrich" with 4- #10-16
screws into framing
High Roof
T.O.S. 23'-8"2'-0"High Roof
T.O.S. 23'-8"2'-0"Section "12"
Scale: 1" = 1'-0"
Section "13"
Scale: 1" = 1'-0"
Section "10"
Scale: 1" = 1'-0"
8"x15
8"x16 gauge joist @
16"o.c. (primary framing)
SH2.5 clip by "Simpson"
at each "primary joist"
above with 4- #10-16
screws into framing
5"x16 gauge "E" series EasyClip
by "Clark-Dietrich" with 2- #10-16
screws into framing
2- 8"x15
8"x16 gauge
joists - align edge
of window
Existing roof insulation -
cut back as required
8"x11
4"x16
gauge track
34" t&g o.s.b. or
plywood (fire rated)
Parapet - beyond
Provide blocking
as necessary
Existing wall
6"x11
4"x16 gauge track
5"x16 gauge "E" series
EasyClip by
"Clark-Dietrich" with 2-
#10-16 screws into framing
3
4" t&g o.s.b. or
plywood (fire rated)4"High Roof
T.O.S. 23'-8"2'-0"Section "11"
Scale: 1" = 1'-0"
8"x15
8"x16 gauge joist @
16"o.c. (primary framing)
8"x15
8"x16 gauge joist @ 16"o.c. -
hung from joists above
Existing roof deck Existing roof deck SH2.5 clip by "Simpson"
at each "primary joist"
above with 4- #10-16
screws into framing
Existing bar joistExisting bar joist
8"x158"x16 gauge
joist @ 16"o.c.
6"x15
8"x16 gauge stud @ 16"o.c.
6"x11
4"x16 gauge track
Existing preengineered
frame
6"x114"x16 gauge track
6"x114"x16
gauge track
Drawing No.SealDesignedDrawnDJMPJBDJM_DateChecked% CompleteStatusPermit_RevisionsDESCRIPTIONDATENODrawing TitleProject No.Print Date260-1921-Framing SectionsS-3 WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREETSCHENECTADY, NY12305P:518.399.4174F:518.399.4105CONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONSOR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATEEDUCATION LAW.Project NameLIA HONDA NORTHAMPTONCHANGE UP 2019293 KING STREETNORTHAMPTON, MA 0106008/24/2020
UP
UP
UP
UP
D200
3
D200
D200
4
1
11' - 8"D2002
D04
D01
D03
D02
D07
D09
D21
D23
D24
D08
D04
D04
D06
D10
D01
D01
D01 D01
D09
D01
D05
D05
D25
REMOVE EIFS+/- 5 5/8"REMOVE EIFS +/- 1' - 3 3/4"
D25
D25
D25
D01D01D25
D22
D23
D22
D23
D22
D23D22
D23
D22
D23
D22
D23
D22
D23 D22
D23
D22
D23
D22
D23
D23
D22
D23
D22
D23
D22
D23
D23
D23
D15D15
D16D16
D15
D15
D13
10' - 8"
7' - 0"
D18
D22
D18
D10
D10
+/- 3' - 4 7/8"
6' - 1 1/4"7' - 0"D15 D01
9
1' - 0 7/8"
7 5 3
C
B
D04 D04
D26
D26
D28
D29
D29
4
4
4 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:54:28 PMDesignerAuthorCheckerPERMIT8/24/20FIRST FLOOR DEMO PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019D101293 KING STREETNORTHAMPTON, MA 010601/8" = 1'-0"1 FIRST FLOOR PLAN - DEMO
DEMO NOTES
LABEL NOTE
D21 REMOVE EXISTING EXTERIOR WALL TO +/- 14'-0" AFF AS INDICATED FOR NEW ADDITION ENTRY. PATCH ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D22 REMOVE EXISTING CEILING COMPLETE INCLUDING LIGHT FIXTURES. PREPARE SURFACES FOR NEW FINISHES PER
SCHEDULE.
D23 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D24 REMOVE EXISTING LIGHT FIXTURES.
D25 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D26 REMOVE EXISTING DOOR., EXISTING FRAME TO REMAIN. PROVIDE NEW DOOR & HARDWARE AS INDICATED IN DOOR
SCHEDULE.
D27 REMOVE EXISTING WINDOWS COMPLETE PREPARE WALL AS REQUIRED FOR NEW INFILL.
D28 REMOVE EXISTING ACM WING WALL COMPLETE. PATCH EIFS TO MATCH ADJACENT.
D29 REMOVE EXISTING DOOR & FRAME. PROVIDE NEW DOOR FRAME, DOOR & HARDWARE AS INDICATED IN DOOR SCHEDULE.
REPAIR WALLS AS REQUIRED.
DEMO NOTES
LABEL NOTE
D01 REMOVE EXISTING WALL COMPLETE, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D02 REMOVE EXISTING WALL FROM FLOOR TO 11'-8" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D03 REMOVE EXISTING DOOR COMPLETE. INFILL OPENING AS PER CONSTRUCTION DRAWINGS. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D04 REMOVE EXISTING WINDOW, FRAMES, & WALL BELOW COMPLETE. PREPARE OPENING AS REQUIRED FOR NEW
STOREFRONT AS INDICATED ON A101.
D05 REMOVE EXISTING WALL FROM FLOOR TO +/-7' 1 3/4"AFF AS REQUIRED FOR NEW STOREFRONT. INCLUDING ANY DOORS
OR WINDOWS AS INDICATED. PROVIDE HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW
FINISHES.
D06 ALIGN LIMIT OF DEMO TO BE FLUSH WITH EXISTING WALL TO REMAIN.
D07 REMOVE EXISTING INFO CENTER WALL COUNTERS COMPLETE. PATCH SURFACES AS REQUIRED FOR NEW FINISHES PER
SCHEDULE.
D08 REMOVE EXISTING RECEPTION DESK. REPAIR ADJACENT SURFACES AS REQUIRED.
D09 REMOVE EXISTING CLYNDER, ENTRY DOORS & ROOF. EXISTING BACKSIDE, OVERBUILD ON THE ROOF, TO BE EVAULATED
TO DETERMINE IF COMPLETE REMOVAL IS REUIRED OR JUST PANELS ARE TO BE REMOVED.
D10 REMOVE EXISTING WALL FROM FLOOR TO 8'-0" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D11 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D13 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D15 REMOVE EXISTING PLUMBING FIXTURES & ASSOCORIES COMPLETE. CAP PLUMBING & PREPARE FOR NEW FIXTURE &
ACCESORIES AS INDICATED.
D16 REMOVE EXISTING TOILET PARTITIONS COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D17 REMOVE EXISTING WAVE CANOPY & SUPPORTS COMPLETE. PREPARE EXISTING SURFACES FOR NEW CANOPY &
FINISHES.
D18 REMOVE EXISTING WALL FINISHES COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D19 REMOVE EXISTING FLOOR STRUCTURE, FLOORING AND CEILING BELOW COMPLETE. PREPARE EXISTING ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D20 REMOVE EXISTING CANOPY FASCIA & CEILING COMPLETE. EXISTING ROOF STRUCTURE & ROOFING TO REMAIN.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/194owner revisions1/8/21
DN
DN
DN
UP
D200
3
D200
D200
4
1
D2002
D01
D02
D07
D09
D01
D09
D01 D17
D17
D01 D19
7' - 6 1/2"10' - 3 5/8"
9 7 5 3
C
B
D27
5' - 0"
+/- 2' - 5 7/8"
D30
6
A003
14 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/1/2021 4:14:27 PMDesignerAuthorCheckerPERMIT8/24/20SECOND FLOOR DEMO PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019D102293 KING STREETNORTHAMPTON, MA 01060DEMO NOTES
LABEL NOTE
D21 REMOVE EXISTING EXTERIOR WALL TO +/- 14'-0" AFF AS INDICATED FOR NEW ADDITION ENTRY. PATCH ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D22 REMOVE EXISTING CEILING COMPLETE INCLUDING LIGHT FIXTURES. PREPARE SURFACES FOR NEW FINISHES PER
SCHEDULE.
D23 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D24 REMOVE EXISTING LIGHT FIXTURES.
D25 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D26 REMOVE EXISTING DOOR., EXISTING FRAME TO REMAIN. PROVIDE NEW DOOR & HARDWARE AS INDICATED IN DOOR
SCHEDULE.
D27 REMOVE EXISTING WINDOWS COMPLETE PREPARE WALL AS REQUIRED FOR NEW INFILL.
D28 REMOVE EXISTING ACM WING WALL COMPLETE. PATCH EIFS TO MATCH ADJACENT.
D29 REMOVE EXISTING DOOR & FRAME. PROVIDE NEW DOOR FRAME, DOOR & HARDWARE AS INDICATED IN DOOR SCHEDULE.
REPAIR WALLS AS REQUIRED.
D30 REMOVE EXISTING WALL AS REQUIRED FOR NEW WINDOW. ALIGH HORIZONTALLY TO ALING FINISHED OPENING WITH
EXISTING WALL. ALIGN VERTICALLY WITH EXISTING EIFS JOINTS.
DEMO NOTES
LABEL NOTE
D01 REMOVE EXISTING WALL COMPLETE, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D02 REMOVE EXISTING WALL FROM FLOOR TO 11'-8" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D03 REMOVE EXISTING DOOR COMPLETE. INFILL OPENING AS PER CONSTRUCTION DRAWINGS. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D04 REMOVE EXISTING WINDOW, FRAMES, & WALL BELOW COMPLETE. PREPARE OPENING AS REQUIRED FOR NEW
STOREFRONT AS INDICATED ON A101.
D05 REMOVE EXISTING WALL FROM FLOOR TO +/-7' 1 3/4"AFF AS REQUIRED FOR NEW STOREFRONT. INCLUDING ANY DOORS
OR WINDOWS AS INDICATED. PROVIDE HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW
FINISHES.
D06 ALIGN LIMIT OF DEMO TO BE FLUSH WITH EXISTING WALL TO REMAIN.
D07 REMOVE EXISTING INFO CENTER WALL COUNTERS COMPLETE. PATCH SURFACES AS REQUIRED FOR NEW FINISHES PER
SCHEDULE.
D08 REMOVE EXISTING RECEPTION DESK. REPAIR ADJACENT SURFACES AS REQUIRED.
D09 REMOVE EXISTING CLYNDER, ENTRY DOORS & ROOF. EXISTING BACKSIDE, OVERBUILD ON THE ROOF, TO BE EVAULATED
TO DETERMINE IF COMPLETE REMOVAL IS REUIRED OR JUST PANELS ARE TO BE REMOVED.
D10 REMOVE EXISTING WALL FROM FLOOR TO 8'-0" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D11 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D13 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D15 REMOVE EXISTING PLUMBING FIXTURES & ASSOCORIES COMPLETE. CAP PLUMBING & PREPARE FOR NEW FIXTURE &
ACCESORIES AS INDICATED.
D16 REMOVE EXISTING TOILET PARTITIONS COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D17 REMOVE EXISTING WAVE CANOPY & SUPPORTS COMPLETE. PREPARE EXISTING SURFACES FOR NEW CANOPY &
FINISHES.
D18 REMOVE EXISTING WALL FINISHES COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D19 REMOVE EXISTING FLOOR STRUCTURE, FLOORING AND CEILING BELOW COMPLETE. PREPARE EXISTING ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D20 REMOVE EXISTING CANOPY FASCIA & CEILING COMPLETE. EXISTING ROOF STRUCTURE & ROOFING TO REMAIN.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/196ONWER REVISIONS2/1/21
FIRST FLOOR PLAN
0' -0"
UPPER ROOF
23' -2 1/2"
D17
D17
D09
D11
CYLIDER ROOF
25' -8"
C B
FIRST FLOOR PLAN
0' -0"
FIRST FLOOR PLAN
0' -0"
SECOND FLOOR PLAN
10' -10"
SERVICE ROOF
18' -0"
UPPER ROOF
23' -2 1/2"
UPPER ROOF
23' -2 1/2"
D09
D08
D08
D25
D01
CYLIDER ROOF
25' -8"CYLIDER ROOF
25' -8"
9753
D20D20
FIRST FLOOR PLAN
0' -0"
FIRST FLOOR PLAN
0' -0"
SECOND FLOOR PLAN
10' -10"
SECOND FLOOR PLAN
10' -10"
SERVICE ROOF
18' -0"
UPPER ROOF
23' -2 1/2"
CYLIDER ROOF
25' -8"
9 7 5 3
D08
D09
D17
D28
FIRST FLOOR PLAN
0' -0"
UPPER ROOF
23' -2 1/2"
D25
D01
D25
C B
REMOVE EIFS
23' - 7 5/8"
D20 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:23 PMDesignerAuthorCheckerPERMIT8/24/20EXTERIOR DEMOELEVATIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019D200293 KING STREETNORTHAMPTON, MA 010601/8" = 1'-0"1 WEST ELEVATION - DEMO
1/8" = 1'-0"3 SOUTH ELEVATION - DEMO
1/8" = 1'-0"4 NORTH ELEVATION - DEMO
1/8" = 1'-0"2 PARTIAL WEST ELEVATION - DEMO
DEMO NOTES
LABEL NOTE
D21 REMOVE EXISTING EXTERIOR WALL TO +/- 14'-0" AFF AS INDICATED FOR NEW ADDITION ENTRY. PATCH ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D22 REMOVE EXISTING CEILING COMPLETE INCLUDING LIGHT FIXTURES. PREPARE SURFACES FOR NEW FINISHES PER
SCHEDULE.
D23 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D24 REMOVE EXISTING LIGHT FIXTURES.
D25 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D26 REMOVE EXISTING DOOR., EXISTING FRAME TO REMAIN. PROVIDE NEW DOOR & HARDWARE AS INDICATED IN DOOR
SCHEDULE.
D27 REMOVE EXISTING WINDOWS COMPLETE PREPARE WALL AS REQUIRED FOR NEW INFILL.
D28 REMOVE EXISTING ACM WING WALL COMPLETE. PATCH EIFS TO MATCH ADJACENT.
D29 REMOVE EXISTING DOOR & FRAME. PROVIDE NEW DOOR FRAME, DOOR & HARDWARE AS INDICATED IN DOOR SCHEDULE.
REPAIR WALLS AS REQUIRED.
DEMO NOTES
LABEL NOTE
D01 REMOVE EXISTING WALL COMPLETE, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D02 REMOVE EXISTING WALL FROM FLOOR TO 11'-8" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D03 REMOVE EXISTING DOOR COMPLETE. INFILL OPENING AS PER CONSTRUCTION DRAWINGS. PATCH AREAS ADJACENT AS
REQUIRED FOR NEW FINISHES.
D04 REMOVE EXISTING WINDOW, FRAMES, & WALL BELOW COMPLETE. PREPARE OPENING AS REQUIRED FOR NEW
STOREFRONT AS INDICATED ON A101.
D05 REMOVE EXISTING WALL FROM FLOOR TO +/-7' 1 3/4"AFF AS REQUIRED FOR NEW STOREFRONT. INCLUDING ANY DOORS
OR WINDOWS AS INDICATED. PROVIDE HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW
FINISHES.
D06 ALIGN LIMIT OF DEMO TO BE FLUSH WITH EXISTING WALL TO REMAIN.
D07 REMOVE EXISTING INFO CENTER WALL COUNTERS COMPLETE. PATCH SURFACES AS REQUIRED FOR NEW FINISHES PER
SCHEDULE.
D08 REMOVE EXISTING RECEPTION DESK. REPAIR ADJACENT SURFACES AS REQUIRED.
D09 REMOVE EXISTING CLYNDER, ENTRY DOORS & ROOF. EXISTING BACKSIDE, OVERBUILD ON THE ROOF, TO BE EVAULATED
TO DETERMINE IF COMPLETE REMOVAL IS REUIRED OR JUST PANELS ARE TO BE REMOVED.
D10 REMOVE EXISTING WALL FROM FLOOR TO 8'-0" AFF, INCLUDING ANY DOORS OR WINDOWS AS INDICATED. PROVIDE
HEADER AS REQUIRED, PATCH AREAS ADJACENT AS REQUIRED FOR NEW FINISHES.
D11 REMOVE EXISTING FLOORING COMPLETE. PREPARE SURFACE FOR NEW FLOORING PER FINISH SCHEDULE.
D13 REMOVE EXISTING EIFS. PREPARE AREA FOR NEW FINISHES.
D15 REMOVE EXISTING PLUMBING FIXTURES & ASSOCORIES COMPLETE. CAP PLUMBING & PREPARE FOR NEW FIXTURE &
ACCESORIES AS INDICATED.
D16 REMOVE EXISTING TOILET PARTITIONS COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D17 REMOVE EXISTING WAVE CANOPY & SUPPORTS COMPLETE. PREPARE EXISTING SURFACES FOR NEW CANOPY &
FINISHES.
D18 REMOVE EXISTING WALL FINISHES COMPLETE. PREPARE SURFACES FOR NEW FINISHES PER SCHEDULE.
D19 REMOVE EXISTING FLOOR STRUCTURE, FLOORING AND CEILING BELOW COMPLETE. PREPARE EXISTING ADJACENT
SURFACES AS REQUIRED FOR NEW FINISHES.
D20 REMOVE EXISTING CANOPY FASCIA & CEILING COMPLETE. EXISTING ROOF STRUCTURE & ROOFING TO REMAIN.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
2' - 1"2' - 9"2' - 6"1' - 3"1' - 6'.'4"
3' - 0"
MAX
1' - 0"3' - 6"1' - 0"3' - 0"2' - 0"1' - 5''.TOP OF LAV
36'' L GRAB
BAR
GRAB BAR
TTD
RIM
STANDAR
D
HANDICAPPED
FND (AT WOMEN
ROOMS)
URINAL SCREEN
TOP OF RIM
STANDARDHANDICAPPED2' - 8"CLEAR2' - 5"4' - 0"EQ EQ
SD
TOP OF LAV SD SD
DUPLEX
OUTLET MAX.3' - 4''.PTD MAX.4' - 0"FNV
EHD
CLEAR2' - 3"CL OF SPOUT, MAX.3' - 0"CHILDREN'S AREA LAVATORY WATER CLOSET ELEVATION URINAL LAVATORY PAPER
TOWEL
DISPENSER
FEMININE
NAPKIN
VENDOR
ELECTRIC
HAND
DRYER
ELECTRIC WATER COOLER
FINISHED FLOOR
ELEVATOR
BUTTONS
CENTER LINE
BETWEEN
ELEVATOR
DOOR JAMBS
MAX.1' - 4"TELEPHONE,
INTERCOM,
DUPLEX
OUTLETS
DOOR
MANUAL FIRE
ALARM PULL
T-STAT
LIGHT
SWITCH
PLATE
2"4"
MIN.
3' - 3"
ACCES
ACOUS
AC T
AD
ADJ
AFF
ALT
ALUM
ANOD
ASPH
ASSOC
BALC
B/C
BD
BET
BLDG
BLKG
BM(S)
BOT
BRG
BRK
BRKT
BSMT
BUS
C
CAB
CB
CI
CJ
CLG
CLL
CLOS
CLR
CMU
CO
COL
CONC
COND
CONN
CONST
CONT
CONTR
COORD
CORR
CPT
CRS
CT
CW
CWR
ACCESSIBLE
ACOUSTICAL CEILING TILE
AREA DRAIN, ACCESS DOOR
ADJACENT
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ANODIZED FINISH
ASPHALT
ASSOCIATED
BALCONY
BOTTOM OF CURB
BOARD
BETWEEN
BUILDING
BLOCKING
BEAM(S)
BOTTOM
BEARING
BRICK
BRACKET
BASEMENT
BUSINESS
CONDUIT
CABINET
CATCH BASIN
CAST IRON
CONTROL JOINT
CEILING
CONTRACT LIMIT LINE
CLOSET
CLEAR(ANCE)
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONDENS(ATE, ER, ING, ATION)
CONNECTION
CONSTRUCTION
CONTINU(OUS, ATION)
CONTRACTOR
COORDINATE
CORRIDOR
CARPET
COURSE
CERAMIC TILE
COLD WATER
CHILLED WATER RETURN
ACOUSTICAL
D
DBL
DEMO
DEPT
DET
DF
DI
DIA
DIAG
DIM
DISP
DL
DN
DOM
DR
DW
DWG
EA
EF
EHD
EIFS
EJ
EL
ELEC
ELEV
EMER
ENCL
EP
EPDM
EQ
EQPT
ETR
ETRD
ETRL
EW
EWC
EXH
EXIST
EXP
EXT
FAI
FB
FD
FDN
FE
FEC
FF
FH
FIN
FL, FLR
FLUOR
FO
FOB
FOC
FOUND
FPWH
F.R.P.
FRT
DRAIN
DOUBLE
DEMOLISH
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DUCTILE IRON, DROP INLET
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DEAD LOAD
DOWN
DOMESTIC
DOOR
DISHWASHER
DRAWING
EACH
EXHAUST FAN
ELECTRIC HAND DRYER
EXTERIOR INSULATION & FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
EMERGENCY
ENCLOS(E, SURE)
ELECTRICAL PANEL BOARD
ETHYLENE PROPYLENE DIENE MONOMER
EQUAL
EQUIPMENT
EXISTING TO REMAIN
EXISTING TO BE REMOVED
EXISTING TO BE RELOCATED
EACH WAY
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXPOSED
EXTERIOR
FRESH AIR INTAKE
FOILBACKED
FLOOR DRAIN, FIRE DAMPER
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISHED FLOOR
FIRE HYDRANT
FINISH(ED)
FLOOR
FLUORESCENT
FIBER OPTIC
FACE OF BRICK
FACE OF CONCRETE
FOUNDATION
FREEZE PROOF WALL HYDRANT
FIBERGLASS REINFORCED PLASTIC
FIRE RETARDANT TREAT(ED, MENT)
G
GA
GALV
GL
GWB
GYP
HB
HC
HDR
HDWD
HM
HOR
HP
HR
HT
HTG
HTR
HVAC
HW
HWR
ID
IN
INCAN
INSUL
INT
INV
JB
JC
JT
L
LAB
LAM
LAV
LIN
LL
LLH
LLV
LP
GAS
GAGE
GALVANIZED
GLASS/GLAZING
GYPSUM WALL BOARD
GYPSUM
HOSE BIBB
HOLLOW CORE
HEADER
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HIGH POINT
HANDRAIL/HOUR
HEIGHT
HEATING
HEATING, VENTILATING,
HOT WATER
HOT WATER RETURN
INSIDE DIAMETER
INCH
INCANDESCENT
INSULAT(E, D, ION)
INTERIOR
INVERT
JUNCTION BOX
JANITOR'S CLOSET
JOINT
LENGTH, LONG (STRUCTURAL SHAPE
ANGLE IN THE CONTEXT OF
LABORATORY
LAMINATE(D)
LAVATORY
LINOLEUM
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOW POINT (LOW PRESSURE IN
THE CONTEXT OF HVAC DRAWINGS)
HEATER
HDW
MC
MECH
MEMB
MFR
MH
MICROW
MIN
MO
MTD
MTG
MTL
N
NIC
NOM
NTS
OA
OC
OD
OH
OPG
OPP
OZ
P
PB
PCC
PD
PH
PIL
PL
PLAM
PLAS
PLMBG
PSF
PSI
PT
PTN
PVC
STRUCTURAL SHAPE MISCELLANEOUS
CHANNEL IN THE CONTEXT OF
MECHANICAL
MEMBRANE
MANUFACTURER
MANHOLE
MICROWAVE OVEN
MINIMUM OR MINUTES
MASONRY OPENING
MOUNTED
MOUNTING
METAL
NORTH
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OPENING
OPPOSITE
OUNCE
POLE
PULLBOX
PRECAST CONCRETE
PRESSURE DROP
PHASE
PILASTER
PLATE
PLASTIC LAMINATE
PLASTER
PLUMBING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PARTITION
POLYVINYL CHLORIDE
QT
QTY
SC
SCHED
SECT
SF
SG
SHT
SIM
SOG
SP
SPEC
SQ
SS
STD
STL
STOR
STRUCT
SUSP
T
T/
T&B
T&G
TC
T/C
TEL
TEMP
TERR
THD
THK
THR
TOIL
TOSTOW
TS
T/S
TV
TYP
UC
UG
UH
UL
UNFIN
UNO
UPS
UTIL
VB
VCT
VERT
VEST
VIF
VJ
VT
VTR
VWC
W/D
W
W/
W/O
W
WC
WD
WR
WSCT
WT
WWF
QUARRY TILE
QUANTITY
SOLID CORE
SCHEDULE(D)
SECTION
SQUARE FEET
SAFETY GLASS
SHEET
SIMILAR
(CONCRETE) SLAB ON GRADE
SUMP PUMP
SPECIFICATIONS
SQUARE
STAINLESS STEEL, SANITARY SEWER
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
TREAD
TOP OF
TOP & BOTTOM
TONGUE AND GROOVE
TERNE COATED
TOP OF CURB
TELEPHONE
TEMPERATURE
TERRAZZO
THREAD(ED)
THICK(NESS)
THRESHOLD
TOILET
TOP OF SLABTOP OF WALL
STRUCTURAL TUBULAR STEEL IN THE
CONTEXT OF STRUCTURAL DRAWINGS
TOP OF STEEL
TELEVISION
TYPICAL
UNDERCUT
UNDERGROUND
UNIT HEATER
UNDERWRITERS LABORATORIES
UNFINISHED
UNLESS NOTED OTHERWISE
UNINTERRUPTABLE POWER SUPPLY
UTILITY
VAPOR BARRIER
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VERIFY IN FIELD
AESTHETIC "V" JOINT
VAPOR TIGHT
VENT THROUGH ROOF
VINYL WALL COVERING
WASHER/DRYER
WIDE, WIDTH, WATER
WITH
WITHOUT
STRUCTURAL SHAPE WIDE FLANGE IN
THE CONTEXT OF STRUCTURAL DRAWINGS
WATER CLOSET
WOOD
WATER RESISTANT
WAINSCOT
WEIGHT
WELDED WIRE FABRIC
STRUCTURAL DRAWINGS)
STRUCTURAL DRAWINGS/
CAT CATALOG
I.E.THAT IS
NO #NUMBER
ST STORM SEWER
T/F TOP OF FRAME
ROUNDRND
RECESSED PAPER TOWEL
ROUGH OPENING
RPTDD
RO
REFRIGERAT(OR, ANT, ATION)
REINFORCED CONCRETE PIPE
RISER, RADIUSR
RELOCATED EXISTING
RESILIENT
REQUIRED
REINFORCE(ED, MENT)
REFLECTED
ROOF DRAIN
RM
RLE
RESIL
REQD
REINF
ROOM
RD
REFL
REFG
RCP
ADDITIONALADD'L.
AIR HANDLING UNITAHU
APPROXIMATEAPPROX
ARCH ARCHITECT(URE,URAL)
BOTTOM OFB/
CL CENTER LINE
CONFERENCECONF
DA DOUBLE ACTING
DIVISIONDIV
ELECTRICAL CONTRACTOREC
FIXTUREFIX
FEMININE NAPKIN VENDER
FND
FNV
FEMININE NAPKIN DISPOSAL
FURNISH, FURNITURE
FURRING, FURRED
FOOTING
FEET, FOOTFT
FTG
FURN
FUR
GAL GALLON
GRAB BARGB
GENERAL CONTRACTORGC
GROUNDGND
HIGHH
HEAVY DUTYHD
HARDWAREHDWR
INFO INFORMATION
KPL KICKPLATE
LEFT HAND REVERSE
LEFT HAND(ED)
LINEAR FOOTLF
LHR
LH
LOUVERLVR
MACHINEMACH
MASONRYMAS
MATERIALMAT
MEZZANINEMEZZ
MILLIMETER(S)MIL
MIRRORMIR
MOULDINGMLD
MECHANICAL CONTRACTOR
PLUMBING CONTRACTORPC
PANELPNL
PAINT(ED)
POLYISOCYANURATEPOLY
PNT
PLYWD PLYWOOD
RIGHT HAND REVERSERHR
RIGHT HANDRH
ROOF TOP UNIT
RECESSED SOAP DISPENSER
RTU
RSD
DISPENSER AND DISPOSAL
RIGHT OF WAYROW
SOAP DISPENSERSD
SEMI-RECESSEDSR
SHEET VINYLSV
THROUGHTHRU
TOILET PAPER HOLDERTPH
VINYLV
WATERPROOF / WORKING POINTWP
WATER RESISTANT TILE BACKER BOARDWRTBB
CAFETERIACAFET
BUILT-UP ROOFBUR
EPAINT EPOXY PAINT
TECHNOLOGYTECH
SYNTH SYNTHETIC
SH STUDY HALL
OFF OFFICE
MAINT MAINTENANCE
FOLDING PARTITION WALLFPW
PREFIN PREFINISHED
AND AIR CONDITIONING
ABBREVIATIONS
STONE (CUT OR CAST)
FINISH WOOD
GYPSUM WALLBOARD OR GROUT
STEEL
BATT INSULATION
EARTH
PLYWOOD
ROUGH WOOD BLOCKING
CONCRETE MASONRY UNITS
CONCRETE
MATERIAL INDICATIONS
GRANULAR FILL
RIGID INSULATION
(OR NEW WALL ON FLOOR PLANS ONLY)
INDICATORS
1i
1i
101
A101
1 Ref
1Ref
1 Ref
1RefA101
1
Ref
1Ref 1 Ref1
Ref
EXTERIOR
ELEVATION
INTERIOR ELEVATION
SECTION
DOORS
WALL TYPES
STOREFRONT TYPES
1. PROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL PLUMBING
WALLS, BATH AND TOILET AREAS. PROVIDE CEMENTITIOUS BACKER
BOARD AT ALL TUB, SHOWER AND "WET" ROOMS WHERE TILE IS
REQUIRED.
2. ALL PARTITIONS INDICATED TO BE FIRE RATED ARE TO EXTEND TO
UNDERSIDE OF STRUCTURAL DECK ABOVE, UNLESS SHOWN
OTHERWISE. PACK VOIDS WITH FIRE SAFING INSULATION. TYPE "X" FIRE
RATE GYPSUM WALLBOARD AT ALL FIRE RATED PARTITIONS. SEAL
ENTIRE PARTITION PERIMETER WITH 1/4" MIN. BEAD OF FIRE RATED
SEALANT (BOTH SIDES) OF STUD TRACK OR GYPSUM BASE ABUTMENT
AND ALL HEADS, JAMBS, SILLS, ELECTRICAL DEVICES, PENETRATIONS,
ETC. FOR A COMPLETE RATED ASSEMBLY. REFER TO WALL TYPES FOR
RATED PARTITIONS.
3. ALL PARTITIONS INDICATED TO BE SOUND RATED ARE TO EXTEND TO
UNDERSIDE OF STRUCTURAL DECK ABOVE. PACK VOIDS WITH SOUND
ATTENUATION BLANKETS. SEAL ENTIRE PARTITION PERIMETER WITH 1/4"
DIA. BEADS OF ACOUSTICAL SEALANT (BOTH SIDES) OF STUD TRACKS
OR GYPSUM BASE ABUTMENT AND ALL HEADS, JAMBS, SILLS,
ELECTRICAL DEVICES, PENETRATIONS, ETC.
4. TOILET ACCESSORIES PROVIDE BLOCKING IN PARTITIONS TO SUPPORT
EQUIPMENT, SHELVING, HANDRAILS, ACCESSORIES, ETC.
5. PATCH ALL SURFACES DAMAGED DURING CONSTRUCTION AND MATCH
EXISTING ADJACENT SURFACES.
6. FOR ALL OPENINGS IN MASONRY CONSTRUCTION NOT OTHERWISE
DETAILED OR SCHEDULED INCLUDING MECHANICAL OPENINGS,
MINIMUM LINTELS TO BE FOR EACH 4" OF MASONRY WIDTH, ONE L
3-1/2x3-1/2x5/16 FOR SPANS UP TO 4 FEET; ONE L 4x3-1/2x5/16 FOR SPANS
UP TO 6 FEET; ONE L 5x3-1/2x5/16 FOR SPANS UP TO 8 FEET. FOR SPANS
LESS THAN 2 FEET PROVIDE A 5/16" PLATE. ALL ANGLES INSTALLED WITH
LONG LEG VERTICAL.
7. BEAR ALL LINTELS A MINIMUM TO 8" EACH END, UNLESS OTHERWISE
NOTED.
8. GALVANIZE ALL LINTELS IN EXTERIOR WALLS, HOT DIP ALL LINTELS IN
EXTERIOR WALLS
9. INTERIOR CONTROL JOINTS ARE AS FOLLOWS:
A. CMU: 30'-0" MAX., LOCATE AT DOOR JAMB.
B. GWB: 30'-0" MAX., LOCATE AT DOOR OR WINDOW JAMBS.
10. EXTERIOR CONTROL JOINTS -AT 20' OR AS INDICATED ON DRAWINGS.
11. PROVIDE BLOCKING IN ALL LOCATIONS WHERE REQ'D. LOCATIONS
INCLUDE, BUT ARE NOT LIMITED TOO, MILL WORK, WALL MOUNTED TV'S,
SHELVING, COUNTERS, ETC.
GENERAL NOTES
SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:50:43 PMDesignerAuthorCheckerPERMIT8/24/20GENERAL INFORMATIONNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A001293 KING STREETNORTHAMPTON, MA 010601/2" = 1'-0"1 TYPICAL MOUNTING HEIGHTS NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
1SEE DOOR SCHEDULESEE DOOR SCHEDULE
2SEE DOOR SCHEDULESEE DOOR SCHEDULE
6"8" Min.3SEE DOOR SCHEDULESEE DOOR SCHEDULE
EXTERIOR FACING:
MASONRY VENEER (2'-0")
EIFS ABOVE
A
6" x 18 GA. METAL
STUDS 16" O.C.
5/8'' GWB
R-21 FIBERGLASS
INSULATION
4'' CMU VENEER WITH CAP.
SEE ELEVATION.
5/8" EXTERIOR GYP SHEATHING
W/ WEATHER BARRIER
4 7/8"
3 5/8'' 20GA. METAL
STUDS @ 16'' O.C.
5/8'' GWB
3'' SOUND
ATTENUATION
BLANKETS
CONT. BOTTOM
TRACK RUNNER
INTERIOR
PARTITION
1
FILL ALL VOIDS WITH FIRE
SAFING INSULATION &
SEALANT FOR COMPLETE
ASSEMBLY
PROVIDE GAP BETWEEN
WALL HEAD & ROOF /
FLOOR DECK TO ALLOW
FOR DEFLECTION
CONT. TOP TRACK
4 1/4"
3 5/8'' 20GA. METAL
STUDS @ 16'' O.C.
5/8'' GWB
3'' SOUND
ATTENUATION
BLANKETS
CONT. BOTTOM
TRACK RUNNER
INTERIOR
PARTITION
2
FILL ALL VOIDS WITH
INSULATION & SEALANT
PROVIDE GAP BETWEEN
WALL HEAD & ROOF /
FLOOR DECK TO ALLOW
FOR DEFLECTION
CONT. TOP TRACK
1' - 0 5/8"
3 5/8"1 3/4"
5/8"
6"5/8"
1 1/2" RIGID INSULATION
LINE OF CAP ABOVE CMU
EXTERIOR FACING:
MASONRY VENEER (2'-0")
EIFS ABOVE
B
6" x 18 GA. METAL
STUDS 16" O.C.
5/8'' GWB
R-21 FIBERGLASS
INSULATION
5/8" EXTERIOR GYP SHEATHING
W/ WEATHER BARRIER
5/8"
6"5/8"
1 1/2" RIGID INSULATION WITH
EXTERIOR FINISH SYTEM
UP TO 2'-0" AFF ABOVE 2'-4" AFF
LINE OF CAP BELOW
EXTERIOR FACING:
METAL PANEL
C
8" x 16 GA. METAL
STUDS 16" O.C.
5/8'' GWB
R-21 FIBERGLASS
INSULATION
(2) LAYERS 3/8" FIRE TREATED
OSB W/ WEATHER BARRIER
2 1/4"
3/8"3/8"
8"5/8"
ALPOLIC 4MM ALUM/METAL
COMPOSITE PANEL, DRY JOINT
INSTALLATION.
7 1/4" (5)
9 1/4" (3)
8'' 16GA. METAL
STUDS @ 16'' O.C.
5/8'' GWB
CONT. BOTTOM
TRACK RUNNER
INTERIOR
PARTITION
OR SOFFIT
3
FILL ALL VOIDS WITH FIRE
SAFING INSULATION &
SEALANT FOR COMPLETE
ASSEMBLY
PROVIDE GAP BETWEEN
WALL HEAD & ROOF /
FLOOR DECK TO ALLOW
FOR DEFLECTION
CONT. TOP TRACK
5/8'' GWB
INTERIOR
PARTITION
4
EXISTING WALL TO REMAIN.
REMOVE EIFS AND PREPARE
SUBSTRUCTURE FOR NEW GWB
EXTERIOR
FACING: METAL PANEL
8" x 16 GA. METAL STUDS 16" O.C.
5/8'' EXTERIOR GYP SHEATHING
W/ WEATHER BARRIER
ALPOLIC 4MM ALUM/METAL
COMPOSITE PANEL, DRY JOINT
INSTALLATION.
2 1/4"
5/8"
8"
5/8"
2 1/4"
1' - 1 3/4"
D
EXTERIOR
FACING: METAL PANEL
3 5/8"x20 GA. METAL STUDS @ 16"
O.C. BRACE TO REMAINING PARAPET
WALL, AS REQUIRED.
5/8'' EXTERIOR GYP SHEATHING
W/ WEATHER BARRIER
ALPOLIC 4MM ALUM/METAL
COMPOSITE PANEL, DRY JOINT
INSTALLATION.
V.I.F.3 5/8"
5/8"
2 1/4"
E
NEW FRONT FACING PARAPET WITH
EXISTING PARAPET BEHIND
6"5/8'' GWB EXTEND 6" ABOVE
NEW CEILING.
5 SIMILAR EXCEPT
6" METAL STUD
F SIMILAR EXCEPT
6" METAL STUD & ROOF BOARD
IN LIEU OF GWB
6 SIMILAR EXCEPT
6" METAL STUD
1SEE SCHEDULEDOOR HEIGHT2"SEE SCHEDULE
DOOR HEIGHT
2"2"
2SEE SCHEDULEDOOR HEIGHT2"SEE SCHEDULE
DOOR HEIGHT
2"2"
STEEL FRAMED
JAMBS & HEADERS SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/15/2021 12:22:02 PMDesignerAuthorCheckerPERMIT8/24/20WALL TYPES & DOORSCHEDULENUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A002293 KING STREETNORTHAMPTON, MA 01060DOOR SCHEDULE
DOO
R NO.
ROOM NAME DOOR FRAME
LABEL
HDW
SET REMARKSFROM TO TYPE
SIZE
MAT'L FINISH TYPE MAT'L FINISH SILLW HT THK
101 VESTIBULE 2 3' - 0" 7' - 0" 0' - 1 3/4" AL/GL PREFIN WINDOW J ALUM PREFIN ADA ALUM - 1
102 VESTIBULE 2 3' - 0" 7' - 0" 0' - 1 3/4" AL/GL PREFIN WINDOW H ALUM PREFIN ADA ALUM - 1
103 ACCESSORY VEHICLE 2 6' - 0" 7' - 0" 0' - 1 3/4" AL/GL PREFIN WINDOW A ALUM PREFIN ADA ALUM - 4
104 ACCESSORY VEHICLE 3 10' - 0" 10' - 0" 0' - 1 3/4" AL/GL PREFIN 2 STEEL PREFIN - - 3 ALUMINUM/GLASS SECTIONAL DOOR
105 VEHICLE DELIVERY CENTER 3 10' - 0" 10' - 0" 0' - 1 3/4" AL/GL PREFIN 2 STEEL PREFIN - - 3 ALUMINUM/GLASS SECTIONAL DOOR
106 VEHICLE DELIVERY CENTER 3 10' - 0" 10' - 0" 0' - 1 3/4" AL/GL PREFIN 2 STEEL PREFIN - - 3 ALUMINUM/GLASS SECTIONAL DOOR
107 VEHICLE DELIVERY CENTER 3 10' - 0" 10' - 0" 0' - 1 3/4" AL/GL PREFIN 2 STEEL PREFIN - - 3 ALUMINUM/GLASS SECTIONAL DOOR
108 F&I SHOWROOM 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4" WOOD PREFIN WINDOW C ALUM PREFIN - - 5
109 F&I HALL 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4" WOOD PREFIN WINDOW C ALUM PREFIN - - 5
110 HALL BREAK ROOM 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4" WOOD PREFIN 1 SIM ALUM PREFIN - - 6
111 SALES MANAGERS BDC 1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD PREFIN 1 HM PAINT - - 5
115 VESTIBULE SHOWROOM 2 6' - 0" 7' - 0" 0' - 1 3/4" AL/GL PREFIN WINDOW R ALUM PREFIN - - 2
116 BOUTIQUE/ INTERNET BAR WOMEN'S 1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD PREFIN EXIST EXIST PAINT CTT - 6
117 BOUTIQUE/ INTERNET BAR MEN'S 1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD PREFIN EXIST EXIST PAINT CTT - 6
120 SALES MANAGERS SHOWROOM 6' - 0" 7' - 10 1/4" GLASS --- WINDOW S ALUM PREFIN - - GLASS BARN DOOR
121 GM OFFICE SHOWROOM 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4"WOOD PREFIN WINDOW M ALUM PREFIN - - 5
122 SERVICE MGR HALL 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4" WOOD PREFIN WINDOW N ALUM PREFIN - - 5
123 HALL OFFICE 1 3' - 0" 7' - 10 1/4" 0' - 1 3/4" WOOD PREFIN WINDOW P ALUM PREFIN - - 5
124 CASHIER BOUTIQUE/ INTERNET BAR 1 3' - 0" 7' - 0" 0' - 1 3/4" WOOD PREFIN 1 SIM ALUM PREFIN - - 5
1/4" = 1'-0"
DOOR LEGEND
1" = 1'-0"
WALL TYPES
DOOR SCHEDULE NOTES:
• ANY BLANK LOCATION IS ASSUMED TO BE EXTERIOR.
• SEE DRAWING A003 FOR STOREFRONT/CURTAINWALL WINDOW FRAME ELEVATIONS
• NEW WOOD DOORS TO BE 404 VT DOOR TYPE, PC-HDPL - 5 HIGH PRESSURE DECORATIVE LAMINATE BONDED PARTICLE BOARD CORE, 5 PLY CONSTRUCTION DOORS BY VT INDUSTRIES
ARCHITECTURAL DOORS. FINISH TO BE NEVAMAR WZ2001 SANTA ROSA PLUM TREE, MATTE FINISH.
• ALUMINUM GLASS SWING DOORS TO BE KAWNEER, NARROR STILE CENTER HUNG DOOR WITH CLEAR ANODIZED FINISH.
• ALUMINUM GLASS SECTIONAL DOORS TO MATCH EXISTING SERVICE DOORS. PROVIDE WITH POWER OPERATORS.
1/4" = 1'-0"
FRAME LEGEND
HARDWARE GROUPS:
GROUP 1: (EXTERIOR STOREFRONT SINGLE DOOR)
(1) CONTINUOUS HINGE
(1) OFFSET PULL HANDLE
(1) RIM EXIT DEVISE
(1) CLOSERS
(1) ADA THRESHOLD
ALL HARDWARE BY DOOR SUPPLIER
GROUP 2: (INTERIOR STOREFRONT DOUBLE DOOR)
(2) CONTINUOUS HINGES
(2) OFFSET PULL HANDLES
(2) PUSH HANDLES
(2) CLOSERS
ALL HARDWARE BY DOOR SUPPLIER
GROUP 3: (EXTERIOR GLASS OVERHEAD DOORS)
NO HARDWARE REQURED
GROUP 4: (EXTERIOR STOREFRONT DOUBLE DOOR)
(2) CONTINUOUS HINGES
(2) OFFSET PULL HANDLES
(2) EXIT DEVISE CONCEALED VERTICAL ROD
(2) CLOSERS
(2) ADA THRESHOLD
ALL HARDWARE BY DOOR SUPPLIER
GROUP 5: OFFICE DOORS
(3) BUTT HINGES
(1) LOCKSET OFFICE FUNCTION
(1) DOOR STOP
(3) SILENCERS
ALL HARDWARE BY DOOR SUPPLIER
GROUP 6: PUBLIC RESTROOMS& BREAK RM
(3) BUTT HINGES
(1) PASSAGE SET
(1) CLOSER
(1) DOOR STOP
(3) SILENSERS
(1) KICK PLATE
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/192door schedule updates9/29/204owner revisions1/8/215door 124 height1/15/212
DOORS 112,113, 114, 118 & 119 HAVE BEEN DELETED
4
5
2"
1' - 3"
2"6' - 0"2"
1' - 3"
2"
9' - 2"2"2' - 8"2"4' - 11"2"1' - 9"2"10' - 0"A
103
GL1
GL1
GL1
GL1
GL2 GL2GL2
KAWNEER 451T CLEAR ANODIZED FINISH 2' - 11"5' - 1"2' - 0"B
2"
4' - 9"2"4' - 9"
2"2"7' - 9"2"1' - 9"2"10' - 0"GL1
GL2
GL1
GL2
KAWNEER 451T CLEAR ANODIZED FINISH
C
108
1 3/4"1' - 8 1/2"1 3/4"5' - 10 1/4"1 3/4"8' - 0"1 3/4"
2' - 8 1/2"
1 3/4"
2' - 8 1/2"
1 3/4"
3' - 0"
1 3/4"
9' - 0"
3' - 0"7' - 10 1/4"GL3GL4
KAWNEER 450 CLEAR ANODIZED FINISH
GL3GL3
2' - 0"1 3/4"
3' - 5 5/8"
1 3/4"
3' - 5 3/4"
1 3/4"
3' - 5 5/8"
1 3/4"
11' - 0"1 3/4"1' - 8 1/2"1 3/4"5' - 10 1/4"1 3/4"D
GL4GL4GL4
KAWNEER 450 CLEAR ANODIZED FINISH2' - 0"GL3 GL3 GL3
GL3
GL3 GL3
KAWNEER 450 CLEAR ANODIZED FINISH
5' - 6"6' - 0"
1 3/4"4"
7' - 0"
GL3
11' - 7 3/4"4"7' - 0"
1 3/4"
3' - 3 3/8"
1 3/4"
3' - 3 3/8"
1 3/4"
4"
1 3/4"
6' - 0"
1 3/4"
2' - 6 3/8"
1 3/4"
2' - 6 3/8"
1 3/4"8' - 0"1 3/4"5' - 10 1/4"1 3/4"1' - 8 1/2"1 3/4"2' - 0"120
L
GL3
GL3
GL3
GL3
R
GL3 GL3
GL3 GL3
KAWNEER 450 CLEAR ANODIZED FINISH2' - 0"1 3/4"5' - 10 1/4"1 3/4"1' - 8 1/2"1 3/4"1 3/4"
3' - 0"
1 3/4"
2' - 9 1/2"
1 3/4"
2' - 9 1/2"
1 3/4"
9' - 2"
M
121
8' - 0"KAWNEER 1600 SYSTEM 1 CLEAR ANODIZED
REFER TO PLAN FOR HORIZONTAL DIMENSIONS
GL1
GL1
GL1
GL2
GL2
GL1
GL1
GL1
GL2
GL2
GL2
GL2
GL2
24' - 0"6' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2' - 0"2 1/2"5' - 9 1/2"2 1/2"3' - 8 1/4"2 1/2"3' - 9 1/2"2 1/2"3' - 9 1/2"2 1/2"3' - 9 1/2"2 1/2"1' - 8 1/4"2 1/2"2 1/2"2' - 8 1/4"2 1/2"7' - 0"101H
GL5 GL5GL5
GL1
GL1
GL1
GL2
GL2
GL1
GL1
GL1
GL2
GL2
GL2
GL2
GL2
KAWNEER 1600 SYSTEM 1 CLEAR ANODIZED
REFER TO PLAN FOR HORIZONTAL DIMENSIONS2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"6' - 0"GL5 GL5GL5
7' - 0"2 1/2"2' - 8 1/4"2 1/2"1' - 10 3/4"2 1/2"3' - 9 1/2"2 1/2"3' - 9 1/2"2 1/2"3' - 9 1/2"2 1/2"3' - 10 3/4"5' - 9 1/2"2 1/2"24' - 0"102J
H1012 1/2"2'
- 3 1/8"+/-1 7/8"+/-1 3/4"2 1/2"
2' - 4"+/-1 7/8"
+/-1 3/4"3' - 0"51
.00°
7 1 /2 "7 1/2"METAL PANEL8' -
1
0
3
/4"OUTSI
DE FACE OF STUD8' - 8
1
/8"
7 1 /2 "3' - 0"2 1/2"2' - 3 1/8"+/-1 7/8"+/-1 3/4"2 1 /2 "2 ' - 4 "+/-1 7 /8 "+/-1 3/4"7
1
/
2
"
7 1/2"
7 1/2"51.00°J
102
METAL PANEL8' - 10 7/8"OUTSIDE FACE OF STUD8' - 8 1/8"10' - 0"2"2' - 8"2"4' - 11"2"1' - 9"2"115
K
14' - 4"
2"
3' - 10"
2"
6' - 0"
2"
3' - 10"
2"
KAWNEER 451T CLEAR ANODIZED FINISH
GL1
GL1
GL2
GL1
GL1
GL2GL2
2' - 0"8' - 0"1 3/4"5' - 10 1/4"1 3/4"1' - 8 1/2"1 3/4"9' - 0"
1 3/4"
2' - 8 1/2"
1 3/4"
2' - 8 1/2"
1 3/4"
3' - 0"
1 3/4"
GL3GL3
GL3GL3
122
N KAWNEER 450 CLEAR ANODIZED FINISH
123
P 1 3/4"5' - 10 1/4"1 3/4"1' - 8 1/2"1 3/4"8' - 0"1 3/4"
3' - 0"
1 3/4"
2' - 8 1/2"
1 3/4"
2' - 8 1/2"
1 3/4"
9' - 0"
GL3GL3
GL3GL3
2' - 0"KAWNEER 450 CLEAR ANODIZED FINISH4' - 0"18' - 0"5' - 0"
2"4' - 8"2"
Q
GL 2
KAWNEER 451T CLEAR ANODIZED FINISH SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/1/2021 4:14:17 PMDesignerAuthorCheckerPERMIT8/24/20WINDOW SCHEDULE &ELEVATIONNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A003293 KING STREETNORTHAMPTON, MA 01060GLASS SCHEDULE
GL1 1" TEMPERED INSULATED GLASS UNIT
SOLAR BAN 60
1/4" TEMPERED CLEAR LOW E (2ND SURFACE)
1/2" AIR SPACE ARGON FILLED
1/4" TEMPERED CLEAR
GL2 1" INSULATED GLASS UNIT
SOLAR BAN 60
1/4" CLEAR LOW E (2ND SURFACE)
1/2" AIR SPACE ARGON FILLED
1/4" CLEAR
GL3 INTERIOR TEMPERED GLASS
1/4" TEMPERED CLEAR
GL4 INTERIOR GLASS
1/4" CLEAR
GL5 1" INSULATED GLASS SPANDREL UNIT
SOLAR BAN 60
1/4" CLEAR LOW E (2ND SURFACE)
1/2" AIR SPACE ARGON FILLED
1/4" CLEAR WITH SPANDREL COATING NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/194owner revisions1/8/216ONWER REVISIONS2/1/21WINDOWS E, F & G HAVE BEEN DELETED
4
6
6
UP
UP
UP
UP REF.F.O. PANEL1' - 0" TO+/- 72' - 4 1/4" EXISTING+/- 14' - 3" EXISTING23' - 11 3/4"32' - 0"72' - 0"4' - 8"19' - 3 1/2"72' - 0"10' - 0"21' - 2"
30' - 6"VESTIBULE100SHOWROOM
101
2' - 4"10' - 0"3' - 4"10' - 0"3' - 4"10' - 0"3' - 4"10' - 0"2' - 2"
6"23' - 5 3/4"6"54' - 6"1' - 2 1/2"9' - 2"2' - 4"10' - 0"8"
3 5/8"
EX GWB TO FOS
9' - 3"
F&I
104
F&I
105
BREAK
ROOM
106
HALL
107
BDC
108
SALES
MANAGERS
109
QUIET
LOUNGE
101B
BOUTIQUE/
INTERNET
BAR
111
WOMEN'S
112
MEN'S
113CASHIER
114
PARTS
MGR
115
OFFICE
116
SERVICE
MGR
117
HALL
118
RETAIL
PARTS
119
ELEV
EQUIP.
120
TECH
PARTS
121
PARTS
122
TECH
RESTROOM
123
LOCKERS
124
BREAKROOM
125
SERVICE
BAYS
126
SERVICE
RECEPTION
&
ADVISORS
127
A2002
VEHICLE
DELIVERY
CENTER
103 ACCESSORY
VEHICLE
102
A200
5
A200
4
A2001
108
103
104105106107
ex
ex
ex
ex
ex
ex
ex
ex
ex
ex
ex
ex
ex exexexexex
exex
ex
exexexexexex
ex
B
A
C
109
C
D
1
1
1
1
1 2
2
1
2 2
B
2
C02 3 5/8"9' - 7 1/4"3 5/8"EX GWB TO FOS20' - 0 5/8"C02
R 10' - 0 5/8"
R 11' - 5 3/8"
47' - 4 1/2"29' - 10 1/2"CUSTOMER
CENTER
101A
6"+/- 13' - 9 3/4"
3 5/8"6 3/8"18' - 0 7/8"10 1/8" GWB TO GWB11' - 8"5' CLEAR5' - 0"1
+/- 2' - 3 3/8"
C01
1' -
6
"
C04
C04
C04
2
2
2
A600
1
C06
C07
4
4
4
A603
1
EXIST. WALL
2 3/4"
FACE OF FACE OF EXISTING WALL20' - 2 3/4"R 1 0 ' - 0 "2 22 4
4
6
6
C
A
ABOVE
2'-0" AFF
BELOW
2'-0" AFF
A
B
ABOVE
2'-0" AFF
BELOW 2'-0" AFF
2 7/8"8"
C01 +/- 19' - 10 1/2" P.T.P.11' - 2 1/4"D
C08
10' - 0"
2
A600
1
A201
KA601
1 A60217 1/8"10' - 1 1/4"7 3/4"2
A201
A601
6
3
2
8"
3 5/8"
EX GWB TO FOS
9' - 3"
4
5
C09
FINISHED
3' - 0"1 1/2"23' - 10 1/4"9
+/- 1' - 0 7/8"13' - 10"24' - 5 3/8"14' - 3 5/8"
1' - 4 1/8"
7 5 3
55' - 0"
C
B
6"10' - 11 3/8"12' - 6 3/8"115
11611714' - 5 5/8"3 5/8"110
120
111
L
GM
OFFICE
110
A1012
M
121
1
1
122N P
1231244
4
4
10' - 0 5/8"
F.O.S.
1' - 4 3/4"EX WALL TO F.O.S.+/- 21' - 1 5/8"F.O.S. TO F.O.S.+/- 17' - 5 5/8"EX WALL TO F.O.S.+/- 20' - 6 3/8"R
EX GWB TO CL7' - 8 1/4"A003
14
6
7
PLASTIC LAMINATED CABINETS & COUNTERTOPS
5' - 7"3' - 0"3' - 0"
custom full height
cabinet (similar to
oven built in) with
finished microwave
shelf area
(microwave not
built-in)2' - 6"1' - 8"2' - 10"SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/8/2021 4:10:17 PMDesignerAuthorCheckerPERMIT8/24/20FIRST FLOOR PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A101293 KING STREETNORTHAMPTON, MA 01060CONSTRUCTION NOTES
LABEL NOTE
C01 ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL.
C02 ALIGN FACE OF NEW WALL WITH FACE OF WALL ABOVE.
C03 EXTEND NEW WALL TO UNDERSIDE OF EXISTING ROOF DECK. GWB ON NON
SHOWROOM SIDE TO TERMINATE 6" ABOVE CEILING ON FIRST FLOOR.
C04 HONDA PROTOTYPE INFO CENTER WALLS, EXTEND WALLS 18'-0" AFF & PROVIDE
LID. SEE DETAILS.
C05 INFILL AREA OF WINDOW REMOVAL WITH CONSTRUCTION SIMILAR WITH WALL TO
REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW FINISHES PER SCHEDULE.
C06 20' DIAMETER F.P. RECEPTION DESK, AS PER CHANGE UP HONDA PROTOTYPE
FIXTURE F-1A
C07 RECEPTION WALL, AS PER CHANGE UP HONDA PROTOTYPE FIXTURE F-2A.
C08 NEW SERVICE VIEW BAR CORIAN GRAYLITE, 1'-4" DEEP x WIDTH AS INDICATED ON
PLAN, WITH 3" LIP.
C09 REPLACE EXISTING WATER COOLER WITH NEW ADA COMPLIANT WATER COOLER
WITH BOTTLE FILL STATION.
C10 ALIGN NEW WINDOW WITH EXISTING WALL. HEIGHT OF WINDOW TO ALIGN WITH
EIFS JOINT ON THE EXTERIOR.
NOTE:
• ALL DIMENSIONS ARE FACE OF STUD UNLESS NOTED OTHERWISE
• SOLID SHADED AREAS INDICATE AREAS OF NEW ADDITION NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/192door schedule updates9/29/204owner revisions1/8/216ONWER REVISIONS2/1/217revised kitchenette2/8/212 2
1/4" = 1'-0"2 KITCHENETTE ELEVATION
DN
DN
DN
DN
A2002
A200
5
A200
4
GENERAL
OFFICE
204
OFFICE
203
BREAK
ROOM
202
HALL
201
WOMEN
205
MEN
206
MECH
207
PART
STORAGE
208
EXIT
STAIR
209
EXIT
STAIR
210
OPEN TO SERVICE BAYS BELOW
OPEN TO PARTS
RECEIVING
BELOW
OPEN TO SHOWROOM BELOW
ex
ex
ex
ex
ex
ex
ex
ex
ex
8"3 5/8"
6' - 10 7/8"
1 2
1
1
1
C03
C01
C04
C04
C04
C05
5
5
5
AREA ABOVE
FIRST FLOOR
CELING
AREA ABOVE
FIRST FLOOR
CELING
AREA ABOVE
FIRST FLOOR
CELING
3' - 6"6"
A6021
2
A201
A6013
3
2
9 7 5 3
C
B
5' - 0"
+/- 2' - 5 7/8"
C10 Q SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/1/2021 4:14:20 PMDesignerAuthorCheckerPERMIT8/24/20SECOND FLOOR PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A102293 KING STREETNORTHAMPTON, MA 01060CONSTRUCTION NOTES
LABEL NOTE
C01 ALIGN FINISHED FACE OF NEW WALL WITH FINISHED FACE OF EXISTING WALL.
C02 ALIGN FACE OF NEW WALL WITH FACE OF WALL ABOVE.
C03 EXTEND NEW WALL TO UNDERSIDE OF EXISTING ROOF DECK. GWB ON NON
SHOWROOM SIDE TO TERMINATE 6" ABOVE CEILING ON FIRST FLOOR.
C04 HONDA PROTOTYPE INFO CENTER WALLS, EXTEND WALLS 18'-0" AFF & PROVIDE
LID. SEE DETAILS.
C05 INFILL AREA OF WINDOW REMOVAL WITH CONSTRUCTION SIMILAR WITH WALL TO
REMAIN. PATCH AND REPAIR AS REQUIRED FOR NEW FINISHES PER SCHEDULE.
C06 20' DIAMETER F.P. RECEPTION DESK, AS PER CHANGE UP HONDA PROTOTYPE
FIXTURE F-1A
C07 RECEPTION WALL, AS PER CHANGE UP HONDA PROTOTYPE FIXTURE F-2A.
C08 NEW SERVICE VIEW BAR CORIAN GRAYLITE, 1'-4" DEEP x WIDTH AS INDICATED ON
PLAN, WITH 3" LIP.
C09 REPLACE EXISTING WATER COOLER WITH NEW ADA COMPLIANT WATER COOLER
WITH BOTTLE FILL STATION.
C10 ALIGN NEW WINDOW WITH EXISTING WALL. HEIGHT OF WINDOW TO ALIGN WITH
EIFS JOINT ON THE EXTERIOR.
NOTE:
• ALL DIMENSIONS ARE FACE OF STUD UNLESS NOTED OTHERWISE NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/196ONWER REVISIONS2/1/216
REF.
A2002
A200
5
A200
4
A2001
EXISTING PARAPET TO BE CUT BACK
TO ALIGN WITH NEW PARAPET WALL
HEIGHT. PROVIDE NEW ALUMINUM
CAP THAT COVERS BOTH EXISTING
WALL & NEW WALL EXTENTION.
PROVIDE ANY NEW ROOF FLASHING
AS REQUIRED.
EXISTING PARAPET TO BE CUT BACK
TO ALIGN WITH NEW PARAPET WALL
HEIGHT. PROVIDE NEW ALUMINUM
CAP THAT COVERS BOTH EXISTING
WALL & NEW WALL EXTENTION.
PROVIDE ANY NEW ROOF FLASHING
AS REQUIRED.
REMOVE EXISTING WAVE
EXTEND EXISTING EXTERIOR WALL
1'-0" ABOVE EXISTING EIFS. NEW
EXTENSION TO HAVE METAL WALL
PANELS FLUSH WITH EIFS. SEE
SECTIONS & ELEVATIONS.
D
EXTEND EXISTING EXTERIOR WALL
1'-0" ABOVE EXISTING EIFS. NEW
EXTENSION TO HAVE METAL WALL
PANELS FLUSH WITH EIFS. SEE
SECTIONS & ELEVATIONS.
NEW OPEN WAVE
EXISTING SERVICE CANOPY. REMOVE & REPLACE
EXISTING METAL PANELS WITH NEW ALPOLIC
DRY JOINT METAL PANELS "HONDA BLUE" ON
FRONT, "HONDA WHITE" ON TOP & BOTTOM.
REPAIR CANOPY STRUCTURE AS REQUIRED.
E
E
E
E
E
E
5
A500
1
A201
LIMITS OF NEW CYLINDER REFER
TO A601 FOR PLANS, SECTIONS &
ELEVATIONS.90.00°PROVIDE FLASHING BETWEEN NEW
CONSTRUCTION AND EXISTING
ROOFING, PER MANUFACTURER'S
RECOMENDATIONS
EXISTING ROOF TO REMAIN
PROTECT DURING CONSTRUCTION
TAPERED
INSULATION
1/4"/1'-0"EXT F.O.S.R 9' - 9"INT. F.O.S.
R 9' - 1"METAL PANELR 10'
-
0"
8' - 7 1/2"
F.O.EIFS
1' - 1 1/2"
NEW WALL ABOVE
EXISTING WALL
NEW WALLS ABOVE
EXISTING WALL
2
A201
9 7 5 3
C
B
A101
2
A003
7
A003
13 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:50:55 PMDesignerAuthorCheckerPERMIT8/24/20ROOF PLAN & DETAILSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A103293 KING STREETNORTHAMPTON, MA 010601/8" = 1'-0"1 ROOF PLAN
NOTE:
• SOLID SHADED AREAS INDICATE AREAS OF NEW ADDITION
• CROS HATCHED AREAS INDICATE FLASHING BETWEEN NEW &
EXISTING ROOFING MEMBRANES NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
UP
UP
UP
UP
REF.33' - 8"CTB-2
PT1 & 7
ACT-1
CT-2
100
CTB-1&2
PT1&7
PT-1 ACT-1
CT-1&2
101
RB-1
PT12
ACT-1
LVT-2
104
RB-1
PT12
ACT-1
LVT-2
105
RB-1
PT12
LVT-1
CPT-1
106
RB-1
PT12
ACT-1
LVT-1
108
RB-1
PT12
ACT-1
LVT-2
109
RB-1
PT11&6
ACT-1
CT-2
101B
CT-1
PT1&7
ACT-1
CT-1
111
122
CTB-5
CT-4/PT11
GWB PT1
CT-3
112
CTB-6
CT-6/PT2
GWB PT1
CT-5
113
RB-1
PT7
ACT-1
LVT-2
114RB-1PT4ACT-1RT-1115RB-1
PT7
-
RT-1
119
CT-2
PT1&7
ACT-1
CT-2
118
RB-1
PT1
ACT-1
LVT-2
116
CT-?
E-1
127
RB-1
PT1
ACT-1
LVT-2
117
121
123
124
125
126
A2002
CT-?
PT-1
PT-6
E1
103
CTB-2
PT-1&6
PT-1
CT-2
102
A200
5
A200
4
A2001R 10
' -
0
"R 23' - 0"CT-1
CT-2CT-1 CT-2CT-2CT-2CT-1
LVT-2LVT-1
LVT-1 LVT-2 LVT-2
CT-5 CT-3
CT-1 CT1PT7ACT-1CT-1107RB-1
PT7&11
PT-1
CT-2
101A
R
9' - 4"
R 27' - 0"F.O.EW. TO RADIUS CENTER+/- 29' - 10 1/2"F.O.EW. TO RADIUS CENTER
+/- 35' - 10 1/2"
F.O.EW. TO RADIUS CENTER
+/- 47' - 9 1/8"F.O.EW. TO RADIUS CENTER+/- 29' - 10 1/2"A6021
A601
6
3
PT11PT7PT11
PT7
2EQ10' - 0"EQ4
5PT7PT7 ALL
SIDESPT3
PT7PT7PT7
PT7PT7 F16
F21
F22
F14
F20
F19
F17
F17
F25
F24
F23
F26
F26
F26
F26
F26
F26
F26
F26
F26
F27
F27
F27
F27
F27
NOTE:
• SOLID SHADED AREAS INDICATE AREAS OF NEW ADDITION.PT-6F26F26F26
F26
F26
F26
F26 F26
F28 PT7CT-2CT-2A101
2
PT11
LVT-2
RB-1
PT12
ACT-1
LVT-2
110
4
4
4
4 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:50:57 PMDesignerAuthorCheckerPERMIT8/24/20FIRST FLOOR FINISH PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A104293 KING STREETNORTHAMPTON, MA 01060FINISH NOTES
LABEL NOTE
F01 BENDABLE PLYWOOD WITH PLASTIC LAMAINATE FINISH PL1 WILSONART P354-01
DESINER WHITE , HIGH GLOSS FINISH.
F02 BENDABLE PLYWOOD WITH HP PLASTIC LAMAINATE FINISH MT1 NUMETAL BRUSHED
STAINLESS STEEL CORRUGATED 603-256 (ALUM).
F03 INFO CENTER REVEL CONTRACTORS OPTION REVEL OR BEAD. REVEL IS 1/4"x1/4" REVEL
PAINTED P9 SCUFFMASTER ENVIROMETAL EM9732R SILVER. BEAD IS NEW YORK METAL
FLAT RECTANGULAR BARS (ALUM) NYM-3032(ALUM) 1/4"x1/4".
F04 INFO CENTER CURVED GWB WALL PAINTED P3, BENJAMIN MOORE ATHENS BLUE #797.
F05 HONDA EMBLEM GRAPHIC CHANGE UP G-3A
F06 60" FLAT SCREEN TV BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED
WIRING.
F07 HONDA GRAPHIC POSTERS
F08 FREE FLOATING "COLOR BAR" BY CASEWORK CONTRACTOR. CHANGE UP F3 FIXTURE
ITEM.
F09 FREE FLOATING "INFO CENTER BAR" BY CASEWORK CONTRACTOR. CHANGE UP F4
FIXTURE ITEM.
F10 MONITORS BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED WIRING.
F11 "INFO CENTER COLOR CHART" BY CASEWORK CONTRACTOR. CHANGE UP F17 FIXTURE
ITEM.
F12 14' DIAMETER x6" TALL SUSPENDED CEILING ELEMENT BY LAMLITE OR EQUAL. FINISH TO
BE ML1CHEMETAL #927 LIGHT STAINLESS STEEL ALUMINUM. SUSPEND FROM
STRUCTURE WITH THREADED ROD & UNISTRUT, BOTTOM 16'-6" AFF. CHANGE UP F14
FIXTURE ITEM.
F13 LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN FOR FIXTURE TYPE & MOUNTING
HEIGHTS.
F14 GRAPHIC ALCOVE WITH COVE LIGHTING
F15 FRBRICATED STEEL LETTERS WITH 2" RETURN. CHANGE UP G-1A "HONDA NAME
LETTERS - FEATURE VEHICLE WALL"
F16 "ACCESSORIES DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F5 FIXTURE ITEM.
F17 MODIFIED "CASHIER COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F8 FIXTURE
ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F19 MODIFIED "RETAIL PARTS COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F9
FIXTURE ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F20 REMOVE EXISTING WATER COOLER AND ENLARGE AREA AS INDICATED ON PLANS.
PROVIDE A NEW ADA COMPLIANT WATER COOLER WITH BOTTLE FILL STATION.
F21 "BOUTIQUE SHELVES" BY CASEWORK CONTRACTOR. CHANGE UP F10 FIXTURE ITEM.
F22 "SERVICE VIEW BAR" BY CASEWORK CONTRACTOR. CHANGE UP F11 FIXTURE ITEM.
F23 "RECEPTION DESK" BY CASEWORK CONTRACTOR. CHANGE UP F1A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F24 "RECEPTION WALL" BY CASEWORK CONTRACTOR. CHANGE UP F2A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F25 CYLINDER SOFFIT ABOVE. BOTTOM OF FINISHED SOFFIT @ 17'-4" AFF.
F26 FLOOR TRANSITION STRIP. REFER TO FINISH SCHEDULE FOR APPROPRIATE SELECTION
BASED ON FLOORING TYPES.
F27 CEILING SOFFIT ABOVE. REFER TO REFLECTED CEILING PLAN FOR ELEVATION OF
BOTTOM OF FINISHED SOFFIT.
F28 "MERCHANDISE DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F12 FIXTURE ITEM.
F29 DEALER NAME LETTERS PER HONDA GRAPHICS G6
F30 AREA IDENTIFIER LETTERS PER HONDA GRAPHICS G5
ALL FIXTURES TO BE PROVIIDED BY HONDA PRE-APPROVED
VENDORS IDEAL IMAGE OR EWI. NO SUBSTITUTE VENDORS
ALLOWED WITHOUT RECEIVING PRIOR WRITTEN APPROVAL ON
SHOP DRAWINGS FROM CHANGEUP.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/194owner revisions1/8/21
SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:50:57 PMDesignerAuthorCheckerPERMIT8/24/20FINISH SCHEDULE ANDMATERIALSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A105293 KING STREETNORTHAMPTON, MA 01060FINISH SCHEDULE:
CT1:
DAL-TILE - ANCHORAGE
24"x24", MATTE FINISH
AC-05 BEIGE
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#145 LIGHT SMOKE
NOTES: 1
CT2:
DAL-TILE - TIMBER GLEN CONTEMPORARY
6"x24", P-621 HICKORY
33% RUNNING BOND
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#105 EARTH
NOTES: 1
CT3:
DAL-TILE - KIMONA SILK
24"x24" FLOOR TILE
P-320 WHITE ORCHID
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#335 WINTER GRAY
NOTES: 2
CT4:
DAL-TILE - MODERN DIMENSIONS
4 1/4"x12 3/4" LINEAR WALL TILE
0761 MATTE URBAN PUTTY
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#382 BONE
NOTES: 2
CT5:
DAL-TILE - EXHIBITION
24"x24" FLOOR TILE
EX09 TWILL
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#335 WINTER GRAY
NOTES: 2
CT6:
DAL-TILE - MODERN DIMENSIONS
4 1/4"x12 3/4" LINEAR WALL TILE
0790 MATTE ARCTIC WHITE
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#115 PLATINUM
NOTES: 2
CT10:
PANTHEON FLOORING - HUE
12"x12", 100-058F
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#370 DOVE GRAY
NOTES: 2
CT12: (COVE BASE)
AUTOSTONE - METAL
3.75"x12", ALUMINUM
CTB1:
DAL-TILE - ANCHORAGE
3"x12" BULLNOSE S-43C9
AC-05 BEIGE, MATTE FINISH
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#145 LIGHT SMOKE
NOTES:1, 3
CTB2:
DAL-TILE - TIMBER GLEN
CONTEMPORARY
4"x24", BULLNOSE S-44F9
P-621 HICKORY
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#105 EARTH
NOTES:1, 3
CTB3:
DAL-TILE - MODERN DIMENSIONS
4 1/4"x12 3/4" SURFACE BULNOSE
S-44C9
0761 MATTE URBAN PUTTY
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#382 BONE
NOTES: 2, 3
CTB4:
DAL-TILE - MODERN DIMENSIONS
4 1/4"x12 3/4" SURFACE BULNOSE
S-44C9
0790 MATTE ARTIC WHITE
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#115 PLATINUM
NOTES: 2, 3
CTB5:
DAL-TILE - MATTE WALL TILE
4 1/4"x6" FLAT TOP COVE BASE A-3461
0761 MATTE URBAN PUTTY
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#382 BONE
NOTES: 2, 3
CTB6:
DAL-TILE - MATTE WALL TILE
4 1/4"x6" FLAT TOP COVE BASE A-3461
0790 MATTE ARTIC WHITE
GROUT:
CUSTOM BUILDING PRODUCTS
MODIFIED GROUT
#115 PLATINUM
NOTES: 2, 3
CTB?:
DAL-TILE -
6" FLAT TOP COVE BASE
COLOR TO MATCH EPOXY
PT1:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SATIN FINISH #526
COLOR PREVIEW - WHITE DIAMOND OC-61
PT2:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SEMI GLOSS #528
CLASSIC COLORS- 1B PELICAN GRAY #1612
PT4:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SATIN FINISH #528
CLASSIC COLORS - 1B GRAYTINT #1611
PT5:
BENJAMIN MOORE
PAINT: AURA WATERBORNE INTERIOR - EGGSHELL FINISH #524
CLASSIC COLORS - 1B GRAYTINT #1611
PT6:
BENJAMIN MOORE
PAINT: AURA WATERBORNE INTERIOR - EGGSHELL FINISH #524
CLASSIC COLORS - 4B FRENCH BERET #1610
PT7:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SATIN FINISH #526
ATHENS BLUE #797
PT11:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SATIN FINISH #526
CLASSIC COLORS - 1B WINTER WHEAT #232
PT12:
BENJAMIN MOORE
PRIMER: MULTI-PURPOSE LATEX PRIMER #N023
PAINT: AURA WATERBORNE INTERIOR - SATIN FINISH #526
CLASSIC COLORS - 1B NATURE'S ESSENTIALS #1521
ACT1:
USG - #419 FROST CLIMAPLUS
WHITE, 24"x24"x3/4"
(FLB) EDGE DETAIL
LVT1:
INTERFACE
BRUSHED LINES .25Mx1M
A01604 GALENA
CREATE 1M BLOCK WITH 4 TILES
1/4 TURN 1M BLOCKS
LVT2:
INTERFACE
BRUSHED LINES .25Mx1M
A01605 GRAPHITE
CREATE 1M BLOCK WITH 4 TILES
1/4 TURN 1M BLOCKS
E1:
DURA-FLEX -
POLY-CRETE SHOP FLOORING
COLOR CONCRETE GRAY
CPT1:
INTERFACE FLOR
12364 ABOVE BOARD
19"x19" MODULAR TILE, BRICK INSTALL
#100756 BIRCH
CPT2:
INTERFACE FLOR
14620 SEW STRAIGHT
19"x19" MODULAR TILE, BRICK INSTALL
#102407 PURL
VCT1:
ARMSTRONG - MIGRATIONS BBT Z3547
12"x12", HAIL
RB1:
ROPPE CORP. - PINNACLE STANDARD
RUBBER WALL BASE TYPE TS
4" HIGH x 18" THICK
100 BLACK
TS1:
TRANSITION CT TO CT
SCHLUTER - SCHIENE
(AE) SATIN ANODIZED
NOTES: 4
TS2:
TRANSITION CT TO CPT
SCHLUTER - RENO-TK
(AE) SATIN ANODIZED
NOTES: 4
TS3:
TRANSITION CPT TO VCT
SCHLUTER - RENO-V
(AE) SATIN ANODIZED
NOTES: 4
FINISH SCHEDULE NOTES:
1. APPLY PRE-GROUT & POST-GROUT SEALERS AS RECOMMENDED BY DALTILE. POLISHED TILE
REQUIRED PRE-GROUT SEALER: DUPONT STONE TECH PROFESSIONAL BULLET PROOF OR AQUA MIX
ULTRA-SOLV. POLISHED TILE REQUIRED POST-GROUT SEALER: DUPONT STONE TECH PROFESSIONAL
IMPREGNATOR PRO OR AQUA MIX SEALERS CHOICE GOLD BY DALL TILE. ALWAYS USE THE SEALER
WHEN APPLYING BOTH BEFORE AND AFTER GROUTING. NEVER MIX WATER-BASED SEALERS WITH
SOLVENT-BASED SEALERS ON THE SAME TILES.
2. MATTE TILE REQUIRED PRE-GROUT RELEASE: DUPONT STONE TECH PROFESSIONAL IMPREGNATOR
PRO OR AQUA MIX GROUT RELEASE.
3. PROVIDE ALL REQUIRED TRIM, BASE AND OUTSIDE CORNER PIECES. ADDITIONAL LEAD TIME MAY BE
REQUIRED FOR THESE PIECES.
4. PROVIDE FLOORING TRANSITION STRIP BETWEEN DISSIMILAR FLOORING MATERIALS, OR AS
INDIDATED ON FLOOR FINISH PLAN.
ROOM FINISH SCHEDULE
ROOM
NO.ROOM NAME
FLOOR
BASE
WALLS CEILING
REMARKSMAT'L FINISH MAT'L FINISH FINISH HEIGHT
100 VESTIBULE EXIST CT-2 CTB-2 GWB PT1 ACT-1 20' - 0"
101 SHOWROOM EXIST CT-1&2 CTB-1&2 GWB/EXIST PT1 & PT7 PT-1 ACT-1 +/- 22' - 10" / 17' - 8"
101A CUSTOMER CENTER EXIST CT-2 RB-1 GWB/EXIST PT7 & PT11 PT-1 12' - 0"
101B QUIET LOUNGE EXIST CT-2 RB-1 GWB/EXIST PT11 ACT-1 12' - 0"
102 ACCESSORY VEHICLE CT-2 CTB-2 GWB PT1 & PT6 PT-1 +/- 14' - 0" NEW GWB CEILING ON BOTTOM OF EXISTING ROOF GIRTS.
103 VEHICLE DELIVERY CENTER E1 CT-? GWB PT4 PT-6 +/- 14' - 0" NEW GWB CEILING ON BOTTOM OF EXISTING ROOF GIRTS.
104 F&I EXIST LVT-2 RB-1 GWB/EXIST PT12 ACT-1 10' - 0"
105 F&I EXIST LVT-2 RB-1 EXIST PT12 ACT-1 10' - 0"
106 BREAK ROOM EXIST CPT-1 RB-1 GWB/EXIST PT1 LVT-1 10' - 0"
107 HALL EXIST CT-1 CT1 GWB/EXIST PT1 ACT-1 10' - 0"
108 BDC EXIST LVT-1 RB-1 GWB/EXIST PT11 ACT-1 10' - 0"
109 SALES MANAGERS EXIST LVT-2 RB-1 GWB/EXIST PT12 ACT-1 10' - 0"
110 GM OFFICE LVT-2 RB-1 ACT-1
111 BOUTIQUE/ INTERNET BAR EXIST CT-1 CT-1 GWB/EXIST PT1 ACT-1 10' - 0"
112 WOMEN'S EXIST CT-3 CTB-5 EXIST CT4 & PT11 GWB PT1 9' - 0"
113 MEN'S EXIST CT-5 CTB-6 EXIST CT6 & PT2 GWB PT1 9' - 0"
114 CASHIER EXIST LVT-2 RB-1 EXIST PT1 ACT-1 10' - 0"
115 PARTS MGR EXIST RT-1 RB-1 EXIST PT1 ACT-1 10' - 0"
116 OFFICE EXIST LVT-2 RB-1 EXIST PT1 ACT-1 10' - 0"
117 SERVICE MGR EXIST LVT-2 RB-1 EXIST PT1 ACT-1 10' - 0"
118 HALL EXIST CT-2 CT-2 GWB/EXIST PT1 ACT-1 10' - 0"
119 RETAIL PARTS EXIST RT-1 RB-1 EXIST - - 9' - 0"
120 ELEV EQUIP.EXISTING ROOM TO REMAIN AS IS
121 TECH PARTS EXISTING ROOM TO REMAIN AS IS
122 PARTS EXISTING ROOM TO REMAIN AS IS
123 TECH RESTROOM EXISTING ROOM TO REMAIN AS IS
124 LOCKERS EXISTING ROOM TO REMAIN AS IS
125 BREAKROOM EXISTING ROOM TO REMAIN AS IS
126 SERVICE BAYS EXISTING ROOM TO REMAIN AS IS
127 SERVICE RECEPTION & ADVISORS E-1 CT-?EXISTING ROOM TO REMAIN AS IS
128 COMPRESSORS EXISTING ROOM TO REMAIN AS IS
201 HALL EXISTING ROOM TO REMAIN AS IS
202 BREAK ROOM EXISTING ROOM TO REMAIN AS IS
203 OFFICE EXISTING ROOM TO REMAIN AS IS
204 GENERAL OFFICE EXIST EXIST EXIST GWB/EXIST PT1 EXIST EXIST
205 WOMEN EXISTING ROOM TO REMAIN AS IS
206 MEN EXISTING ROOM TO REMAIN AS IS
207 MECH EXISTING ROOM TO REMAIN AS IS
208 PART STORAGE NEW WALL: PT1 & BASE TO MATCH EXISTING, PATCH FLOOR
& CEILING AS REQUIRED AT NEW WALL
209 EXIT STAIR EXISTING ROOM TO REMAIN AS IS
210 EXIT STAIR EXISTING ROOM TO REMAIN AS IS
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/193VCT COLOR CHANGE10/5/204owner revisions1/8/213
4
4
4
4
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VZFF-4224-NNBBNRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4224-NNBBNRL- SERVICE DRIVE--1HHNVZCC-0024-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0024-AL- SERVICE DRIVE--1HHNVZTI-3224-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3224-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-DNNL- SERVICE DRIVE--1HHNVZAL-0024L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0024L- SERVICE DRIVE--1HHN
VZCL-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCL-4200-AL- SERVICE DRIVE--1HHN
X640-0120-1HASHAW---X640-0120---1HAS
M 600-8110-MA- SHO WRM1HAEHAWA- SHO WRM--M 600-8110-MA- SHO WRM--1HAE
M600-8110-MA- SHOWRM1HAEHAWA- SHOWRM--M600-8110-MA- SHOWRM--1HAE
VZCE-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCE-4200-AL- SERVICE DRIVE--1HHN
WUTS-1260-LJSCL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--WUTS-1260-LJSCL- SERVICE DRIVE--1HHKZZBT-0000-PNEL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBT-0000-PNEL- SERVICE DRIVE--1HHK
SZT-30-404M A6-1HZYHAW---SZT-30-404M A6---1HZY
VZFF-4224-NNO O NRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4224-NNO O NRL- SERVICE DRIVE--1HHNVZCC-0024-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0024-AL- SERVICE DRIVE--1HHNVZTI-3224-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3224-PNNL- SERVICE DRIVE--1HHNVZTI-0824-FNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-FNNL- SERVICE DRIVE--1HHNVZTI-0824-FNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-FNNL- SERVICE DRIVE--1HHNVZTI-0824-FNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-FNNL- SERVICE DRIVE--1HHNVZTI-0824-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-DNNL- SERVICE DRIVE--1HHNVZAL-0024L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0024L- SERVICE DRIVE--1HHN
WUTS-1260-LJSCL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--WUTS-1260-LJSCL- SERVICE DRIVE--1HHKZZBT-0000-PNEL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBT-0000-PNEL- SERVICE DRIVE--1HHK
JLRD-0336-SG-1HAFHAW---JLRD-0336-SG---1HAFJFWA-36-1HAFHAW---JFWA-36---1HAF
VZFF-4224-NNBBNRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4224-NNBBNRL- SERVICE DRIVE--1HHNVZCC-0024-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0024-AL- SERVICE DRIVE--1HHNVZTI-3224-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3224-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-DNNL- SERVICE DRIVE--1HHNVZAL-0024L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0024L- SERVICE DRIVE--1HHN
M 600-8110-MA- SHO WRM1HAEHAWA- SHO WRM--M 600-8110-MA- SHO WRM--1HAE
JPM
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1
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M 600-8110-MA- SHO WRM1HAEHAWA- SHO WRM--M 600-8110-MA- SHO WRM--1HAE
M 600-8110-MA- SHO WRM1HAEHAWA- SHO WRM--M 600-8110-MA- SHO WRM--1HAE
VZFF-4224-NNBBNRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4224-NNBBNRL- SERVICE DRIVE--1HHNVZCC-0024-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0024-AL- SERVICE DRIVE--1HHNVZTI-3224-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3224-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-PNNL- SERVICE DRIVE--1HHNVZTI-0824-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0824-DNNL- SERVICE DRIVE--1HHNVZAL-0024L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0024L- SERVICE DRIVE--1HHN
M
6
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8
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8
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JPM
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1
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F
JPMH-18-SG-1HAFHAW---JPMH-18-SG---1HAF
M600-8110-MH- INTERNET BAR1HAEHAWH- INTERNET BAR--M600-8110-MH- INTERNET BAR--1HAE
WURA-2460-LJSAL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--WURA-2460-LJSAL- SERVICE DRIVE--1HHKZZBD-1600-PLL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBD-1600-PLL- SERVICE DRIVE--1HHKZZBD-1600-PRL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBD-1600-PRL- SERVICE DRIVE--1HHKZZBA-0000-PRL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBA-0000-PRL- SERVICE DRIVE--1HHKZZBA-0000-PLL- SERVICE DRIVE1HHKHAWL- SERVICE DRIVE--ZZBA-0000-PLL- SERVICE DRIVE--1HHK
VZCL-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCL-4200-AL- SERVICE DRIVE--1HHN
X640-0120-1HASHAW---X640-0120---1HAS
JLRD-0336-SGC- F & I O
F
F
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1
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--JLRD-0336-SGC- F & I O
F
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1
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FICES--1HAF
SZT-30-404M A6-1HZYHAW---SZT-30-404M A6---1HZY
VZCE-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCE-4200-AL- SERVICE DRIVE--1HHN
M
6
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0
-
8
1
1
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-
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1
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600-8110-MH- INTERNET BAR--1HAE
JLRD-0336-SGC- F & I O
F
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1
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--JLRD-0336-SGC- F & I O
F
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3
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FICES--1HAF
VZFF-4260-N3HBNRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4260-N3HBNRL- SERVICE DRIVE--1HHNVZCC-0060-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0060-AL- SERVICE DRIVE--1HHNVZEB-0000-3L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZEB-0000-3L- SERVICE DRIVE--1HHNVZER-0003-ML- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZER-0003-ML- SERVICE DRIVE--1HHNVZEF-0R0PL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZEF-0R0PL- SERVICE DRIVE--1HHNVZAD-0000-RL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAD-0000-RL- SERVICE DRIVE--1HHNVZAD-0000-RL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAD-0000-RL- SERVICE DRIVE--1HHNVZTI-3260-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3260-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-DNNL- SERVICE DRIVE--1HHNVZAL-0060L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0060L- SERVICE DRIVE--1HHN VZFF-4260-N3HBNRL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZFF-4260-N3HBNRL- SERVICE DRIVE--1HHNVZCC-0060-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCC-0060-AL- SERVICE DRIVE--1HHNVZEB-0000-3L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZEB-0000-3L- SERVICE DRIVE--1HHNVZER-0003-ML- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZER-0003-ML- SERVICE DRIVE--1HHNVZEF-0R0PL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZEF-0R0PL- SERVICE DRIVE--1HHNVZAD-0000-RL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAD-0000-RL- SERVICE DRIVE--1HHNVZAD-0000-RL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAD-0000-RL- SERVICE DRIVE--1HHNVZTI-3260-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-3260-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-PNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-PNNL- SERVICE DRIVE--1HHNVZTI-0860-DNNL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZTI-0860-DNNL- SERVICE DRIVE--1HHNVZAL-0060L- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZAL-0060L- SERVICE DRIVE--1HHN
VZCE-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCE-4200-AL- SERVICE DRIVE--1HHN
JFWA-36F- SALES MNGRS1HAFHAWF- SALES MNGRS--JFWA-36F- SALES MNGRS--1HAF
VZCL-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCL-4200-AL- SERVICE DRIVE--1HHN
VZCL-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCL-4200-AL- SERVICE DRIVE--1HHNVZCL-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCL-4200-AL- SERVICE DRIVE--1HHN
SZTC-30-402MA6L- SERVICE DRIVE1HZ3HAWL- SERVICE DRIVE--SZTC-30-402MA6L- SERVICE DRIVE--1HZ3 SZTC-30-402MA6L- SERVICE DRIVE1HZ3HAWL- SERVICE DRIVE--SZTC-30-402MA6L- SERVICE DRIVE--1HZ3VZCE-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCE-4200-AL- SERVICE DRIVE--1HHNVZCE-4200-AL- SERVICE DRIVE1HHNHAWL- SERVICE DRIVE--VZCE-4200-AL- SERVICE DRIVE--1HHN
JPM
H
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1
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F X640-0120-1HASHAW---X640-0120---1HAS
SZT-30-404M A6-1HZYHAW---SZT-30-404M A6---1HZY
JPM
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X640-0120-1HASHAW---X640-0120---1HAS X640-0120-1HASHAW---X640-0120---1HAS
SZT-30-404M A6-1HZYHAW---SZT-30-404M A6---1HZY
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X640-0120-1HASHAW---X640-0120---1HAS
X640-0120-1HASHAW---X640-0120---1HASX640-0120-1HASHAW---X640-0120---1HAS
JFWA-36F- SALES MNGRS1HAFHAWF- SALES MNGRS--JFWA-36F- SALES MNGRS--1HAF
JFWA-36F- SALES MNGRS1HAFHAWF- SALES MNGRS--JFWA-36F- SALES MNGRS--1HAF
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZYSZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
SZT-30-404MA6E- GM OFFICE1HZYHAWE- GM OFFICE--SZT-30-404MA6E- GM OFFICE--1HZY
X640-0120J- SERVICE M NG R1HASHAWJ- SERVICE M NG R--X640-0120J- SERVICE M NG R--1HAS
SZT-30-404M A6J- SERVICE M NG R1HZYHAWJ- SERVICE M NG R--SZT-30-404M A6J- SERVICE M NG R--1HZY
X640-0120J- SERVICE M NG R1HASHAWJ- SERVICE M NG R--X640-0120J- SERVICE M NG R--1HAS
JLRD-0336-SGJ- SERVICE M
N
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JLRD-0336-SGJ- SERVICE M
N
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-1HAF
UP
UP
UP
UP
REF.
VESTIBULE
100
SHOWROOM
101
F&I
104
F&I
105
BREAK
ROOM
106
HALL
107
BDC
108
SALES
MANAGERS
109
QUIET
LOUNGE
101B
BOUTIQUE/
INTERNET
BAR
111
WOMEN'S
112MEN'S
113
CASHIER
114
PARTS
MGR
115
OFFICE
116
SERVICE
MGR
117
HALL
118
RETAIL
PARTS
119
ELEV
EQUIP.
120
TECH
PARTS
121
PARTS
122
TECH
RESTROOM
123
LOCKERS
124
BREAKROOM
125
SERVICE
BAYS
126
SERVICE
RECEPTION
&
ADVISORS
127
VEHICLE
DELIVERY
CENTER
103
ACCESSORY
VEHICLE
102
CUSTOMER
CENTER
101A
9 7 5 3
C
B
FFE1
FFE2
FFE2
FFE2
FFE14
FFE3 FFE3
FFE4 FFE4 FFE4
FFE5
FFE5 FFE5
FFE6
FFE6
FFE6
FFE2
FFE7
FFE7
FFE7
FFE3FFE3
FFE3
FFE11
FFE12
FFE13
4
4 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:50:59 PMDesignerAuthorCheckerPERMIT8/24/20F.F.&E. PLAN & SCHEDULENUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A106293 KING STREETNORTHAMPTON, MA 01060FURNITURE NOTES
FFE1 INTERNET BAR CHARGING TABLE. (1) STRASSA TABLE, NATIONAL
OFFICE FURNITURE. (6) FN-6 IMPROV STOOLS.
FFE2 TASK CHAIR. (1) ZODY TASK CHAIR FN-11
FFE3 (1) X-SERIES U-SHAPED DESK FN17, FN19 & FN-20, (1) ZODY TASK
CHAIR FN-11, (2) X-99 GUEST CHAIR FN-10 & (1) X-SERIES 36"W
LATERAL FILE FN-23.
FFE4 (1) SERVICE ADVISOR DESK, (1) ZODY TASK STOOL FN-12, & (1)
X-SERIES MOBIL PEDESTAL FN-18.
FFE5 (1) SINGLE CONSULTATION DESK X-SERIES FN-17, (1) ZODY TASK
CHAIR FN-11, & (2) X-99 GUEST CHAIRS FN-10.
FFE6 (2) SINGLE CONSULTATION DESK X-SERIES FN-16B, (2) ZODY TASK
CHAIR FN-11, (4) X-99 GUEST CHAIRS FN-10 & FN-14 PANEL
CONFIGURATION CONSULTATION STATIONS.
FFE7 (1) COMPOSITE INFORMATION CENTER TABLES FN-7, & (3) IMPROVE
STOOLS FN-6.
FFE11 QUIET LOUNGE (10) FN-4 HELLO LOUNGE CHAIRS & (2) FN-5 JIVE END
TABLE.
FFE12 CUSTOMER CENTER (12) FN-4 HELLO LOUNGE CHAIRS, (3) FN-5 JIVE
END TABLES & (2) FN-13 JIVE COFFEE TABLES.
FFE13 (2) JIVE ROUND TABLES FN-26, & (8) VERY WIRE FRAME STAKER
CHAIRS FN-27B.
FFE14 (1) DESK FN-20 & FN-21, (1) ZODY TASK CHAIR FN-11 & (1) X-99 GUEST
CHAIR FN-10.
FN-4 HELLO LOUNGE CHAIRS
HAWORTH HELLO SERIES CHAIR PART #4854-0011
FAUX-LEATHER SEAT, BACK, & HEADREST, MATCH EXISTING
WELLINGTON-BLACK FAUX-LEATHER
TRIM , METALLIC SILVER, TR-LE
FN-5 JIVE END TABLE
HAWORTH JIVE TABLE, PART # TS00-2CM0
24"x24"x20"H LAMINATE NEVAMAR SANTA ROSA PLUM TREE, H-N11
BASE METALLIC SILVER , TR-LE
FN-6 IMPROV STOOLS
HAWORTH IMPROV SEATING, PART #M600-8110-M
BLACK FAUX-LEATHER SEAT & BACK, WELLINGTON-BLACK FAUX-LEATHER
(4) LEG, METALLIC SILVER FRAME, TR-LE
FIXED ARMS, BLACK TR-F
FN-7 COMPOSE TABLE
HAWORTH COMPOSE TABLE, PART # TS00-27U8
30" Rx42"H LAMINATE BAR-HEIGHT TABLE
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
METALLIC SILVER BASE, TR-LE
FN-10 X99 GUEST CHAIRS
HAWORTH X99 SEMINAR CHAIR
BLACK MESH BACK (MO-BL), WELLINGTON-BLACK FAUX-LEATHER SEAT,
BLACK FIXED ARMS, METALIC BASE (TR-LE) ON CASTERS.
FN-11 ZODY TASK CHAIR
HAWORTH ZODY TASK CHAIR
BLACK MESH BACK (MA-001), WELLINGTON-BLACK FAUX-LEATHER SEAT,
BLACK TRIM, HEIGHT ADJUSTABLE ARMS,
METALIC BASE (TR-LE) ON CASTERS.
FN-12 ZODY TASK STOOL
HAWORTH ZODY TASK STOOL
BLACK MESH BACK (MA-001), WELLINGTON-BLACK FAUX-LEATHER SEAT,
BLACK TRIM, CHOME FOOTRING, HEIGHT ADJUSTABLE ARMS,
FRAME: METALIC SILVER(TR-LE) ON CASTERS.
FN-13 JIVE COFFEE TABLE
HAWORTH JIVE TABLE, PART # TS00-29R8
24"x48"x20"H LAMINATE NEVAMAR SANTA ROSA PLUM TREE, H-N11
BASE METALLIC SILVER , TR-LE
FN-14 PANEL CONFIGURATION 2-SIDED SALES CONULTATION STATION
HAWORTH COMPOSE LAMINATE DIVIDING PANELS WITH
FROSTED & CLEAR GLASS TOPPERS
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
TRIM COLOR: METALIC SILVER, TR-OLE & SMOKE, TR-OOE
GLASS: CLEAR GRADE ASK-01C, SATIN ETCH GRADE C SK-E21
FN-16B D-SHAPED WORK SURFACE
HAWORTH ADAPTABLE COMPONENTS PART #SPLM-2443
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
SUPPORT COLUMN: WUCC-0004
TRIM COLOR: METALIC SILVER, TR-LE
12" END PANEL SUPPORT: ZZFS-1200-LNEJ, SMOKE, H-3E
FN-17 D-SHAPED WORK SURFACE
HAWORTH X SERIES 30"x60" DESK
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
END PANEL: SMOKE, TR-E
SUPPORT COLUMN: SMOKE, TR-E
FN-18 X-SERIES MOBILE PEDESTAL
HAWORTH X-SERIES BOX/BOX/FILE CONFIGURATION
6"/6"/12" DRAWERS
PAINT: METALLIC SILVER , TR-LE
LOCK & LOCK RING: CHROME, LR-BP
FN-19 BRIDGE WORK SURFACE
HAWORTH X SERIES 24"x42" BRIDGE
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
METALLIC SILVER BASE, TR-LE
FN-20 DESK
HAWORTH X SERIES SINGLE PEDESTAL 24"x60" DESK
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
METALLIC SILVER BASE, TR-LE
END PANEL: SMOKE, TR-E
LOCK & LOCK RING: CHROME, LR-BP
FN-21 DESK RETURN
HAWORTH X SERIES RETURN
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
METALLIC SILVER BASE, TR-LE
END PANEL: SMOKE, TR-E
FN-23 X-SERIES LATERAL FILE
HAWORTH X-SERIES LATERAL FILE PART # JLRD-0336-SG
36"W, 3 HIGH, LOCKING METAL LATERAL FILE
METALLIC SILVER , TR-LE
LOCK & LOCK RING: CHROME, LR-BP
FN-23 SIMILAR X-SERIES CABINETS
HAWORTH X-SERIES CABINETS
30"W, 3-HIGH METAL STORAGE CABINET LOCKING
INCLUDING COUNTERWEIGHT & LINEN LAMINATED TOP
METALLIC SILVER , TR-LE
FN-25 PLANES CONFERENCE TABLE
HAWORTH PLANES TABLE, PART # SPLM-1764
48" ROUND LAMINATE TABLE
LAMINATE: NEVAMAR SANTA ROSA PLUM TREE, H-N11
TRIM: METALLIC SILVER, TR-LE
FN-26 JIVE TABLE
HAWORTH JIVE TABLE,
42" ROUND LAMINATE TABLE
LAMINATE LINEN
METALLIC SILVER 4-PRING BASE
FN-27B VERY STACKING CHAIRS
HAWORTH VERY WIRE STACKER PART # SCH-44-OS
POLYPROPYLENE SHELL, FOG TR-7
FRAME CHROME KR-V
FN -28, FN-29 & FN-30 SALES WORKROOM WORKSTATIONS
HAWORTH COMPOSE 50"H BACK & SIDE FABRIC PANELS
WITH RACEWAYS & ELECTRICAL DOWN SPINE.
(1) HARDWIRE BASEFEEDS,
STRIAE-BAND FABRIC, METALLIC SILVER TRIM
48"W COMPOSE WORK SURFACE WITH PENCIL DRAWER
LINEN LAMINATE
ALL FURNITURE TO BE PROCURED PER SPECS IN CHANGE UP
DID BOOK FOR THIS FACILITY. NO SUBSTITUTE FURNITURE
SPECS ALLOWED WITHOUT RECEIVING PRIOR WRITTEN
APPROVAL FROM CHANGE UP.
STRASSA TABLE
NATIONAL OFFICE FURNITURE
42"Wx96"Dx42"H LAMINATE BAR HEIGHT TABLE
PANEL LEGS
DESIGNER WHITE LAMINATE
(2) SILVER GROMMETS (2-ELEC & 2-USB EA.)
SALES MANAGERS WORKSTATIONS
HAWORTH COMPOSE 42"H FRONT & 24"W WING PANELS WITH
METAL & LAMINATE TILES WITH RACEWAYS & ELECTRICAL DOWN SPINE.
(5) HARDWIRE BASEFEEDS,
METALLIC SILVER & SMOOTH PLASTER METAL TILES,
SANTA ROSE PLUM TREE LAMINATE TILES,
METALLIC SILVER & SMOKE TRIM
48"W COMPOSE WORK SURFACE, WITH 12"x48" TOP WORK SURFACE
SERVICE ADVISORS WORKSTATIONS
HAWORTH COMPOSE STATIONS 60"W x 42"H FRONT & 24"W WING PANELS WITH
METAL & LAMINATE TILES WITH RACEWAYS & ELECTRICAL DOWN SPINE.
(1) HARDWIRE BASEFEEDS,
METALLIC SILVER & SMOOTH PLASTER METAL TILES,
SANTA ROSE PLUM TREE LAMINATE TILES,
METALLIC SILVER & SMOKE TRIM
60"W COMPOSE WORK SURFACE, 12"x 60" TOP WORK SURFACE
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/194owner revisions1/8/21
REF.
A2002
A200
5
A200
4
A2001
A6021
A601
6
3
2
4
5
9 7 5 3
C
B
G-9G-9G-9G-9G-9G-9G-9G-9G-1BG-1BG-5GG-5D
G-5C
EG-9
EG-13A
EG-13A
G-5F
EG-8
EG-7
EG-6A
G-8
G-3C
G-1A
G-2A
G-3A
G-4
G-3C
EG-13D
EG-14A
G-5B G-5A
G-4
G-4
G-6
A101
2
A003
7
A003
13 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:00 PMDesignerAuthorCheckerPERMIT8/24/20GRAPHICS PLANNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A107293 KING STREETNORTHAMPTON, MA 010603/32" = 1'-0"1 FIRST FLOOR PLAN- GRAPHICS
EXTERIOR GRAPHICS LEGEND
EG-6A HONDA EMBLEM 8x10 (EG-6A), BY PATTERSON SIGN GROUP
EG-7 HONDA NAME LETTERS 2'-0" H (EG-7) - HONDA, BY PATTERSON SIGN
GROUP
EG-8 HONDA NAME LETTERS 3'-0" H (EG-8) DEALERS NAME - LIA, BY
PATTERSON SIGN GROUP
EG-9 HONDA SERVICE CENTER LETTERS 2'-6" H (EG-9), BY PATTERSON SIGN
GROUP
EG-13A HONDA OVAL SIGNS 2x8 ILLUMINATED (EG-13A) SERVICE RECEPTION,
BY PATTERSON SIGN GROUP
EG-13D HONDA OVAL SIGNS 2x8 ILLUMINATED (EG-13D) DELIVERY CENTER, BY
PATTERSON SIGN GROUP
EG-14A DOOR VINYL LETTERS (EG-14A) PARTS RECEIVING BY EWI WORLDWIDE
OR IDEAL IMAGES
INTERIOR GRAPHICS LEGEND
G-1A HONDA NAME LETTERS (G-1A) -HONDA, BY EWI WORLDWIDE OR IDEAL
IMAGES
G-1B HONDA NAME LETTERS (G1B)- SERVICE AREA BY EWI WORLDWIDE OR
IDEAL IMAGES.
G-2A HONDA FEATURE VEHICLE WALL GRAPHIC (G-2A), BY EWI WORLDWIDE
OR IDEAL IMAGES
G-3A HONDA EMBLEM INFO CENTER WALL (EG-3A), BY EWI WORLDWIDE OR
IDEAL IMAGES
G-3C HONDA EMBLEM WELCOME DESK (EG-3C), BY EWI WORLDWIDE OR
IDEAL IMAGES
G-4 HONDA GRAPHICS POSTER SET (G4) 28"W x 20.75"H BY EWI
WORLDWIDE OR IDEAL IMAGES
G-5A HONDA GRAPHICS AREA IDENTIFIER LETTERS, CUSTOMER CENTER
(G5A) BY EWI WORLDWIDE OR IDEAL IMAGES.
G-5B HONDA GRAPHICS AREA IDENTIFIER LETTERS, SERVICE (G5B) BY EWI
WORLDWIDE OR IDEAL IMAGES.
G-5C HONDA GRAPHICS AREA IDENTIFIER LETTERS, RETAIL PARTS (G5C) BY
EWI WORLDWIDE OR IDEAL IMAGES.
G-5D HONDA GRAPHICS AREA IDENTIFIER LETTERS, CASHIER (G5D) BY EWI
WORLDWIDE OR IDEAL IMAGES.
G-5F HONDA GRAPHICS AREA IDENTIFIER LETERS, SERVICE ADVISORS
(G-5F), BY EWI WORLDWIDE OR IDEAL IMAGES
G-5G HONDA GRAPHICS AREA IDENTIFIER LETTERS, RESTROOMS (G5G) BY
EWI WORLDWIDE OR IDEAL IMAGES.
G-6 HONDA DEALER NAME LETTERS FOR RECEPTION AREA (G-6) - LIA, BY
EWI WORLDWIDE OR IDEAL IMAGES
G-8 HONDA WELCOME LETTERS (EG-8), BY EWI WORLDWIDE OR IDEAL
IMAGES
G-9 HONDA SERVICE BANNERS (G9) 3'-0"H x 12'-0"W BY EWI WORLDWIDE OR
IDEAL IMAGES.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
FIRST FLOOR PLAN
0' -0"
E07
E08E13 E10
E03E04
E06
E02
E10
E19 E19 E13E18 E10
E10
E06 E06
E10 E03 E04
E06
E10
E13
E16
E10
E
D
E
EQ EQ
EQ
22' - 5"
EQ 2' - 6"2' - 6"E17 +/-1'-0"24' - 0"1' - 0"4"+/- 5' - 8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2' - 0"2
A600
5
A500
CYLIDER ROOF
25' -8"4' - 0"24' - 0"2
A201
C B
3' - 0"
E02
FIRST FLOOR PLAN
0' -0"
FIRST FLOOR PLAN
0' -0"
SERVICE ROOF
18' -0"
UPPER ROOF
23' -2 1/2"
UPPER ROOF
23' -2 1/2"
104 105 106 107
E02
E18
E04
E06
E10
E06
E01
E07
E14
E13
E19
E01 E01
E10
E19
24' - 0"E07
E17
1
A201
CYLIDER ROOF
25' -8"
CYLIDER ROOF
25' -8"
5
A600 9753
FIRST FLOOR PLAN
0' -0"
FIRST FLOOR PLAN
0' -0"
SERVICE ROOF
18' -0"
UPPER ROOF
23' -2 1/2"UPPER ROOF
23' -2 1/2"
E11
E04
E02
E18
E03
E10
E06
E08
E19
exexexE10 E10 E19E06E10E06E10E06E06E06
E10
1
A201CYLIDER ROOF
25' -8"CYLIDER ROOF
25' -8"
5
A600
9 7 5 3
E20
+/- 2' - 5 7/8"
5' - 0"
Q
4' - 0"+/- 14' - 0"6
FIRST FLOOR PLAN
0' -0"
B
103
A
E01 E07
E07
E10
E05
E05
E14
E01
CYLIDER ROOF
25' -8"
2
A201
C B
E17
A500
5 Sim SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/1/2021 4:14:24 PMDesignerAuthorCheckerPERMIT8/24/20EXTERIOR ELEVATIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A200293 KING STREETNORTHAMPTON, MA 01060ELEVATION NOTES
LABEL NOTE
E18 HONDA EMBLEM SIGN 8x10 GEN-3 PER HONDA & CHANGE UP SPECIFICATIONS
E19 METAL PANEL WALL PANELS, ALPOLIC DRY JOINT "HONDA SILVER METALIC"
E20 INFILL ARE OF DEMO WITH NEW EIFS TO MATCH ADJACENT.
ELEVATION NOTES
LABEL NOTE
E10 EXISTING EIFS TO REMAIN, PROTECT DURING CONSTRUCTION. REFINISH TO MATCH NEW EIFS
DRYVIT "HONDA CHINA WHITE".
E11 NEW 2' DEEP SERVICE CANOPY. WALL ATTACHMENT REQUIRED. CONSTRUCTED WITH
ALPOLIC DRY JOINT METAL PANELS "HONDA BLUE" ON FRONT, "HONDA WHITE" TOP AND
BOTTOM.
E12 EXISTING DOORS TO REMAIN. PROTECT DURING CONSTRUCTION.
E13 HONDA SIGNAGE, REFER TO GRAPHICS PLAN A107.
E14 METAL PANEL TRIM ALPOLIC DRY JOINT "HONDA BLUE"
E15 NEW METAL WALL CAP FLASHING SIZE TBD. COLOR TO MATCH ALPOLIC "HONDA WHITE"
E16 EXISTING SERVICE CANOPY, REMOVE & REPLACE EXISTING METAL PANEL WITH ALPOLIC DRY
JOINT METAL PANELS "HONDA BLUE" ON FRONT, "HONDA WHITE" ON TOP AND BOTTOM.
E17 OVAL SIGNAGE 2'x8' ILLUMINATED SIGNS PER HONDA & CHANGE UP SPECIFICATIONS
ELEVATION NOTES
LABEL NOTE
E01 NEW CMU VENEER 2'-0" HIGH AS INDICATED ON PLANS & ELEVATIONS. ANCHOR SPLITFACE
BLOCK COLOR SD3-36 (USE LEHIGH MASONRY CEMENT SD-33) OR EQUAL.
E02 NEW CYLINDER 8" METAL STUD WALL WITH ALPOLIC DRY JOINT METAL PANELS "HONDA BLUE".
E03 METAL PANEL TRIM ALPOLIC DRY JOINT "HONDA SILVER METALIC"
E04 KAWNEER 1600 SYSTEM 1 CURTAIN WALL, CLEAR ANODIZED FINISH & SOLARBAN 90 GLAZING.
E05 KAWNEER 451T STOREFRONT WINDOW, CLEAR ANODIZED FINISH & SOLARBAN 90 GLAZING.
E06 EXISTING STOREFRONT WINDOWS AND/OR DOORS TO REMAIN. PROTECT DURING
CONSTRUCTION.
E07 NEW EXTERIOR WALL CMU BASE WITH EIFS ABOVE. EIFS THICKNESS, JOINT PATTERN AND
FINISH TO MATCH EXISTING.
E08 NEW POST MOUNTED OPEN WAVE CANOPY. CONSTRUCTED WITH ALPOLIC DRY JOINT METAL
PANELS. FASCIA "HONDA BLUE", TOP & BOTTOM TO BE WHITE.
1/8" = 1'-0"1 WEST ELEVATION
1/8" = 1'-0"4 SOUTH ELEVATION
1/8" = 1'-0"5 NORTH ELEVATION
1/8" = 1'-0"2 PARTIAL WEST ELEVATION NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/196ONWER REVISIONS2/1/21
FIRST FLOOR PLAN
0' -0"
SECOND FLOOR PLAN
10' -10"
2
A201
A500
3
A500
1 C B
NEW WALL CONSTRUCTION:
• 4" CMU VENEER BASE WITH PRECAST
CAP.
• 1 1/2" EIFS DRYVIT OUTSULATION SYSTEM
OR EQUAL. (ABOVE MASONRY BASE.)
• 5/8" EXTERIOR GYP SHEATHING DENS
GLASS GOLD OR EQUAL.
• 6"X16 GA. METAL STUDS @ 16" O.C. WITH
FIBERGLASS BATT INSULATION R21.
• 5/8" GWB INTERIOR
EXISTING WALL BEYOND
EXISTING WALL TO REMAIN.
REMOVE "EIFS" IN AREAS AS
INDICATED ON DEMO PLANS &
ELEVATIONS. AREA ABOVE
CANOPY TO REMAIN AS IS
PROTECT DURNING
CONSTRUCTION.
EXISTING STANDING SEAM METAL ROOF TO
REMAIN. PROTECT DURING CONTRUCTION
OR REPLACE AS REQUIRED.
REMOVE EXISTING CANOPY FASCIA & CEILING.
PROVIDE NEW METAL FASCIA "HONDA BLUE"
EXISTING COLUMNS & PEIRS TO REMAIN.
SEE FLOOR PLAN TO DETERMINE IF THEY
ARE TO BE ENCLOSED IN NEW
CONSTRUCTION OR CLEANED & PAINTED.
ex
PROVIDE NEW
5/8" GWB ON
EXISTING
WALLS, TYP.
REMOVE EXISTING CEILING. PROVIDE
FIBERGLASS BATT INSULATION AND 5/8"
GYPSUM BOARD CEILING BETWEEN BEAMS.
PAINT EXISTING BEAMS.
FIRST FLOOR PLAN
0' -0"
SECOND FLOOR PLAN
10' -10"
1
A201
A500
2
9753
PROVIDE NEW 5/8" GWB ON
EXISTING WALLS, TYP.
EXISTING WALL TO REMAIN.
REMOVE "EIFS" IN AREAS AS
INDICATED ON DEMO PLANS &
ELEVATIONS. AREA ABOVE
CANOPY TO REMAIN AS IS
PROTECT DURNING
CONSTRUCTION.
EX EX EX EX EX
EXISTING COLUMNS & PEIRS TO REMAIN.
SEE FLOOR PLAN TO DETERMINE IF THEY
ARE TO BE ENCLOSED IN NEW
CONSTRUCTION OR CLEANED & PAINTED.
NEW WALL CONSTRUCTION:
• 4" CMU VENEER BASE WITH PRECAST
CAP.
• 1 1/2" EIFS DRYVIT OUTSULATION SYSTEM
OR EQUAL. (ABOVE MASONRY BASE.)
• 5/8" EXTERIOR GYP SHEATHING DENS
GLASS GOLD OR EQUAL.
• 6"X16 GA. METAL STUDS @ 16" O.C. WITH
FIBERGLASS BATT INSULATION R21.
• 5/8" GWB INTERIOR
EXISTING STANDING SEAM METAL ROOF TO
REMAIN. PROTECT DURING CONTRUCTION
OR REPLACE AS REQUIRED.
REMOVE EXISTING CANOPY
FASCIA & CEILING. PROVIDE
NEW METAL FASCIA "HONDA
BLUE"REMOVE EXISTING CEILING. CLEAN AND
PAINT EXISTING STRUCTURE & UNDERSIDE
OF ROOF.
"ACCESSORIES DISPLAY" BY
CASEWORK CONTRACTOR.
CHANGE UP F5 FIXTURE ITEM.SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:06 PMDesignerAuthorCheckerPERMIT8/24/20BUILDING SECTIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A201293 KING STREETNORTHAMPTON, MA 010601/4" = 1'-0"1 BUILDING SECTION A-A
1/4" = 1'-0"2 BUILDING SECTION B-B
1 1/2" = 1'-0"5 EIFS ROOF BASE DETAIL
1 1/2" = 1'-0"4 EIFS "V" REVEAL DETAIL
1 1/2" = 1'-0"6 EIFS STOREFRONT HEAD
3/4" = 1'-0"7 TYPICAL EIFS CONSTRUCTION
1 1/2" = 1'-0"3 EIFS BASE DETAIL MASONRY NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
DECODECODECOF22
F20
F20
F20
F7
F7
F7
F7
F7
F8A
F8A
F8A
F8A
F6
F12
F14
F14
F14F14F14
F14
F12
F12
F12
F12
F12
F12
F12F8 F8 F8F25F25F8 F8 F8 F8 F8
F6
F6
F6F6
F6
F6
F6F6
F6
F6
F6F6
F6
F6
F6
F1 TYP
F1 TYP F1 TYP
F1 TYP
F1 TYP
F2 F2
F2 F2
F2
F2
RF01
RF01
RF03
12' - 0"
10' - 0"
10' - 0"
10' - 0"10' - 0"10' - 0"
9' - 0"9' - 0"
10' - 0"
10' - 0"10' - 0"
10' - 0"
9' - 0"
9' - 0"
F6
F6
F6
F6F6F6F6
F6
F1 TYPF1 TYP10' - 0"
10' - 0"
F6 F6
F8A
F6 F6 F6
F6 F6 F6 F6 F6
F6
F6
F6F6
F6
F6
F13 F13 F13
F1 TYP F1 TYP
F28F28F28F28F28F28
F18AF18A F18A F18A F18A
F32AF32AF32A
F32A F32A F32A
F32AF32AF32A
F32A F32A F32A
F8 F8 F8 F8 F8 F8 F8
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F32A
F18
F18
F18
F18
F18
F18
F18 F18
F18
F18 F18F18F18
F18
F18
F18AF29F30F29 F29F30 F30 F30
F20
F22
F22
F22
F22
F6
RF02
9 7 5 3
C
B
8' - 0"
F12
F1 TYP
10' - 0"
6 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41052/1/2021 4:14:26 PMDesignerAuthorCheckerPERMIT8/24/20REFLECTED CEILING PLANSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A400293 KING STREETNORTHAMPTON, MA 01060REFLECTED CEILING NOTES
Label Note Comment
RF01 NEW SOFFIT WALL TYPE 3. BOTTOM OF SOFFIT AT 11'-8" AFF. REFER TO FLOORING PLAN AND ALIGN
WITH FLOORING INDICATED IN THIS AREA.
RF02 NEW SOFFIT WALL TYPE 1 OR EXISTING WALL AS INDICATED. BOTTOM OF SOFFIT AT 11'-8" AFF.
RF03 NEW SOFFIT AT ENTRY CYLINDER. WALL TYPE 3, BOTTOM OF SOFFIT AT 17'-4" AFF. PAINT ALL EXPOSED
SURFACES PT-7.
LIGHT FIXTURE SCHEDULE
Mark Manufacturer Model Description Lamp Watt Comments
F13 FOCAL POINT SEEM 4 LINEAR PENDANT, CLEAR ACRYLIC DIFFUSER, TITANIUM SILVER FINISH 2500 LUMENS LED, 4000K 21 SUSPEND @ 9'-0" AFF
F14 Ledalite EYELINE Linear Suspended LED Light Fixture 36W LED, 4800 LUMEN, 4000K 36 SUSPEND @ 9'-0" AFF
F18 SPECTRUM LUMEN MAX PRDH22LEDGV 22" HIGH BAY LED PENDANT, SILVER 11,000 LUMENS, 4000K 144
F18A VOIGT HBL 90 16" MID BAY LED PENDANT, SILVER 5,000 LUMENS, 4000K 50 SUSPEND @ 11' AFF
F20 CREE ESSENTIA SDL-6 6" RECESSED DOWNLIGHT, WIDE BEAM, CLEAR REFLECTOR & FLANGE 1x23W 1786 LUMENS LED, 4000K 23
F22 KIM LIGHTVAULT 8 LTV8FF 10 1/8" IN GROUND UP LIGHT 18 LEDS, 5000K 23
F25 LITELAB FUNDAMENTALS COLLECTION F22 PAR38 TRACK MOUNTED MEDIUM FLOOD, BRUSHED ALUMINUM 1x23W LED PART 38, 4100K 23 BOTTOM OF FIXTURE TO BE SUSPENDED 2' ABOVE
F18
F28 FOCAL POINT SEEM 4 LINEAR PENDANT, CLEAR ACRYLIC DIFFUSER, TITANIUM SILVER FINISH 2500 LUMENS LED, 4000K 21 SUSPEND @ 11' AFF
F29 JUNO TRAC-MASTER WALL WASH TRACK MOUNTED WALL WASH FIXTURE, WHITE 1x70W LED, 4000K 70
F30 AMERLUX SPEQ-S TRACK MOUNTED NARROW FLOOD, WHITE 1x15W LED, 4000K 15
F32A ALPHABET BETA6AR 6" PRENDANT MOUNT CYLINDER, WHITE HOUSING, SPECULAR
REFLECTOR
1x37W 3000 LUMENS LED, 4000K 37 SUSPEND @ 12'-0" AFF
F-DECO TECH ECHO GRANDE PENDANT DECORATIVE CYLINDER PENDANT, AMBER DIFFUSER, WHITE FINISH 1x11W A19 LED 2700K 11 SUSPEND @ 8'-0" AFF. HIGH CEILING APPLICATIONS
REQUIRE EXTRA LONG CORD TO BE ORDERED.
LIGHT FIXTURE SCHEDULE
Mark Manufacturer Model Description Lamp Watt Comments
F1 FOCAL POINT EQUATION 2 2x4 RECESSED TROFFER 4000 LUMENS LED, 4000K 41
F2 FOCAL POINT EQUATION 2 1x4 RECESSED TROFFER 4000 LUMENS LED, 4000K 43
F6 CREE ESSENTIA SDL-4 6" RECESSED DOWNLIGHT, WIDE BEAM, CLEAR REFLECTOR & FLANGE 1x15W 1097 LUMENS LED, 4000K 15
F7 INDY SDC6 9"x18" PENDANT LED CYLINDER, WHITE HOUSING, CLEAR DIFFUSE
REFLECTOR
1x23W 2000 LUMENS LED, 4000K, 80 CRI 23 SUSPEND @ 14'-0"
F8 LITELAB FUNDAMENTALS COLLECTION F22 PAR38 TRACK MOUNTED MEDIUM FLOOD, BRUSHED ALUMINUM 1x17W LED PAR 38, 4100K 17 BOTTOM OF FIXTURE TO BE SUSPENDED 2' ABOVE
F18
F8A AMERLUX IMPERIA T6 ZOON SPOT LIGHT FIXTURE T6 39 MOUNTED ON HONDA F-14 SUSPENDED CEILING
ELEMENT. PROVIDE 24" TRACK, & FLEX
CONNECTORS FOR EACH FIXTURE
F9 FOCAL POINT EQUATION 2 1x4 RECESSED TROFFER 4000 LUMENS LED, 4000K 43
F10 FOCAL POINT EQUATION 2 2x4 RECESSED TROFFER 4000 LUMENS LED, 4000K 41
F11 FOCAL POINT EQUATION 2 2x4 RECESSED TROFFER 4000 LUMENS LED, 4000K 41
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/196ONWER REVISIONS2/1/21
FIRST FLOOR PLAN
0' -0"1/2"11 1/2"4 1/2"
1/2"
METAL PANEL WALL
PANELS ALPOLIC DRY
JOINT "HONDA BLUE"
EXISTING STANDING SEAM
METAL ROOF TO REMAIN.
PROTECT DURING
CONTRUCTION OR
REPLACE AS REQUIRED.
6"X16 GA. METAL STUDS @
16" O.C. WITH FIBERGLASS
BATT INSULATION R21.
1 1/2" EIFS DRYVIT
OUTSULATION SYSTEM OR
EQUAL." OVER 5/8" EXTERIOR
GYP SHEATHING DENS GLASS
GOLD OR EQUAL.
4" CMU VENEER BASE WITH
PRECAST CAP. (BEYOND)
ALUMINUM/GLASS SECTIONAL
DOOR. INCLUDING ALL
ASSOCIATED ITEMS. PROVIDE
STEEL CHANELS TO CLOSE OF
HEAD & JAMBS.
5/8" GWB INTERIOR
14' - 7 1/2"FIRST FLOOR PLAN
0' -0"
C
A500
5 Sim
ALPOLIC 4MM ALUM/METAL
COMPOSITE PANEL, DRY JOINT
INSTALLATION.
EXISTING WALL TO REMAIN.
EXISTING "EIFS" IN AREAS
ABOVE CANOPY TO REMAIN
AS IS. PROTECT DURNING
CONSTRUCTION.
EXISTING STANDING SEAM METAL
ROOF TO REMAIN. PROTECT
DURING CONTRUCTION OR
REPLACE AS REQUIRED.
REMOVE EXISTING CEILING.
CLEAN AND PAINT EXISTING
STRUCTURE & UNDERSIDE OF
ROOF.
EXISTING WALL TO REMAIN.
REMOVE "EIFS" IN AREAS AS
INDICATED ON DEMO PLANS &
ELEVATIONS.PROVIDE NEW 5/8"
GWB ON NEW INTERIOR WALL SIDE
EXISTING WINDOW TO
REMAIN PROTECT DURING
CONTRUCTION.
REMOVE EXISTING PARAPET WALL
AS INDICATED. MODIFY ROOF
FLASHING AS REQUIRED AND
PROVIDE NEW AS RECOMMENDED
BY ROOFING MANUFACTURER.
FIRST FLOOR PLAN
0' -0"
3
B
A500
4
1 1/2" EIFS DRYVIT OUTSULATION
SYSTEM OR EQUAL." OVER 5/8"
EXTERIOR GYP SHEATHING DENS
GLASS GOLD OR EQUAL.
METAL PANEL WALL
PANELS ALPOLIC DRY
JOINT "HONDA BLUE"
4" CMU VENEER BASE
WITH PRECAST CAP.
(BEYOND)
6"X16 GA. METAL STUDS @
16" O.C. WITH FIBERGLASS
BATT INSULATION R21
5/8" GWB INTERIOR
KAWNEER 451T STOREFRONT
SYTEM WITH CLEAR
ANODIZED FINISH. SEE
WINDOW TYPES FOR
GLAZING.
REFER TO REFLECTED CEILING
PLAN FOR LIGHT FIXTURES
REMOVE EXISTING CEILING.
PROVIDE FIBERGLASS BATT
INSULATION AND 5/8" GYPSUM
BOARD CEILING BETWEEN
BEAMS. PAINT EXISTING BEAMS.
EXISTING METAL ROOF TO
REMAIN PROTECT DURING
CONSTRUCTION.
METAL FLASHING TO CLOSE OFF
NEW FASCIA TO EXISTING ROOF RIB
METAL PANEL WALL PANELS
ALPOLIC DRY JOINT "HONDA
BLUE"
ALPOLIC ATTACHMENT WITH 1/2"
BACKER ROD & SEALANT JOINT
ALPOLIC ATTACHMENT WITH 1/2"
BACKER ROD & SEALANT JOINT
1 1/2" METAL FRAMING
FASCIA SUPPORTS
SECURED TO WALL FRAMING
AND/OR ROOF GIRTS
5/8" EXTERIOR GYP SHEATHING
DENS GLASS GOLD OR EQUAL.
NEW P.T. WOOD BLOCKING
ON NEW & EXISTING WALLS
SLOPE AS REQUIRED.
3 5/8"x20 GA. METAL STUDS @ 16" O.C.
BRACE TO REMAINING PARAPET WALL,
AS REQUIRED.
ACM WALL PANEL/CAP BY ALPOLIC DRY
JOINT "HONDA SILVER METALIC" ,
WIDTH AS REQUIRED TO INCLUDE BOTH
WALLS. FRONT PROFILE TO MATCH
ADAJENT ROOF CAPS. PITCH CAP
TOWARDS ROOF.
REMOVE EXISTING PARAPET WALL
AS INDICATED. MODIFY ROOF
FLASHING AS REQUIRED AND
PROVIDE NEW AS RECOMMENDED
BY ROOFING MANUFACTURER.
REMOVE EXISTING CAP FLASHING
COMPLETE, REMOVE EXISTING METAL WALL
PANEL AS REQUIRED. REPAIR DAMAGE TO
EXISTING WALL FROM REMOVALS AND
PREPARE FOR NEW CONSTRUCTION ABOVE.
+/- 24' - 0" TOP OF EIFS+/- 10 1/2"5/8" EXTERIOR GYP SHEATHING DENS GLASS GOLD OR
EQUAL. DRAPE WATER PROOF MEMBRANE OVER
PARAPET AND ATTACHMENTS TO WEEPS.
BACKER ROD & SEALANT
DRIP REVEAL TRIM TO MATCH ACM
ACM ATTACHMENT CLIPS & SHIMS AS PER
MANUFACTURER. PROVIDE PANEL WEEP HOLES AT
HORIZ. JOINTS TYP.SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:08 PMDesignerAuthorCheckerPERMIT8/24/20WALL SECTIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A500293 KING STREETNORTHAMPTON, MA 010603/4" = 1'-0"3 WALL SECTION 1
3/4" = 1'-0"1 WALL SECTION 3
3/4" = 1'-0"2 WALL SECTION 2
1 1/2" = 1'-0"4 ROOF FASCIA DETAIL AT METAL ROOF EDGE
3" = 1'-0"6 METAL PANEL BASE DETAIL
3" = 1'-0"7 METAL PANEL CURTAINWALL HEAD DETAIL
3" = 1'-0"8 METAL PANEL CURTAIN WALL JAMB DETAIL
3" = 1'-0"9 METAL PANEL HORIZONTAL JOINT DETAIL
3" = 1'-0"10 METAL PANEL VERTICAL JOINT DETAIL
1" = 1'-0"5 METAL PANEL PARAPET DETAIL (EXISTING WALL)NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
5 1 .0 0 °
M
ETAL PAN
EL
+/- 8' - 10 7/8"
M E T A L P A N E L
+/- 8 ' - 1 0 3 /4 "51.00°METAL PANEL+/- 10' - 9 7/8"62.00°O U T S ID E F A C E O F S T U D
+/- 8 ' - 8 1 /8 "OUTSIDE FACE OF STUD+/- 10' - 6 5/8"O
UTSIDE FA
CE O
F ST
UD
+/- 8' - 8 1/8"
9' - 9"
OUTSIDE FACE OF STUD
R 9' - 9"
O
USIDE
FA
C
E
O
F M
ET
AL PA
N
EL
R 10' - 0"IN S ID E F A C E O F S T U D
R 9 ' - 1 "SOFFIT ABOVER
1
0' -
1
1
1
/
2
"
R 1
3' - 4 3/4"R 13'
-
4"
R 10' - 9 1/4"R 16' - 10"R 17'
- 4"DESK5' - 3 3/8"DESK
9' - 4 5/8"
H
J
102
101
2
A600
K
A600
6
A600
7
FIRST FLOOR PLAN
0' -0"
CYLIDER ROOF
25' -8"
5
A600
6"8"8"4"17' - 4"4"6"45.00°6"6"F
C
K
J
102
115
17' - 8"17' - 4"
20' - 0"10' - 0"24' - 0"4"1' - 4"3/4"2' - 3 1/4"A600
4
A600
3
28' - 0"4"1/2"5' - 7 1/2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2' - 0"CYLIDER ROOF
25' -8"4"6"EXISTING ROOF STRUCTURE TO
REMAIN. REMOVE EXISTING ROOF
INSULATION & MEMBRANE AS REQIRED
FOR NEW CONSTRUCTION
SOFFIT WALL:
• 5/8" GWB (OUTSIDE FACE)
• 8"x1 5/8"x16 GA. STUDS @ 16" O.C.
• 5/8" GWB (INSIDE FACE) AS INDICATED
3 5/8"x1 5/8"x16 GA. KNEE BRACE 4'-0" O.C.
CYLINDER CEILING SEE FINISH SCHEDULE.
6"x1 5/8"x16 GA. METAL STUD KNEE
BRACING SEE STRUCTURAL DRAWINGS.
METAL ROOF CAP WITH CONTINUOUS CLEAT. CAP
COLOR TO MATCH METAL PANEL
8"x1 5/8"x16GA JOISTS @16" O.C. SEE
STRUCTURAL DRAWINGS
CYLIDER PARAPET WALL CONSTRUCTION:
• 1/2" DENS DECK ROOF BOARD OR
EQUAL (INTERIOR ROOF SIDE)
• 6"x1 5/8"x16 GA METAL STUDS @ 16" O.C.
SEE STRUCTURAL DRAWINGS.
• (2) LAYERS 3/8" FIRE TREATED OSB OR
PLYWOOD.
• AIR & WATER BARRIER
• METAL PANEL - ALPOLIC 4MM P/N HNB
DRY JOINT SYSTEM
TAPERED INSULATION (R-30 AVG.)
MEMBRANE ROOFING (WRAP OVER BLOCKING)
3/4" FIRE RATED T&G OSB OR PLYWOOD
METAL PANEL DRY JOINT PARAPET
DETAIL REFER TO MANUFACTURERS
RECOMMENDATIONS
METAL PANEL DRY JOINT BASE DETAIL
REFER TO MANUFACTURERS
RECOMMENDATIONS
ROOF MEMBRANE FLASHING. FOLLOW
ROOFING MANUFACTURERS
RECOMMENDATIONS
MIN.VARIES+/- 8"CYLIDER ROOF
25' -8"
6"x1 5/8"x16 GA. METAL STUDS @
16" O.C. SEE STRUCTURAL DRAWINGS
1/2" DENS DECK ROOF BOARD OR EQ.
ROOF MEMBRANE FLASHING WITH
TERMINATION BAR. FOLLOW
ROOFING MANUFACTURERS
RECOMMENDATIONS
8"x1 5/8"x16GA JOISTS @16" O.C.
SEE STRUCTURAL DRAWINGS
EXISTING ROOF STRUCTURE TO REMAIN. REMOVE
EXISTING ROOF INSULATION & MEMBRANE AS
REQIRED FOR NEW CONSTRUCTION
3/4" FIRE RATED T&G OSB
OR PLYWOOD
EXTEND ROOFING MEMBRANE FROM
NEW CYLINDER ROOF TO EXISTING
ROOF. FOLLOW ROOFING
MANUFACTURERS DETAILS.
TAPERED ROOF
INSULATION (R30 AVG)
P.T. WOOD EDGE BLOCKING,
TAPER AS REQUIRED TO
MATCH INSULATION
MEMBRANE ROOFING.
METAL ROOF CAP WITH CONTINUOUS
CLEAT. CAP COLOR TO MATCH
METAL PANEL
1/4" / 1'-0"
FIRST FLOOR PLAN
0' -0"
CYLIDER ROOF
25' -8"
CONCRETE FOUNDATION
WALL & FOOTING SEE
STRUCTURAL PLANS
2" PERIMETER RIGID
INSULATION R-10
CONCRTETE SLAB OVER
VAPOR BARRIER &
GRANULAR FILL SEE
STRUCTURAL DRAWINGS
8" METAL STUDS SEE
STRUCTURAL DRAWINGS
R21 FIBERGLASS BATT
INSULATION
ALPOLIC 4MM ALUM/METAL
COMPOSITE PANEL, DRY
JOINT INSTALLATION.
(2) LAYERS 3/8" FIRE
TREATED OSB OR PLYWOOD
WITH WEATHER BARRIER
5/8" GYPSUM WALL BOARD 45.0°6"x1 5/8"x16 GA. METAL STUD
PARAPET WALL FRAMING @ 16"
O.C. SEE STRUCTURAL DRAWINGS.
1/2" DENS DECK ROOF BOARD
OR EQUAL
3/4" FIRE RATED T&G OSB
OR PLYWOOD
TAPERED ROOF
INSULATION (R30 AVG)
SUSPENDED CEILING
SEE FINISH SCHEDULE
KAWNEER 1600 SYSTEM 1
CLEAR ANODIZED BEYOND.
REFER TO PLAN FOR
HORIZONTAL DIMENSIONS
(2) LAYERS FRT PLYWOOD
ATTACHED WITH 3/8" DIA.
BOLTS COUNTERSUNK @ 2'-8"
O.C.
MEMBRANE ROOFING. WRAP
BASE FLASHING UP, OVER
AND DOWN FRONT SIDE OF
WALL MIN 2"
ACM DRY JOINT SINGLE PANEL
WALL/PARAPET DETAIL REFER TO
MANUFACTURERS
RECOMMENDATIONS
EXTEND FLUID APPLIED AWB
UP OVER AND EXTEND DOWN
6" MIN ON BACK SIDE
4"1/2"5' - 7"1/2"6" METAL STUDS WALL
(SEE STRUCTURAL
DRAWINGS FOR STUD
INFO) W/ 5/8" GWB
EACH SIDE
8" METAL STUDS SEE
STRUCTURAL
DRAWINGS
EXISTING EXTERIOR WALL
TO REMAIN.FIELD VERIFY
EXTENT OF DEMO, & PATCH
& REPAIR AS REQUIRED BACKER ROD & SEALANT
NEW EIFS EDGE TRIMEXISTING EIF TO
REMAIN. PATCH &
REPAIR AS REQUIRED.
PAINT PER EXTERIOR
ELEVATIONS
ENTRY CURTAINWALL
KAWNEER 1600 SYSTEM 1
CLEAR ANODIZED. SEE
WINDOW SCHEDULE.7 1/2"2"WALL TYPE C11 5/8"4"1/2"7/8"1/
2
"ENTRY CURTAINWALL
KAWNEER 1600 SYSTEM 1
CLEAR ANODIZED. SEE
WINDOW SCHEDULE.
BACKER ROD & SEALANT.
METAL PANEL TRIM ALPOLIC
DRY JOINT "HONDA SILVER
METALIC"
NEW CYLINDER ACM ALPOLIC
DRY JOINT METAL
PANELS/CAP "HONDA BLUE".
8" METAL STUDS WALL (SEE
STRUCTURAL DRAWINGS FOR STUD
INFO) W/ 5/8" GWB INTERIOR & (2) 3/8"
FR OSB OR PLYWOOD EXTERIOR
2 "7 1/2 "W A L L T Y P E C11 5 /8 "SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:11 PMDesignerAuthorCheckerPERMIT8/24/20CYLINDER ENLARGED PLAN &DETAILSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A600293 KING STREETNORTHAMPTON, MA 010601/4" = 1'-0"1 ENTRY CYLINDER PLAN
1/4" = 1'-0"2 CYLINDER SECTION
3/4" = 1'-0"5 TYPICAL CYLINDER PARAPET DETAIL
3/4" = 1'-0"4 CYLINDER BACK ROOF SECTION DETAIL
3/4" = 1'-0"3 CYLINDER WALL SECTION
3" = 1'-0"6 ENTRY CYLINDER PLAN -CURTAIN WALL & EIFS JAMB DETAIL
3" = 1'-0"7 ENTRY CYLINDER PLAN - CURTAIN WALL & ACM JAMB
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
R 10' - 0 5/8" F.O.S.
R 11' - 5 3/8" F.O.S.
1' -
6
"100.00°6
6
6
6
2
A601
+/- 5' - 2 1/4"2"
+
/-
3' - 6 5/8
"
1' - 0"2"1 ' - 0 "+/- 8' - 8 5/8"FIRST FLOOR PLAN
0' -0"17' - 6"1' - 10"14' - 8"1' - 0"8"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1' - 0"1/4"F03
F01
F02 F02
F01
F03
F09
F04
F04 F12
F13
F13
TYP.2' - 10"VARIES6"16' - 6"6 6
2
A601
1' - 10"14' - 8"1' - 0"17' - 6"6"EQ.EQ.EQ.EQ.
CURVED WALL
F01
F02
F03
F04
F04
F04
F05
F06
F07
F10
F09
F08
F11
TYP.
F12 F13
F13
F13
F21
P7
P1
BEYOND
CT1
TYP1' - 0"8' - 3"EQ 8' - 7 5/8"EQ
F29
PT1
PT7
PT1
PT7
PT1
BEYOND
PT7
BEYOND
PT7
PT7 TYP ALL 4 SIDESF17F19
P1
F20CT1
TYP
F21
F22
F13
PT1
CT1
TYP SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:14 PMDesignerAuthorCheckerPERMIT8/24/20PLANS & DETAILSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A601293 KING STREETNORTHAMPTON, MA 010603/8" = 1'-0"1 INFO CENTER PLAN
3/8" = 1'-0"2 INFO SECTION SECTION
3/8" = 1'-0"3 INFO CENTER ELEVATION
1/4" = 1'-0"4 BOUTIQUE / INTERNET BAR ELEVATION 1
1/4" = 1'-0"6 BOUTIQUE / INTERNET BAR ELEVATION 3
1/4" = 1'-0"5 BOUTIQUE / INTERNET BAR ELEVATION 2
FINISH NOTES
LABEL NOTE
F01 BENDABLE PLYWOOD WITH PLASTIC LAMAINATE FINISH PL1 WILSONART P354-01
DESINER WHITE , HIGH GLOSS FINISH.
F02 BENDABLE PLYWOOD WITH HP PLASTIC LAMAINATE FINISH MT1 NUMETAL BRUSHED
STAINLESS STEEL CORRUGATED 603-256 (ALUM).
F03 INFO CENTER REVEL CONTRACTORS OPTION REVEL OR BEAD. REVEL IS 1/4"x1/4" REVEL
PAINTED P9 SCUFFMASTER ENVIROMETAL EM9732R SILVER. BEAD IS NEW YORK METAL
FLAT RECTANGULAR BARS (ALUM) NYM-3032(ALUM) 1/4"x1/4".
F04 INFO CENTER CURVED GWB WALL PAINTED P3, BENJAMIN MOORE ATHENS BLUE #797.
F05 HONDA EMBLEM GRAPHIC CHANGE UP G-3A
F06 60" FLAT SCREEN TV BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED
WIRING.
F07 HONDA GRAPHIC POSTERS
F08 FREE FLOATING "COLOR BAR" BY CASEWORK CONTRACTOR. CHANGE UP F3 FIXTURE
ITEM.
F09 FREE FLOATING "INFO CENTER BAR" BY CASEWORK CONTRACTOR. CHANGE UP F4
FIXTURE ITEM.
F10 MONITORS BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED WIRING.
F11 "INFO CENTER COLOR CHART" BY CASEWORK CONTRACTOR. CHANGE UP F17 FIXTURE
ITEM.
F12 14' DIAMETER x6" TALL SUSPENDED CEILING ELEMENT BY LAMLITE OR EQUAL. FINISH TO
BE ML1CHEMETAL #927 LIGHT STAINLESS STEEL ALUMINUM. SUSPEND FROM
STRUCTURE WITH THREADED ROD & UNISTRUT, BOTTOM 16'-6" AFF. CHANGE UP F14
FIXTURE ITEM.
F13 LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN FOR FIXTURE TYPE & MOUNTING
HEIGHTS.
F14 GRAPHIC ALCOVE WITH COVE LIGHTING
F15 FRBRICATED STEEL LETTERS WITH 2" RETURN. CHANGE UP G-1A "HONDA NAME
LETTERS - FEATURE VEHICLE WALL"
F16 "ACCESSORIES DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F5 FIXTURE ITEM.
F17 MODIFIED "CASHIER COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F8 FIXTURE
ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F19 MODIFIED "RETAIL PARTS COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F9
FIXTURE ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F20 REMOVE EXISTING WATER COOLER AND ENLARGE AREA AS INDICATED ON PLANS.
PROVIDE A NEW ADA COMPLIANT WATER COOLER WITH BOTTLE FILL STATION.
F21 "BOUTIQUE SHELVES" BY CASEWORK CONTRACTOR. CHANGE UP F10 FIXTURE ITEM.
F22 "SERVICE VIEW BAR" BY CASEWORK CONTRACTOR. CHANGE UP F11 FIXTURE ITEM.
F23 "RECEPTION DESK" BY CASEWORK CONTRACTOR. CHANGE UP F1A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F24 "RECEPTION WALL" BY CASEWORK CONTRACTOR. CHANGE UP F2A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F25 CYLINDER SOFFIT ABOVE. BOTTOM OF FINISHED SOFFIT @ 17'-4" AFF.
F26 FLOOR TRANSITION STRIP. REFER TO FINISH SCHEDULE FOR APPROPRIATE SELECTION
BASED ON FLOORING TYPES.
F27 CEILING SOFFIT ABOVE. REFER TO REFLECTED CEILING PLAN FOR ELEVATION OF
BOTTOM OF FINISHED SOFFIT.
F28 "MERCHANDISE DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F12 FIXTURE ITEM.
F29 DEALER NAME LETTERS PER HONDA GRAPHICS G6
F30 AREA IDENTIFIER LETTERS PER HONDA GRAPHICS G5
ALL FIXTURES TO BE PROVIIDED BY HONDA PRE-APPROVED
VENDORS IDEAL IMAGE OR EWI. NO SUBSTITUTE VENDORS
ALLOWED WITHOUT RECEIVING PRIOR WRITTEN APPROVAL ON
SHOP DRAWINGS FROM CHANGEUP.NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
2
A601
8' - 0"8' - 0"4' - 0"11' - 8"2
A201
PT7 PT7
PT7
PL1
MT1
PT1
PT7
PT1
PT7
PT7
PT7
PT7
CTB2
CTB1CTB1RB1
PT11
EQ
10' - 0"
EQ 1' - 6"10' - 0"1' - 6"PL1
MT1
F13
F13
F13
F12
F14
F15
F13
CUSTOMER CENTER
SERVICE 6"6"6"6"F16
PT6
PT2
BEYOND
F30
F05
F06
F10 F10
F07
PT7PT1
PT1
PT7
PT114' - 0"11' - 8"F13
F13
CUSTOMER CENTER
6"6"F30
PT1
F13
F13 F13
PT1
PT1 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:17 PMDesignerAuthorCheckerPERMIT8/24/20SHOWROOM ELEVATIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A602293 KING STREETNORTHAMPTON, MA 010601/4" = 1'-0"1 SHOWROOM ELEVATION 1
1/4" = 1'-0"2 SHOWROOM ELEVATION 2
1/4" = 1'-0"3 SHOWROOM ELEVATION 3
FINISH NOTES
LABEL NOTE
F01 BENDABLE PLYWOOD WITH PLASTIC LAMAINATE FINISH PL1 WILSONART P354-01
DESINER WHITE , HIGH GLOSS FINISH.
F02 BENDABLE PLYWOOD WITH HP PLASTIC LAMAINATE FINISH MT1 NUMETAL BRUSHED
STAINLESS STEEL CORRUGATED 603-256 (ALUM).
F03 INFO CENTER REVEL CONTRACTORS OPTION REVEL OR BEAD. REVEL IS 1/4"x1/4" REVEL
PAINTED P9 SCUFFMASTER ENVIROMETAL EM9732R SILVER. BEAD IS NEW YORK METAL
FLAT RECTANGULAR BARS (ALUM) NYM-3032(ALUM) 1/4"x1/4".
F04 INFO CENTER CURVED GWB WALL PAINTED P3, BENJAMIN MOORE ATHENS BLUE #797.
F05 HONDA EMBLEM GRAPHIC CHANGE UP G-3A
F06 60" FLAT SCREEN TV BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED
WIRING.
F07 HONDA GRAPHIC POSTERS
F08 FREE FLOATING "COLOR BAR" BY CASEWORK CONTRACTOR. CHANGE UP F3 FIXTURE
ITEM.
F09 FREE FLOATING "INFO CENTER BAR" BY CASEWORK CONTRACTOR. CHANGE UP F4
FIXTURE ITEM.
F10 MONITORS BY OWNER. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED WIRING.
F11 "INFO CENTER COLOR CHART" BY CASEWORK CONTRACTOR. CHANGE UP F17 FIXTURE
ITEM.
F12 14' DIAMETER x6" TALL SUSPENDED CEILING ELEMENT BY LAMLITE OR EQUAL. FINISH TO
BE ML1CHEMETAL #927 LIGHT STAINLESS STEEL ALUMINUM. SUSPEND FROM
STRUCTURE WITH THREADED ROD & UNISTRUT, BOTTOM 16'-6" AFF. CHANGE UP F14
FIXTURE ITEM.
F13 LIGHT FIXTURE, REFER TO REFLECTED CEILING PLAN FOR FIXTURE TYPE & MOUNTING
HEIGHTS.
F14 GRAPHIC ALCOVE WITH COVE LIGHTING
F15 FRBRICATED STEEL LETTERS WITH 2" RETURN. CHANGE UP G-1A "HONDA NAME
LETTERS - FEATURE VEHICLE WALL"
F16 "ACCESSORIES DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F5 FIXTURE ITEM.
F17 MODIFIED "CASHIER COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F8 FIXTURE
ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F19 MODIFIED "RETAIL PARTS COUNTER" BY CASEWORK CONTRACTOR. CHANGE UP F9
FIXTURE ITEM REVISED FOR SITE SPECIFIC LENGTHS.
F20 REMOVE EXISTING WATER COOLER AND ENLARGE AREA AS INDICATED ON PLANS.
PROVIDE A NEW ADA COMPLIANT WATER COOLER WITH BOTTLE FILL STATION.
F21 "BOUTIQUE SHELVES" BY CASEWORK CONTRACTOR. CHANGE UP F10 FIXTURE ITEM.
F22 "SERVICE VIEW BAR" BY CASEWORK CONTRACTOR. CHANGE UP F11 FIXTURE ITEM.
F23 "RECEPTION DESK" BY CASEWORK CONTRACTOR. CHANGE UP F1A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F24 "RECEPTION WALL" BY CASEWORK CONTRACTOR. CHANGE UP F2A FIXTURE ITEM
REVISED FOR 20' RADIUS.
F25 CYLINDER SOFFIT ABOVE. BOTTOM OF FINISHED SOFFIT @ 17'-4" AFF.
F26 FLOOR TRANSITION STRIP. REFER TO FINISH SCHEDULE FOR APPROPRIATE SELECTION
BASED ON FLOORING TYPES.
F27 CEILING SOFFIT ABOVE. REFER TO REFLECTED CEILING PLAN FOR ELEVATION OF
BOTTOM OF FINISHED SOFFIT.
F28 "MERCHANDISE DISPLAY" BY CASEWORK CONTRACTOR. CHANGE UP F12 FIXTURE ITEM.
F29 DEALER NAME LETTERS PER HONDA GRAPHICS G6
F30 AREA IDENTIFIER LETTERS PER HONDA GRAPHICS G5
NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/19
R04
1' - 6"2' - 6"2' - 6"1' - 6"
R023 5/8"2' - 0"10"5' - 6"3' - 2"9' - 0"R11
+/- 8' - 4" LIMIT OF WALL TILE
3"11"4' - 10"1' - 0"5' - 0"
1"
3' - 0"
1"2 1/2"
8' - 5 3/8"R05 R06 1' - 6"4 3/4"3' - 0"6"
3' - 0"4 1/4"3' - 6 1/2"4 1/4"HEIGHT OF WALL TILE+/- 4' - 3"R07
R09
R08
R10
A6032
R01
R02
R03
3
4
5
HORZ. GRAB BAR
3' - 6"1' - 0"
VERT. GRAB BAR
3' - 4"1' - 6"8' - 5 3/8"2 1/2"1"3' - 0"1"5' - 0"EQEQ5' - 0 1/4"
1"
3' - 11 3/8"
6' - 1 3/4"2' - 8" MIN 3"
WOMEN'S
112
MEN'S
113
1' - 3 7/8"8' - 0"2 1/2"1"3' - 0"1"5' - 0"R01
3"2' - 8" MIN 6' - 1 3/4"
3' - 0"1' - 6"2' - 6"2' - 6"1' - 6"2' - 0"1' - 6"1' - 0"
HORZ. GRAB BAR
3' - 6"
VERT. GRAB BAR
3' - 4"
R02
R03
A603 6
7
8
9
FINISHED
3' - 2 1/2"
1
1
116117
2 2
10"2' - 10"3 5/8"3 3/4"
8"2' - 3"5 1/2"1 1/2"5' - 10"11"3"R02
R04
R11
R09
R01
R08
R10
HEIGHT OF WALL TILE+/- 4' - 3"9' - 0"9' - 0"5' - 0"
1"1' - 0"4' - 10"11"3"2' - 3"1' - 8"2' - 11 1/4"1' - 6"5' - 2 3/8"
R08 R01 R03 R11
R09
R10
4 1/4"3' - 6 1/2"4 1/4"HEIGHT OF WALL TILE+/- 4' - 3"2' - 8 1/2"5 1/8"2' - 3"5 1/2"1 1/2"10"R03R01 R02R11
3' - 0"4 3/4"1' - 6"1' - 4"1' - 0"4' - 10"11"3"1"
3' - 0"
1"
5' - 0"1' - 0"4' - 10"3' - 0"
6"4 1/4"3' - 6 1/2"4 1/4"HEIGHT OF WALL TILE4' - 3"+/- 8' - 4" LIMIT OF WALL TILE
1' - 6"2' - 6"2' - 6"1' - 6"10"1' - 5"5 1/2"1 1/2"3 5/8"1' - 6"R06 R12 R13 R11
R02
R04
R03
3' - 0"
2' - 0"
8"
3 3/4"11 1/8"3 5/8"1 1/2"1' - 10 1/2"10"HEIGHT OF WALL TILE+/- 4' - 3"9' - 0"R11 R09
R01
R08 R13
R02
R10
1' - 8"2' - 3"2' - 11 1/4"
1"5' - 0"3"11"4' - 10"1' - 0"9' - 0"4 1/4"3' - 6 1/2"4 1/4"HEIGHT OF WALL TILE4' - 3"R11 R08
R09
R01
R10
2' - 0"1' - 0 1/8"10"1' - 10 1/2"1 1/2"2' - 10"3 5/8"11 1/8"
3 3/4"
8"
R11
R01
R03
R02
R04
R10 SealProject NameDrawing TitleProject No.Print DateCONTRACTOR SHALL VERIFY ALL DIMENSION AT SITE, UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.DesignedDrawnCheckedStatusDateDrawing No.
OF WWW.RE4ORMARCHITECTURE.COM323 CLINTON STREET SCHENECTADY, NY 12305 P:518.399.4174 F:518.399.41051/8/2021 3:51:20 PMDesignerAuthorCheckerPERMIT8/24/20ENLARGED PLANS &ELEVATIONSNUMBERLIA HONDA NORTHAMPTONCHANGE UP 2019A603293 KING STREETNORTHAMPTON, MA 010603/8" = 1'-0"2 WOMENS 112 ELEVATION A
3/8" = 1'-0"1 RESTROOM ENGLARGED PLANS
3/8" = 1'-0"3 WOMENS 112 ELEVATION B
3/8" = 1'-0"4 WOMENS 112 ELEVATION C
3/8" = 1'-0"5 WOMENS 112 ELEVATION D
RESTROOM NOTES
LABEL NOTE
R01 BABY CHANGING STATION, KOALA KARE KB200-1 GRAY MENS ROOM & KB200-11 EARTH WOMENS
ROOM. ADA COMPLIANT WHEN MOUNTED WITH HANDLE @44" AFF (42 1/4" FROM TOP MOUNTING
HOLE TO FINISH FLOOR).
R02 SOLID SURFACE RESTROOM COUNTERTOP WITH INTEGRAL SINKS, 4" BACK/SIDE SPLASH & ADA
BASE ENCLOSURE. CORIAN GLACIER WHITE. LAVATORY SINK FAUCET SLOAN ETF-80-BDM HARD
WIRED, SENSOR TYPE, 0.5 GPM, 4" CENTERSET FAUCET WITH BELOW DECK THERMOSTATIC
MIXING VALVE.
R03 DYSON AIR BLADE HAND DRYERS, AB14 IN STEEL GREY. MOUNT AT HEIGHT PER MANUFACTURES
REQUIREMENTS FOR ADA COMPLIANCE.
R04 MIRROR
R05 FLOOR MOUNTED WATER CLOSET, KOHLER K4325, CHURCH #3155C OPEN FRONT ELONGATED
SOLID PLASTIC SEAT, & SLOAN #ECOS-8111-1.1/1.6 SENSOR TYPE BATTERY POWERED FLUSH
VALVE.
R06 FLOOR MOUNTED ADA WATER CLOSET, KOHLER K4405, CHURCH #3155C OPEN FRONT
ELONGATED SOLID PLASTIC SEAT, & SLOAN #ECOS-8111-1.1/1.6 SENSOR TYPE BATTERY
POWERED FLUSH VALVE.
R07 ADA COMPLAINT BRUSHED STAINLESS STEEL GRAB BARS. REFER TO ELEVATIONS FOR SIZED.
R08 FLOOR SUPPORTED OVERHEAD BRACED TOILET PARTITIONS (TBD)
R09 RESTROOM WALL TILE WITH BULNOSE TOP COURSE. REFER TO FINISH PLAN FOR TILE TYPES.
R10 PAINTED WALL, REFER TO FINISH PLAN FOR COLORS & FINISH.
R11 RESTROOM BASE TILE WITH FLAT TOP COVE BASE. REFER TO FINISH PLAN FOR TILE TYPES.
R12 WALL HUNG ADA WATER CLOSET, KOHLER K4904-ET, TOP SPUD 0.125GPF & SLOAN
#ECOS-8180-0.13 SENSOR TYPE BATTERY POWERED FLUSH VALVE. MOUNT AS REQUIRED TO
MEET ADA REQUIREMENTS.
R13 WALL HUNG URINAL SCREEN (TBD)
3/8" = 1'-0"6 MENS 113 ELEVATION A
3/8" = 1'-0"7 MENS 113 ELEVATION B
3/8" = 1'-0"8 MENS 113 ELEVATION C
3/8" = 1'-0"9 MENS 113 ELEVATION D NODESCRIPTIONDATE1CHANGE UP CDSUBMISSION1/23/192door schedule updates9/29/20