Florence Rec Pavilion_COMBINED BID SET_2014-08-28MIN. FROMINTERIORCORNER18"48"18"
CONTROLS& OUTLETS
3"60"3"60"LATCH SIDEOF DOOR
WHERE THERE IS NO WALL SPACE TO THELATCH SIDE OF THE DOOR SIGNS SHALL BEPLACED ON THE NEAREST ADJACENT WALL
GENERAL CONDITION
SIGNAGE
EDGE
OF
SIGN 3"FROMDOORFRAME
AT LEAST 5/8"
BUT NOT
GREATER THAN 2"
LETTERS RAISED
1/32"
LETTERS AND NUMERALSTO BE ACCOMPANIED WITHGRADE 2 BRAILLE
CHARACTERS MUST CONTRASTTHEIR BACKGROUND(LIGHT ON DARK / DARK ON LIGHT)NON-GLARE SURFACE
MIRROR42"
42" 18"
42"33"-36"17"-19"6"33"-36"12" MAX24"1-1/4"
to
1-1/2"1-1/2"
17" MAX 44"URINALPAPERTOWELMIRROR40" MAX42" MAX8"9"29" MIN34" MAX6"SOAPDISPENSERGRAB BARDETAIL, NTSHANDDRYER
40" MAX17"MIN.
FLUSH
CONTROL
42"
A-2 OCCUPANCY
+/- 1,200 NET SF / 15:
OCCUPANT LOAD = 80
S-2 OCCUPANCY
+/- 800 GROSS SF/ 300:
OCCUPANT LOAD = 3
ACCESSORY TO A-2
[BUSINESS FUNCTION]
+/- 350 GROSS SF / 100:
OCCUPANCY LOAD = 4
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:42 PM2014-08-25
EM
COVER SHEET
G1.0
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
FLORENCE RECREATION PAVILION
ARCHITECT
KUHN RIDDLE ARCHITECTS
28 Amity St #2b
Amherst, MA 01002
413.259.1630
3 VIEW FROM ENTRY2VIEW FROM FIELDS1VIEW FROM SHED
1/4" = 1'-0"4 ACCESSIBILITY STANDARDS
CIVIL ENGINEER
THE BERKSHIRE DESIGN GROUP, INC.
4 Allen Place
Northampton, MA 01060
413.582.7000
HVAC
LINDGREN & SHARPLES
435 Cottage Street, Suite 1
Springfield, MA 01104
413.732.4336
STRUCTURAL ENGINEER
RYAN S. HELLWIG
28 Aldrich St.
Northampton, MA 01060
413.584.4594
DRAWING LIST
SHEET # SHEET NAME
G1.0 COVER SHEET
G1.1 SPECIFICATIONS
G1.2 SPECIFICATIONS
L1 LANDSCAPE PLAN
L2.0 LANDSCAPE SPECIFICATIONS
L2.1 LANDSCAPE SPECIFICATIONS
L2.2 LANDSCAPE SPECIFICATIONS
S1 FRAMING PLANS, FOUNDATION PLANS & DTLS
A1 FLOOR PLANS, WALL DTLS, DOOR SCHEDULE
A2 ROOF PLAN, EXTERIOR ELEVATIONS
A3 BLDG & WALL SECTIONS, ROOF & WINDOW DTLS
A4 INTERIOR ELEVATIONS, CONSTRUCTION DTLS,
RCP
P1.0 PLUMBING BELOW SLAB & SANITARY VENT PLAN
P1.1 PLUMBING HOT & COLD WATER PLAN, DTLS
P1.2 PLUMBING SCHEDULES
P2.0 PLUMBING SPECIFICATION
H1.0 HVAC PLANS, SCHEDULES, DTLS
H2.0 HVAC SPECIFICATIONS
E1.0 ELECTRICAL PLANS, SCHEDULES
E2.0 ELECTRICAL SPECIFICATIONS
CODE REVIEW
MAP
FLORENCE RECREATION FIELDS, MEADOW STREET, FLORENCE, MA 01062
FLORENCE RECREATION FIELDS, MEADOW STREET, FLORENCE, MA 01062
1/16" = 1'-0"6 FLOOR PLAN OCCUPANCY DIAGRAM
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc. 6" = 1'-0"8/25/2014 5:34:42 PM2014-08-25
Author
SPECIFICATIONS
G1.1
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc. 6" = 1'-0"8/25/2014 5:34:44 PM2014-08-25
Author
SPECIFICATIONS
G1.2
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc. 1" = 1'-0"8/25/2014 5:36:06 PM2014-08-25
Author
LANDSCAPE SPECIFICATIONS
L2.0
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc. 1" = 1'-0"8/25/2014 5:36:07 PM2014-08-25
Author
LANDSCAPE SPECIFICATIONS
L2.1
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc. 1" = 1'-0"8/25/2014 5:36:08 PM2014-08-25
Author
LANDSCAPE SPECIFICATIONS
L2.2
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
4
A3
4 5 8 9 12 13 16
2X12 WD
RAFTERS @
16" O.C.
1
B
D
C
1
A3
2 3 6 7 10 11 14 15
A
E
7" X 7" PSL
COLUMNS
W/CAP(SIMPSON
STRONG-TIE
CCQ7.125-7)
5 1/4" X 5 1/4"
PSL COLUMNS
7" X 7" PSL
COLUMNS
W/CAP(SIMPSON
STRONG-TIE
CCQ7.125-7)
(2) 1 3/4" X 9 1/2"
LVL BEAM
(2) 1 3/4" X 9 1/2"
LVL BEAM
(4) 1 3/4" X 16"
LVL RIDGE BEAM
(2) 1 3/4" X 5 1/2"LVL BEAM, BELOW
(2) 1 3/4" X 16"
LVL HEADER 5 1/4" X 5 1/4"
PSL COLUMN
5 1/4" X 5 1/4"
PSL COLUMN
5 1/4" X 5 1/4"
PSL COLUMN
5 1/4" X 5 1/4"
PSL COLUMNS 5 1/2" X 6 7/8" PSL
COLUMNS
5 1/2" X 6 7/8"
PSL COLUMNS
5 1/4" X 5 1/4"
PSL COLUMNS
BLDG A BLDG B
4 5 8 9 12 13 161
B
D
C
FOUNDATION
WALLS
FOOTINGS
BELOW
56' - 6"
2 3 6 7 10 11 14 15
A
E
56' - 6"13' - 8"9"1' - 8"24' - 6"1' - 8"9"9"1' - 8"18' - 9"5' - 9"1' - 8"9"1
S1
8
S1
2
S1
16' - 0" .17' - 10"6' - 3"6' - 8"
8' - 3"8' - 0"7' - 5"11' - 7"1' - 8"8' - 3"8' - 0"8' - 3"7' - 6"8' - 3"8' - 0"8' - 3"9"2' - 8"4' - 5"4' - 0"11' - 0"5' - 9"9"8' - 3"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 3"
8' - 3"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 3"8' - 3"8' - 0"8' - 3"7' - 6"8' - 3"8' - 0"8' - 3"2' - 4"8' - 3"8' - 0"8' - 0"2' - 4"1' - 8"6' - 0"4' - 0"4' - 6"1' - 8"9"2' - 8"4' - 5"4' - 7"2' - 11"4' - 0"7' - 7"1' - 8"9"7' - 7"4' - 0"2' - 4"4' - 0"4' - 7"4' - 0"6' - 7"4' - 0"5' - 2"9"4' - 0"4
S1
FOUNDATION WALL,
SEE DTLS FOR
TYPICAL WALL
HEIGHTS
FOUNDATION
WALL @ DOOR
THRESHOLD, SEE
DTLS FOR WALL
HEIGHTS12' - 8"CL CL CL CL CL CL CL CL CL CL
BLDG A BLDG B
4' - 0"5
S1
PLUMBINGWALLS
6
S1
4
S1
Sim
ANCHOR BOLTS,4'-0" O.C.
& 12" FROM
CORNERS, TYP.
4 5 8 9 12 13 161
B
D
C
2 3 6 7 10 11 14 15
A
E
24' - 3"8' - 0"24' - 3"
8' - 3"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 3"
CONTROL
JOINTS
(SLAB)
1
S1
8
S1
2
S1
9"1' - 8"18' - 9"5' - 9"1' - 8"9"24' - 6"7' - 6"24' - 6"
16' - 0" .56' - 6"56' - 6"
8' - 3"8' - 0"8' - 3"7' - 6"8' - 3"8' - 0"8' - 3"
4
S1 9' - 0"9' - 1"5' - 1"3' - 1"9' - 1"8' - 8"5' - 5"3' - 1"CONTROL JOINTS
(SIDEWALK),
ALIGN W/FOUNDATION
WALLS AS SHOWN
GRAVEL
SIDEWALK
CONCRETE
SLAB GRASS
GRASS
GRASS
GRASS
GRASS
BLDG A BLDG B
5
S1
6
S1
4
S1
Sim
FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"
13
8"4"1' - 0"8"
3' - 8"3' - 0"1' - 0"CAST COLUMN BASE(SIMPSON STRONG-TIE
CB7.125-7) INTO PIERS FOR
PSL COLUMN ABOVE
EXPANSION FILLER
FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"
1
3' - 0"SLAB
GRADE
8"4"1' - 0"EXPANSION FILLER
1' - 4"1' - 0"8"
GRAVEL
#4 REBAR, TYP.
HORIZ. REBAR
@ 12" 0.C., TYP.
FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"
3
8"8"1' - 0"3' - 0"1' - 0"1' - 4"
FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"
4
8"2' - 4"1' - 0"4"1' - 0"INTERIOR SLAB
EXPANSION FILLER
EXTERIOR SLAB
FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"4"1' - 0"8"SLAB
EXPANSION FILLER
3' - 0"1' - 0"FIRST FLOOR
0"
T.O. FOOTING
-3' - 0"
B
4"4"8"1' - 0"EXTERIOR SLAB
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:47 PM2014-08-25
EM
FRAMING PLANS,
FOUNDATION PLANS & DTLS
S1
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
1/8" = 1'-0"9 FRAMING PLAN - ROOF
1/8" = 1'-0"3 FOUNDATION PLAN
1/8" = 1'-0"7 SLAB & SITE PLAN
3/4" = 1'-0"8
FOUNDATION DTL @ COLUMNS
C4,C5,C12,C13
3/4" = 1'-0"1 FOUNDATION DTL, TYP. 3/4" = 1'-0"2 FOUNDATION DTL @ FIN WALL, TYP.
ALL FOUNDATIONS TO BE ON UNDISTURBED SOIL.
REMOVE ANY DISTURBED OR UNSATISFACTORY SOIL
AND REPLACE WITH COMPACTED STRUCTURAL FILL
PRIOR TO POURING FOUNDATIONS.
3/4" = 1'-0"4
FOUNDATION DTL @ DOOR
THRESHOLDS, TYP.
3/4" = 1'-0"5
FOUNDATION DTL @ PLUMBING WALL,
TYP.
3/4" = 1'-0"6
FOUNDATION DTL @ EXTERIOR SLAB TO
GRAVEL EDGE, TYP.
4 5 81
B
D
C 4' - 0"9"1' - 8"5' - 9"18' - 9"1' - 8"9"4' - 0"WOMEN'S
TOILET RM
FAMILY/
ACCESSIBLE
TOILET RM
MEN'S
TOILET RM
CHANGING
STATION, PROVIDE
BLOCKING BEHIND
BOTTLE
FILLING
STATION
SEWER
EJECTION
PUMP
07
03
08
04
06
STORAGE
MOP
SINK &
PIT
A4
13
MEN'S WC -
NORTH
E1
E1
E2
E1
E2 E2
E2
E1
1A
E2
1A
E2E2E1E2
1B
2A
1A
1A
1A
E1
E2
E2 E2 E2
E2
ELECTRICAL
PANEL &
INVERTER BOX
E1
02
05
DPW
EQUIP
13
OVERHEAD
DR
METAL
CAGES
1
A3
A1
2
A1
3
EQ EQ
EQ EQ
PT
PT
2 3 6 7
A
E
DRINKING
FOUNTAIN
9
A1
METAL
CAGE
DOORS,
TYP.
4
A4
5' - 0"8"8' - 0"3' - 1"01
10' - 1"2' - 8"1' - 8"10' - 1"GRASS
GRAVEL
SIDEWALK
SLAB
SIDEWALK
GRASS
GRAVEL
SIDEWALK
SLAB
SIDEWALK
DWNSPT
DWNSPT
DWNSPT
DWNSPT
8' - 3"8' - 0"8' - 3"7' - 6"8' - 3"8' - 0"8' - 3"
8
A4A4
9
CLR
2' - 6"
5' - 11"2' - 10"4' - 1 1/2"3' - 7 1/2"
4' - 6"7' - 9"8' - 0"7' - 1 1/4"4' - 3"CLR1' - 9"4' - 7 1/2"2' - 7"A4
3
2' - 2"3' - 5"5' - 6"CLR1' - 8"CLR8"E2E2E2
1A
1A
1B 1B
1A
1A
2' - 8"5"1B
1B
10
FRP
SURROUND,
4'-0 ABOVE
FLOOR
PT2' - 0"7' - 6"
A1
1
PIPE RAILS
CL CL CL CL
9' - 9"3' - 0"2' - 10"3' - 0"2' - 10"3' - 0"3' - 0"2' - 10"3' - 0"2' - 10"MARINE PLYWD
TOILET PARTITIONS,
TYP. - SEE DTLS
PORTABLE FIRE
EXTINGUISHER
SIDEWALK CONTROL
JOINTS, ALIGN
W/COLUMN GRID AS
SHOWN, TYP.
4
A3
9 12 13 16
B
D
C
A4
14 CONCESSIONS
- SOUTHA412MTG RM -EAST10 11 14 15
A
E
5
A4
15
CONCESSIONS
- LOOKING
NORTH
8
S1
11
A4
6
A4
MTG RM CONCESSIONS
STORAGE
E2
E2
E2 E2 E2
E1
E2E2E2 E2
E2
E2
E2
E2
E1
09
12
11
9"1' - 8"18' - 9"5' - 9"BOTTLE FILLING
STATION
1' - 6"E1
E11A
E2 E2 E2
FRIDGE
(NIC)
6"1' - 0"
1' - 0"
11"
2' - 6" CLR
SLAB
SIDEWALK
SIDEWALK
GRAVEL
GRASS
SIDEWALK
GRAVEL
GRASS
SLAB
SIDEWALK
DWNSPT
DWNSPTDWNSPT
DWNSPT 9 3/4"2' - 2 1/4"8' - 3"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 3"6' - 7 1/2"4' - 0"2' - 0"
E2 E2
E2 E2
CL CL CL CL CL CL
1' - 6"A1
4 Sim
A1
5 Sim
8"3' - 0"6"
10
A4
9' - 9"3' - 0"6' - 8"3' - 0"PICNIC TABLE
PICNIC TABLE
PICNIC TABLE
PICNIC TABLE 4' - 5"4' - 5"PORTABLE FIRE
EXTINGUISHER
INTERIOR PARTITIONS, TYP.
EXTERIOR WALLS, TYP.
E2
1A 1B 2A
3/4" VERTICAL
WD SIDING
1/2" PLYWD
2 X 6 WD STUD
@ 16" O.C.
3/4" VERTICAL
WD SIDING
1/2" PLYWD
2 X 6 WD STUD
@ 16" O.C.
E1
1/2" PLYWD
2 X 4 WD STUD
@ 16" O.C.
1/2" PLYWD
2 X 4 WD STUD
@ 16" O.C.
1/2" PLYWD
2 X 6 WD STUD
@ 16" O.C.
PROVIDE
BUILDING WRAP
UNDER ALL
EXTERIOR
SIDING, TYP.
GRAVEL 8"1/2"CONC
SLAB1/2"ALIGN EXTERIOR
OF VERTICAL WD
SIDING WITH
FOUNDATION
WALL, TYP.
8"
PT SILL
PLATES,
TYP.
FOUNDATION
WALL
ANCHOR BOLT,
48" O.C.,
12" FROM
CORNER
1/2" PLWD, TYP.
3/4"
5 1/2"
EXPANSION
FILLER
2
8"1/2"8"
1 1/4"5 1/2"1 1/4"
ALIGN EXTERIOROF VERTICAL WD
SIDING WITH
FOUNDATION
WALL, TYP.
FOUNDATION
WALL
GRAVEL
WD SIDING
BEYOND
REVEAL
BEYOND
13
B
A
MAINTAIN CONTINUOUS
1/2" PLYWD SHEATHING
FOR SHEAR WALL SUPPORTON NORTH & SOUTH SIDES
OF COLUMN, TYP. LOCATE
VERTICAL JOINTS OF
SHEATHING BETWEEN
COLUMNS, RATHER THAN
ON COLUMNS
CENTERLINES, TYP.
PROVIDE BLOCKING
BEHIND VERTICAL JOINTS
AS NECCESSARY.
8"6 7/8"1' - 8"4
CLVL COLUMN
PLWD
FOUNDATION
WALL BELOW
13
C 8
S1
WRAP PSL
COLUMN IN WD
SIDING, TO
MATCH
ADJACENT,
TYP.8 1/2"8 1/2"1
B 9"1' - 8"A DOWNSPOUT
5"5"5"5"5"3/4"8"2"
SIDEWALK
GRAVEL
BENCH
BELOW
MOCKUP # 1
LOCATION,
SEE DTL A3/3 1"TERMINATEPLYWD 1/2"
ABOVE SLAB,
TYP.
6" CERAMIC TILECOVE BASE
ALONG ALL
TOILET ROOM
WALLS, TYP.
3/4" BACKER BD
1/2" MARINE
PLYWD, TYP.
PT SILL, TYP.
INTERIOR RM, TYP.TOILET RM, TYP.1/2"13
B 1' - 8"6 7/8"A
SHIM COLUMN
TO ALIGNSIDING WITH
PARTIAL WALL
ABOVE3/4"3 1/4"5"5"5"5"3/4"8"
8"
B 1' - 8"2
A
8"
SIDEWALK
GRAVEL
BENCH
BELOW
8
A1
10
A1
3/4"5"5"5"A
ALIGN EXTERIOR
OF VERTICAL WD
SIDING WITH
FOUNDATION
WALL, TYP.1/2"PT SILL
PLATE, TYP.
STUD
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:17 PM2014-08-25
EM
FLOOR PLANS, WALL DTLS,
DOOR SCHEDULE
A1
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
Rev. No. Description Date
1/4" = 1'-0"11 FLOOR PLAN - BLDG A
1/4" = 1'-0"12 FLOOR PLAN - BLDG B
DOOR SCHEDULE
NUMBER
DOOR FRAME
FIRE
RATING COMMENTS
SIZE
MAT-
ERIAL
MAT-
ERIALWIDTH HEIGHT
THICK-
NESS
01 3' - 0" 6' - 0" 1 3/4" HM HM - -
02 3' - 0" 7' - 0" 1 3/4" HM HM - -
03 3' - 0" 7' - 0" 1 3/4" HM HM - -
04 3' - 0" 7' - 0" 1 3/4" HM HM - -
05 3' - 0" 7' - 0" 1 3/4" HM HM - -
06 2' - 6" 7' - 0" 1 3/4" HM HM - -
07 3' - 0" 7' - 0" 1 3/4" HM HM - -
08 3' - 0" 7' - 0" 1 3/4" HM HM - -
09 3' - 0" 7' - 0" 1 3/4" HM HM - -
10 3' - 0" 7' - 0" 1 3/4" HM HM - -
11 6' - 4" 6' - 8" 1 3/4" WD WD - - SLIDING BARN DOORS
12 3' - 0" 7' - 0" 1 3/4" HM HM - -
13 12' - 0" 8' - 0" 1 3/4" HM HM - - OVERHEAD GARAGE DOOR
3" = 1'-0"7 DTL @ EXTERIOR WALL, TYP.
3" = 1'-0"8 DTL @ FIN WALL, TYP.
1" = 1'-0"5
PLAN DTL - FIN WALL @ OPEN BENCHES
PARTIAL WALL ABOVE, TYP.
1" = 1'-0"1 PLAN DTL @ COLUMNS C4 & C5
1" = 1'-0"4 PLAN DTL @ COLUMNS C12 & C13
1" = 1'-0"2 PLAN DTL - END WALL, TYP.
3" = 1'-0"9 DTL @ TOILET RM WALL, TYP.
1" = 1'-0"6
PLAN DTL - FIN WALL @
OPEN BENCHES, TYP.
1" = 1'-0"3 PLAN DTL - FIN WALL, TYP.
3" = 1'-0"10 DTL @ EXTERIOR END FIN WALL, TYP.
REFEREN
CE ON
FLOOR
PLANS
BDC AEBLDG B
6' - 6"11' - 0"4' - 0"4' - 5"3' - 5"8' - 10"OPEN
TO
BEYOND
OPEN
TO
BEYOND
FIRST FLOOR
0"
TOP OF PLATE -
NORTH
12' - 1"
4
A3 4589121316 11
A3236710111415
A A A
AAAA
MOCKUP
#1. SEE
DTL A3/3
ALIGN PARTIAL WALL W/BOTTOM OF WINDOW TRIM,
SEE A3/12 FOR BOTTOM DTL
AA
BLDG ABLDG B
A2
7 Sim
PICNIC
TABLES
FIRST FLOOR
0"
4
A345891213 16
TOP OF PLATE
SOUTH
9' - 6"
1 1
A3 2 3 6 7 10 11 14 15
A A A A A A A A A
A4
2
BLDG A BLDG B
1X3 TRIM, TYP.
SEE DTLS FOR
MORE INFO
PV
WD BENCHES,TYP. SEE DTLS
FOR MORE INFO
PICNIC
TABLES
B DC
8' - 0"3' - 2"12' - 0"14' - 2"
A E7
A3
MOCKUP #1.
SEE A3.1/1
BLDG A
PV PANELS
6' - 11 1/2"1' - 9"A
STANDING SEAM
METAL ROOF
4
A345891213 16
PV ARRAY, BY
OWNER.
COORDINATE ROOF
INSTALLATION
W/OWNER'S
INSTALLER
1
B
D
C
1
A3 2 3 6 7 10 11 14 15
A
E
7
A34" / 12"8" / 12"8" / 12"4" / 12"EQ EQ
CL CL
EQ EQ
ALGIN CENTER OF METAL ROOF
PANEL W/CENTER OF ROOF, TYP.BLDG A BLDG B
B DCA E
BLDG B
3' - 5"4' - 5"8' - 0"3' - 0"10' - 6"
OPEN
TO
BEYOND
BDC AE
BLDG A
10' - 6"3' - 0"15' - 10"
5
A4 CORK
BULLETIN
BOARD
CORK
BULLETIN
BOARD BIFOLD
DOOR
BOTTLE
FILLING
STATION
TRASH &
RECYCLING
BINS
6
A4
3/4"5"5"3/4"4' - 5"3/4"5"4 1/2"5"3/4"
5"5"3 1/4"3 1/4"8' - 10"7' - 2"ALTERNATE HORIZONTAL
JOINTS OF VERTICAL SIDING
ON ALL EAST & WEST
ELEVATIONS AS SHOWN,
TYP.
7
A3
Sim
BEGIN &/OR END EXTERIOR
WALLS AND OPENINGS WITH
FULL BOARD (5" FACE), TYP.
USE ATYPICAL BOARD WIDTH
IN CENTER OF WALL &/OR
OPENING AS NEEDED, TYP.
5"4 1/2"5"10' - 0"12' - 0"VERTICAL SHIPLAP PINE SIDING,
5" FACE, STAINED, TYP.
3/4 VERTICAL PINE END CAP,
8" FACE, STAINED TO MATCH
SIDING, TYP.
HOLLOW MTL DR & FRAME, TYP.
STANDING SEAM MTL ROOF
PV
OPEN
TO
BEYOND
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:22 PM2014-08-25
EM
ROOF PLAN, EXTERIOR
ELEVATIONS
A2
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
1/8" = 1'-0"5 EAST ELEVATION
1/8" = 1'-0"8 NORTH ELEVATION
1/8" = 1'-0"6 SOUTH ELEVATION
1/8" = 1'-0"1 WEST ELEVATION - DPW
1/4" = 1'-0"10 ALUM SLIDING WINDOW, TYP.
1/8" = 1'-0"3 ROOF PLAN
1/8" = 1'-0"4
WEST ELEVATION - TOWARDS
CONCESSIONS
1/8" = 1'-0"2 EAST ELEVATION - TOWARDS STORAGE
1/4" = 1'-0"7 CONCESSIONS ELEVATION - NORTH
1/2" = 1'-0"9
ENLARGED ELEVATION - VERTICAL
SIDING/BOARD PATTERN, TYP.
FIRST FLOOR
0"
TOP OF PLATE -
NORTH
12' - 1"
T.O. FOOTING
-3' - 0"
A3
10
TOP OF PLATE
SOUTH
9' - 6"
BDC
8 '- 10" +/-2 1 ' - 1 0 " +/-
A3
12
AE
A3
11
TOP OF RIDGE
BEAM
16' - 5"
5
A1
BLDG B
PICNIC TABLES
FIRST FLOOR
0"
TOP OF PLATE -
NORTH
12' - 1"
T.O. FOOTING
-3' - 0"
TOP OF PLATE
SOUTH
9' - 6"
BDC AE
A3
13
A3
9
TOP OF RIDGE
BEAM
16' - 5"
BLDG A
2 1 ' - 1 0 " +/-8' - 10" +/-
FIRST FLOOR
0"
TOP OF PLATE -
NORTH
12' - 1"
B A
A3
3
8' - 11"1' - 9"FIRST FLOOR
0"
TOP OF PLATE
SOUTH
9' - 6"
DE
1/2" PLYWD,
TYP.
2X6 STUD WALL
2X BLOCKING
FOR VERTICAL
SIDING
VERTICAL
SHIPLAP PINE
SIDING, TYP.
(2) LVL,
TYP.
1' - 6 1/2"
1/4"
A3
8
A1
7
GRAVEL
9"1' - 8"8' - 5 1/2"FIRST FLOOR
0"
C
LVL RIDGE BEAM
ADJUSTABLE
HANGERS
PSL COLUMN,
WRAPPED IN
VERTICAL SIDING
TO MATCH
ADJACENT, TYP.
WD RAFTERS
PV PANELS
TOP OF RIDGE
BEAM
16' - 5"
8
S1
SIMPSON
STRONG-TIE
CB7.125-7, FOR
PSL COLUMN
ABOVE
FIRST FLOOR
0"
TOP OF PLATE
SOUTH
9' - 6"
DE
(2) LVL, TYP.
USE SIMPSON
HANGER
HUSC610W/FLANGES
TURNED
INWARD, TYP.8' - 5 1/2"6 7/8"
FIRST FLOOR
0"
TOP OF PLATE -
NORTH
12' - 1"
B
5/4 CLR PINE SLATS W/1/4"
GAP BETWEEN, TYP.
2X4 @ 2'-0" O.C., END
MEMBERS SECURED
TO WALL
1/4"
ALL WD BENCH ELEMENTS
STAINED TO MATCH
ADJACENT WD SIDING, TYP.
A
(2) LVL, TYP. USE SIMPSON
HANGER HUSC610
W/FLANGES TURNED
INWARD, TYP.
(2) LVL, TYP.
MAINTAIN CONTINUOUS1/2" PLYWD SHEATHING
FOR SHEAR WALL
SUPPORT ON NORTH &
SOUTH SIDES OF
COLUMN, TYP. LOCATE
VERTICAL JOINTS OF
SHEATHING BETWEEN
COLUMNS, RATHER
THAN ON COLUMNS
CENTERLINES, TYP.
PROVIDE BLOCKING
BEHIND VERTICAL
JOINTS AS
NECCESSARY.
3/4" VERTICAL SIDING,
MATCH ADJ.
2X6
1' - 6"6
A3
ALIGN SIDING
OF PARTIAL
WALL W/FIN
WALL, TYP.
A3
2
8' - 11"2' - 2"
EQ EQ
5
A3
6 7/8"
A
4" X 4" ROUND GALVANIZED STL
DOWNSPOUT, TYP.
1/8" x 1" GALVANIZED STL HANGERS
@ 3'-0" O.C. - FINISH TO MATCH GUTTER
5" GALVINIZED STL GUTTER, LOCATE
MIN. 3/4" BELOW EXTENDED ROOF
LINE, TYP.
DEBRIS STRAINER @ ALL RAIN LEADERS
FLASHING, MATCH ADJACENT ROOF
MATERIAL & COLOR
SEE PLAN DTLS & ELEVATIONS FOR
GUTTER & DOWNSPOUT LOCATIONS
END WALL BEYOND
1X8 TRIM BD,
MATCH SIDING
MATERIAL &
STAIN COLOR
2X8
RAFTER TAIL
1/2 PLYWD
SHEATHING
STANDING SEAM
GALVANIZED MTL ROOF
GUTTER END CAP, TYP.3/4"1X3 WD TRIM, STAINED TO MATCH
SIDING TYP.2 1/2"1"PROVIDE FINISHED MOCKUP (#1)
OF EAVE & RAKE DETAILS, INCLUDING MTL
ROOFING, FLASHING, GUTTER,
DOWNSPOUT, TRIM, AND VERTICAL SIDING.
SEE DTL A1/4 FOR PLAN LOCATION & A2/4
FOR ELEVATION LOCATION
1' - 2" +/-9"
8
1/2" PLYWD
SHEATHING
CLIP
STANDING SEAM
MTL ROOF PANEL,
FIELD CUT ANDHEMMED AROUND
GABLE DRIP EDGE
GABLE DRIP EDGE
VERITCAL SIDING
1X3 FASCIA, TYP.1"MITER BOARD @HORTIZONAL JOINT
IN VERTICAL SIDING,
TYP. SEE ENLARGED
ELEVATION A2/9 FOR
HORIZONTAL JOINT
LOCATIONS.
TOP OF PLATE -
NORTH
12' - 1"
B
1/2"
1/2"
3/4" PLYWD,
STAINED TO
MATCH
ADJACENT
SIDING, TYP.
2X NAILERS
3/4" VERTICALWD SIDING
ALIGN W/BOTTOM
OF RAFTER, TYP.
ALIGN
W/BOTTOM
OF RAFTER,
TYP.
3/4" VERTICAL
WD SIDING
3/4" PLYWD,STAINED TO
MATCH ADJACENT
SIDING, TYP.
PROVIDE FINISHED
MOCKUP (#2)
OF RAFTER, PLYWD
INFILL PANELS &PLYWD ROOF
SHEATHING, AND
VERTICAL SIDING FOR
APPROVAL BY
ARCHITECT.
SEE DTL A3/5 FOR
ELEVATION LOCATION
2' - 0" +/-5
A3
SIMPSON
STRONG-TIE
H8, TYP.
B A MAINTAIN CONTINUOUS
1/2" PLYWD SHEATHING FOR
SHEAR WALL SUPPORT ON
NORTH & SOUTH SIDES OF
COLUMN, TYP. LOCATE
VERTICAL JOINTS OF
SHEATHING BETWEEN
COLUMNS, RATHER THAN ON
COLUMNS CENTERLINES,
TYP. PROVIDE BLOCKING
BEHIND VERTICAL JOINTS AS
NECCESSARY.
BENCH BELOW
6 7/8"
1x3 TRIM, TYP.
3/4" VERTICAL
SIDING
1x3 APRON,
TYP.
1x6 SILL,TYP.
1/2 PLYWD,
TYP.
NAILING FLANGE
1x3 TRIM, TYP.
3/4" VERTICAL
SIDING
NAILING FLANGE
MTL FLASHING
MTL FLASHING
1x3 TRIM, TYP.
1x TRIM, TYP.
1/2" PLYWD,
TYP.
MTL FLASHING,
TYP.
13
6
A3
PLWD ROOF
SHEATHING
RAFTERS
VERTICAL WD
SIDING
SPACEING @
UPPER
PARTIAL
WALL, TYP.
4' - 4"
PLWD INFILL
PANELS2' - 0"5"5"5"4"8"4"5"5"5"
WRAPPED
COLUMN
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:29 PM2014-08-25
EM
BLDG & WALL SECTIONS,
ROOF & WINDOW DTLS
A3
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
Rev. No. Description Date
1/4" = 1'-0"4 BLDG SECTION @ OPEN BENCHES, TYP.
1/4" = 1'-0"1 BLDG SECTION @ WALLS, TYP.
3/4" = 1'-0"13 WALL SECTION - NORTH, TYP.
3/4" = 1'-0"9 WALL SECTION - SOUTH, TYP.
3/4" = 1'-0"11 WALL SECTION @ COLUMN C-LINE, TYP.
3/4" = 1'-0"10 WALL SECTN @ OPEN BENCHES, SOUTH
3/4" = 1'-0"12 WALL SECTN @ OPEN BENCHES, NORTH
3" = 1'-0"3 DTL - EAVE @ END WALL, TYP.
3" = 1'-0"7 DTL @ RAKE, TYP.
3" = 1'-0"2 DTL @ RAFTER TAIL, TYP.
3/4" = 1'-0"6
PLAN DTL FIN WALL @ PARTIAL WALL
ABOVE,TYP.
3" = 1'-0"8 DTL @ WINDOW HEAD & SILL, TYP.
3/4" = 1'-0"5 MOCKUP #2 - ELEVATION SCOPE
5/4 CLR PINE SLATS W/ 1/4"
GAP BETWEEN, TYP.
2X6 PICNIC TABLE &
BENCH STRUCTURE
3' - 1 1/4" +/-
ALL WD TABLE & BENCH
ELEMENT STAINED TO MATCH
ADJACENT BENCHES, TYP.
1' - 6 1/2" +/-1' - 6"2' - 6"RAFTERS
BEYONDEQEQ
EQ EQ
EQ EQ
EQ EQ
WOMEN'S
TOILET RM
MTG
RM
CONCESSIONS
EQUIP
DPW
FAMILY/
ACCESSIBLE
TOILET RM
MEN'S
TOILET RM
STORAGE
EQ EQ EQ EQ EQ EQ
3' - 0"5' - 2"2' - 2"
CL
3' - 5 1/2"8' - 0"2' - 0"EQEQ6' - 0"6' - 0"8' - 0"8' - 0"
BOTTOM OF EXTERIOR
PENDANT FIXTURES @
10' - 6", TYP.
BOTTOM OF INTERIOR
PENDANT FIXTURES @
9' - 0", TYP.EQEQ2' - 7"2' - 8"EQEQEQEQEQEQ6' - 8"EQEQBLDG A BLDG B
BOTTOM OF EXTERIOR
LIGHT FIXTURES @ 9'-0",
TYP. SEE EXTERIOR
ELEVATIONS.
BOTTOM OF
LIGHT
FIXTURES @
9'-0"
MARINE PLYWD,
EXPOSED
FASTENERS, 4X8SHEETS INSTALLED
HORIZONTALLY WITH
1/8" REVEAL, TYP.
EXPOSED WD
RAFTERS, TYP.
8
A4
2' - 6"3' - 0"6' - 5 1/2"6 1/2"4' - 3"1' - 6"TOILET
PARTITION,
TYP.
TOILET
DOOR, TYP.
3/4" MARINE PLY
1X TRIM
2X FRAMING
2' - 0" MAX
TOPLESS CAGED SCONCE
LIGHT FIXTURE LEGEND
DOUBLE TOPLESS CAGED SCONCE
FLOURESCENT
STRIP LIGHT
TOPLESS CAGED PENDANT
CAGED SCONCE W/TOP
8
A4
2' - 0"
SECURE ANGLE TO
ADJACENT STUD WALL,
PROVIDE CONTINUOUS
BLOCKING BEHIND, TYP.
DRILL HOLE INANGLE FOR
SLIDE BOLT
DOOR
HINGE1 1/2"2 1/2"2 1/2"2 1/2"
5"
2 1/2"1"2 1/2"2 1/2"GALVANIZED 1/8" MTL ANGLE
W/THROUGH BOLT, GRIND TO
ELIMINATED SHARP EDGES
BEFORE GALVANIZING, TYP.
SECURE ANGLE TO SLAB
W/WELDED PLATE WHERE
STUD WALL IS NOT ADJACENT
DOOR
6"1/2"6' - 5 1/2"1/2"2 1/2"2 1/2"
MTL ANGLE,
SECURED TO
STUD WALL
3/4" MARINE
PLYWD TOILET
PARTITION, TYP.
CERAMIC COVE
BASE
CONCRETE SLAB
1"
MTL ANGLE
PIPE RAIL
2' - 8"4"1' - 8"
GALVANIZED THREADED
3/4" SCHEDULE 40 PIPE,
CONNECTED W/STANDARD
ELBOWS & TEES.
SECURED TO WALL AND
SLAB AS SHOWN.
PROVIDE BLOCKING
10"10"
SECURE
TO SLAB
SECURE TO
WALL,
PROVIDE
BLOCKING
BEHIND
SECURE TO
FOUNDATION
WALL
1X TRIM, TYP.
SLIDE BOLT, TYP.
3/4" PLYWD DOOR
PANEL, STAINED TO
MATCH ADJACENT
SIDING 1/2"WINDOW ABOVE
1 X 3 TRIM, TYP.3' - 3" V.I.F.1/2"MTL CASED HOLE
DRILLED THROUGH
COUNTER FOR SLIDE
BOLT LOCK
INTERIOR COUNTER:
3/4" MARINE PLYWD
COUNTER, TYP.
EXTERIOR COUNTER:
3/4" PLYWD, STAINED TO
MATCH EXTERIOR
SIDING, TYP.
3/4" PLYWD PANEL
1X6 WD TRIM, TYP.
SEE INTERIOR
ELEVATION FOR TRIM
LAYOUT
SLIDING BARN DR
TRACK, INSTALLED AS
PER MANUFACTURER'S
INSTRUCTIONS
CONTINUOUS
BLOCKING BEHIND
TRACK
6
A4
WINDOW
HINGES ON
EXTERIOR SIDE
MTL CASED HOLE
DRILLED THROUGH
COUNTER FOR SLIDE
BOLT LOCK
INTERIOR COUNTER:
3/4" MARINE PLYWD
COUNTER, TYP.
1 X3 TRIM, TYP.
SLIDE BOLT, TYP.10" T HINGE
3/4" PLYWD DOOR
PANEL, STAINED TO
MATCH EXTERIOR
SIDING 1/2"3' - 3" V.I.F.1/2"1/4"1' - 7 3/4" V.I.F.1' - 7 3/4" V.I.F.4 1/2"
5
A4
7' - 6"
A4
11 6
A4
A4
7
MTG RM CONCESSIONS
STORAGE
CABINET 2' - 0"1' - 6"3' - 0"6 1/2"5' - 11"6 1/2"
10
A4
TRASH BIN
2 X 'S, TYP.
EXTERIOR COUNTER:
3/4" PLYWD, STAINED
TO MATCH ADJACENT
SIDING, TYP.
1X3 WD TRIM, TYP.
BULLETIN BD
2' - 0"1' - 6"
INTERIOR COUNTER:
3/4" MARINE PLYWD
COUNTER, TYP.
3/4" MARINE
PLYWD
SHELVING,
TYP.3' - 0"1x TRIM, TYP.
7' - 6"1' - 6"2' - 0"12' - 0"
FRIDGE
NIC
12" DEEP 3/4"
EXTERIOR
GRADE AB
PLYWD WALL
CABINETS,
TYP.
MARINE PLYWD
COUNTERTOP &
SHELVES, TYP.
SLIDING BARN
DRS OPEN TO
CONCESSIONS
BEYOND
STORAGE
11
A4
V.I.F.
3' - 6"6' - 8" V.I.F.3/4" MARINE PLYWD, TYP.
2 X PT NAILERS, TYP.
2 X BRACING @
16" O.C. CENTER
1/2"6' - 2"1/2"3"2 X 6 HEADER, TYP.
3/4" MARINE PLYWD, TYP.
KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
FAX: 4 1 3 2 5 9 1 6 2 1
A
D
B
C
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c Kuhn Riddle Architects, Inc.As indicated8/25/2014 5:34:36 PM2014-08-25
EM
INTERIOR ELEVATIONS,
CONSTRUCTION DTLS, RCP
A4
FLORENCE, MA
FLORENCE RECREACTION
PAVILION
13028
3/4" = 1'-0"16 DTL @ MOVABLE PICNIC TABLE
1/8" = 1'-0"17 FIRST FLOOR RCP
1/4" = 1'-0"13 MEN'S WC - NORTH
3/4" = 1'-0"4 DTL @ ACCESSIBLE SINK COUNTER
3" = 1'-0"9 PLAN DTL - TOILET PARTITION, TYP.
6" = 1'-0"8 SECTION DTL @ TOILET PARTITION, TYP.
- ALL HARDWARE TO BE HOT-DIPPED GALVANIZED
- ALL MODIFICATIONS TO METAL ELEMENTS (INCLUDING
PENETRATIONS AND GRINDING) SHOULD BE MADE
PRIOR TO GALVANIZING
- ALL STUDS IN CONTACT W/CONCRETE SLAB SHALL BE
PRESSURE TREATED
3/4" = 1'-0"2 ELEVATION DTL @ PIPE RAIL
3/4" = 1'-0"3 PLAN DTL @ PIPE RAIL1AXO @ PIPE RAIL
1 1/2" = 1'-0"6 DTL @ CONCESSION WINDOW
1 1/2" = 1'-0"11 DTL @ SLIDING BARN DR
1 1/2" = 1'-0"7 ELEVATION - CONCESSIONS WINDOW
1/4" = 1'-0"15 CONCESSIONS - LOOKING NORTH
3/4" = 1'-0"5 DTL @ CONCESSION - TRASH BINS
1/4" = 1'-0"14 CONCESSIONS - SOUTH
1/4" = 1'-0"12 MTG RM - EAST
1" = 1'-0"10 DTL @ STORAGE CABINET
BDCABDCABELOW SLAB PLUMBING PLANSCALE: 14" = 1'-0"SANITARY VENT PLUMBING PLANSCALE: 14" = 1'-0"FLCOFLCOBDCAEBDCAEKEY PLANNO SCALEDRAWING NOTES:3"S, 2"V-RISE TO FLOOR DRAIN4"S, 2"V-RISE TO WATER CLOSET2"S, 112"V-RISE TO URINAL112"S, 114"V-RISE TO LAV112"S, 114"V-RISE TO SINK2"V-RISE IN WALL112"S, 114"V-RISE TO DRINKING FOUNTAIN / BOTTLE FILLER3"S, 2"V-RISE TO MOP SINK4"V UP TO VTRDUPLEX SEWAGE EJECTOR4"S, 4"V-RISE FINAL CONNECT TO EACH WATER CLOSET4"S4"S4"S3"S2" FORCE MAIN TO 10'-0"OUTSIDE BUILDING FORCONTINUATION BY SITECONTRACTOR3"SFLCODUPLEX SEWAGE EJECTOR PIPING DETAILNOT TO SCALEEXISTING FLOOR SLABGASKETED STEEL COVER4" C.I. VENT TO ATMOSPHERE4"C.I. DRAINAGE INLET. INVERT T.B.D.;')53%$6,1:,7+ANCHOR FLANGECONCRETE BALLAST BYGENERAL CONTRACTORSUBMERSIBLE SEWAGEEJECTOR. TYPICAL FOR (2).EACH PUMP SHALL BERATED FOR 53 GPM @ 20'HEADLOCAL ALARM HORN & STROBEDUPLEX CONTROL PANELPOWER & CONTROL WIRINGFURNISHED BY PUMPMANUFACTURER AND INSTALLEDBY ELECTRICAL CONTRACTOR(2) 2" PUMP DISCHARGE WITHCHECK VALVE ONDISCHARGEHIGH WATER ALARMLAG PUMP ONLEAD PUMP ONPUMP OFFFLOAT SWITCH (TYPICAL) FINALFLOAT ELEVATIONS TO BEDETERMINED IN FIELD2" FORCED MAIN TO10'-0" OUTSIDE OFBUILDING FORCONTINUATION BYSITE CONTRACTOR.,19(57 3"SFLCOFLCO1 12"V1 12"V2"V1 12"V2"V2"V2"V4"S3"S4"S4"S4"S2"VWOMEN'STOILET RMMTGRMCONCESSIONSFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEWOMEN'STOILET RMMTGRMCONCESSIONSFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-221302810/08/2013FLORENCE, MAFLORENCE RECREACTIONPAVILIONPLUMBING BELOW SLABPLAN, SANITARY VENT PLANP1.013028AS NOTEDNMP
BDCAHOT AND COLD WATER PLUMBING PLANSCALE: 14" = 1'-0"M 16"wX16"wX18" DEEP PIT WITHBALL VALVE AND HOSECONNECTION TO ALLOW FORCOMPLETE SYSTEM DRAINAGENEW WATER METER RACKED ON WALLMOP SINK P-4MOUNT WATER HEATER (WH-1)ON 112" ANGLE IRON FRAME.SECURE TO WALL STUDSVACUUM BREAKERWATER HEATER AND METER PIT DETAILNOT TO SCALEBDCAEBDCAETYPICAL FLOOR DRAIN DETAILNOT TO SCALEKEY PLANNO SCALEWATER SERVICE TO 10'-0"OUTSIDE BUILDING BY FIREPROTECTION CONTRACTOR2" CW FOR DISTRIBUTION TOBUILDING2" CW BALL VALVE - TYPICALBRONZE PLATE STRAINERWATER METERFULL SIZE SHUT-OFF VALVEPRESSURE REDUCINGVALVE - SET TO 50 PSI34" CW BALL VALVE FOR SERVICEBY-PASS. VALVE NORMALLYCLOSED AND LOCKEDPRESSURE GAUGE WITHPETCOCK - TYPICALWATER ENTRANCE DETAILNOT TO SCALE16"x16" METAL GRATE34" BALL VALVE TO ALLOW FORCOMPLETE DRAINAGE OF SYSTEM112" ANGLE IRON TO SUPPORT GRATEDRAWING NOTES:112"CW-DN IN WALL. FINAL CONNECT TO (3) WATER CLOSETS12"H&CW-DN TO LAV12"H&CW-DN TO MOP SINK12"CW-DN TO SINK CONNEC TO 2.5 GALLON WATER HEATERMOUNTED BELOW SINK. EXTEND 12"H&CW TO SINK P-512"CW-DN TO BOTTLE FILLING STATION AND DRINKING FOUNTAINWATER METER AND PIT - SEE DETAIL THIS SHEETINSTALL WATER HAMMER ARRESTOR AT ACCESS PANEL INCHASE WALLMOUNT WATER HEATER WH1 ON WALL ABOVE MOP SINK. SEEDETAIL THIS SHEET1"CW-DN TO WATER CLOSET1"CW & 12" HW-DN TO LAVATORY & URINAL16"Wx16W"X18" DEEP PITWITH GRAVEL BASE2"34"34"2"12"12"TO TPTO TPAP12"2"2"12"112"12"34"WOMEN'STOILET RMMTGRMCONCESSIONSFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONP1.110/08/2013NMPAS NOTEDJGS
UNITIDMODEL NO.STORAGECAPACITYELEMENTCW INLETCONNECTION SIZE(INCHES)HW OUTLETCONNECTION SIZE(INCHES)ELECTRICACCESSORIESVOLTSPHASEWH-110 GAL.1500W3/4"3/4"120IWH-2RUUD PROE2 1 RU POU2.5 GAL.1500W1/2"1/2"120IRUUD PROE10 1 RU POUTAGFIXTURE TYPEINLET(IN)P-TRAP(IN)MANUFACTURERMODELDESCRIPTIONFD1FLOOR DRAIN3"3"JOSAM30002-X-6A-2-17-50CAST IRON FLOOR DRAIN BODY WITH ADJUSTABLE 6" ROUND SATIN BRONZE VANDAL PROOF STRAINER, INSIDE CAULK OUTLETCONNECTION WITH GASKET, 12" TRAP PRIMER CONNECTION.FCOFLOOR CLEANOUT4"JOSAM55004-Y-2-12-22-41COATED CAST IRON CLEANOUT WITH GASKET SEAL, TAPER THREAD BRONZE PLUG, ADJUSTABLE ROUND SATIN BRONZE TOPWITH VANDAL PROOF SCREWS, HUB OUTLET GASKET AND CLAMP RING AND FLANGE.THE FOLLOWING ITEMS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING SUB-CONTRACTORTAGFIXTURE TYPECONNECTIONSMANUFACTURERMODEL NO.TRIMDESCRIPTIONCWHWSOILWASTEVENTP-1WATER CLOSET1"-4"-2"SLOANWETS 2060.1311-1.25 ES-S W/ EL-154TRANSFORMERSLOAN ROYAL OPTIMA CONCEALED VALVE. CHURCH SEATMODEL NO. 295SSCT; OPEN FRONT LESS SEAT WITHSELF-SUSTAINING CHECK HINGE INCLUDE WITH WALL CARRIERWALL HUNG WATER CLOSET WITH HIGH EFFICIENCY FLUSHOMETER, 1.28 GPF. ELONGATED BOWL OPEN FRONT SEAT LESS COVER.P-1AWATER CLOSET1"-4"-2"AMERICAN STANDARDAFWALL FLOWISE MODEL NO.2257.001FLUSH VALVE - SLOAN MODEL 111-1.28. CHURCH SEAT MODELNO. 295SSCT; OPEN FRONT LESS SEAT WITH SELF-SUSTAININGCHECK HINGE. HORIZONTAL ADJUSTABLE CARRIER ZURNMODEL Z-1203-H.WALL HUNG HANDICAPPED ACCESSIBLE HEIGHT WATER CLOSET WITH HIGH EFFICIENCY FLUSHOMETER, 1.28 GPF. ELONGATED BOWLOPEN FRONT SEAT LESS COVER.P-2LAVATORY - WALL HUNG12"12"-112"114"KOHLERBROCKWAY K-3200-0FAUCET - KOHLER CANNOCK K-8892PROVIDE C.P. LOOSE KEY ANGLE STOPS, C.P. FLEXIBLE TUBE RISERS, 1-1/2" C.P. P-TRAP SANITARY DASH R370-17, C.P. TAIL PIECEBRASSCRAFT CS400A, C.P. WALL ESCUTCHEONS, AND C.P. GRID DRAIN.P-2ALAVATORY - COUNTER TOP12"12"-112"112"SLOANSS-3002FAUCET - CHICAGO E2805ABCPMOUNTED AT HANDICAPPED ACCESSIBLE HEIGHT - 34" A.F.F. TO RIM. PROVIDE C.P. LOOSE KEY ANGLE STOPS, C.P. FLEXIBLE TUBERISERS, 1-1/2" C.P. P-TRAP SANITARY DASH R370-17, C.P. TAIL PIECE BRASSCRAFT CS400A, C.P. WALL ESCUTCHEONS, AND C.P. GRIDDRAIN. INSULATE DRAINS AND STOPS WITH TRUEBRO HANDI LAV-GUARD MOLDED VINYL INSULATION.P-3URINAL34"--2"112"SLOANWEUS-1012.1311-0.25 ES-S W/ EL-154TRANSFORMERSLOAN ROYAL OPTIMA CONCEALED VALVE. INCLUDE WITH WALLCARRIERPROVIDE C.P. LOOSE KEY ANGLE STOPS, C.P. FLEXIBLE TUBE RISERS, 1-1/2" C.P. P-TRAP SANITARY DASH R370-17, C.P. TAIL PIECEBRASSCRAFT CS400A, C.P. WALL ESCUTCHEONS, AND C.P. GRID DRAIN. 1.5 GPM FAUCET TO BE W ATER SENSE CERTIFIED.P-4UTILITY SINK12'12"-3"2"MUSTEEMODEL NO. 63AFAUCET - MODEL NO. 63.600AONE PIECE MOLDED DURASTONE WITH MOP HANGER 65.600P-5KITCHEN SINK12"12"-112"112"ELKAYMODEL LR2521-8" DEEPFAUCET - DELTA 2480-DST18 GA 304 STAINLESS STEEL DOUBLE BOWL SELF RIMMING SINK. PROVIDE C.P. LOOSE KEY ANGLE STOPS, C.P. FLEXIBLE TUBE RISERS,1-1/2" C.P. P-TRAP, C.P. TAIL PIECE, C.P. WALL ESCUTCHEONS.P-6BOTTLE FILLING STATION12'--112"112"ELKAYWALL MOUNT TUBULAR BOTTLE FILLINGSTATION LK4405BFLEAD FREE WALL MOUNT OUTDOOR BOTTLE FILLING STATION. COLOR BY ARCHITECTP-7DRINKING FOUNTAIN12"--112"112"ELKAYLK EHW214 WITH IN WALL MOUNTING PLATEHEAVY DUTY 14 GAUGE BARRIER FREE DRINKING FOUNTAINKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONP1.210/08/201313028AS NOTEDNMP
SECTION 15400-PLUMBING3$57±*(1(5$/1.01RELATED DOCUMENTSA. ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ANY OTHER AUTHORITIES HAVINGJURISDICTION.1.02SUMMARYA. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONALPLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WITHWORK OF OTHER TRADES AND PROVIDE FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. WHEN THE WORD³3529,'(´,686(',17+,663(&,),&$7,21,76+$//0($172)851,6+$1',167$//B. THE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS OF WORK:1. COMPLETE PLUMBING SYSTEM FOR THE BUILDING. DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THEMA STATE BUILDING CODE.2.THE PIPING SYSTEM SHALL BE INSTALLED SO THAT THE ENTIRE PIPING SYSTEM CAN BE DRAINED AND WINTERIZED.3. ALL SANITARY, DRAIN, WASTE AND VENT SYSTEMS AND PIPING INSIDE THE BUILDING AND CONNECTION TO SITE SANITARY SEWER AND STORM DRAIN SYSTEMS OUTSIDE OF BUILDING, OR AS SPECIFICALLY CALLED OUT ON THE DRAWINGS.4. ALL HOT AND COLD WATER DISTRIBUTION AND HOT WATER RE-CIRCULATION SYSTEMS. FURNISH ALL PIPING, FITTINGS, INSULATION, SUPPORTS, VALVES, AND PUMPS.5. PLUMBING FIXTURES, TRIM AND SUPPORTS.6. PROVIDE AND INSTALL WATER METER, AND PRESSURE REDUCING VALVE STATION AT DOMESTIC WATER SERVICEENTRY.7. FURNISH ACCESS PANELS.8. ARRANGE FOR INSPECTIONS AND PERFORM CLEANING AND TESTING.9. EQUIPMENT BASES AND SUPPORTS.10. ALL RIGGING AND HOISTING OF EQUIPMENT AS REQUIRED.11. ACCESS DOORS AT ALL WALLS AND CEILING WHERE REQUIRED...C. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVING ALL HOLES REQUIRED OF HIS WORK PRIOR TO POURING OF THE&21&5(7(6/$%6$//+2/(6/(667+$125(48$/72´´6+$//%(7+(5(63216,%,/,7<2)7+,6&2175$&72572&25(SIZES LARGER SHALL BE CORED THE G.C. HOWEVER, IF CORING IS REQUIRED DUE TO FAILURE OF THIS CONTRACTOR TOSET A SLEEVE PRIOR TO POURING THAN THIS CONTRACTOR SHALL BE RESPONSIBLE FOR BEARING THE COST OF ANY OFTHIS ADDITIONAL WORK REQUIRED OF THE G.C.D. CONTRACTOR IS RESPONSIBLE FOR CORING AND FIRE-STOPPING ALL RATED PENETRATIONS OF THE STRUCTURE.1.03SUBMITTALS$352'8&7'$7$ :,7+,1&$/(1'$5'$<6$)7(57+(&2175$&725+$65(&(,9('7+(2:1(5¶6127,&(72352&(('SUBMIT THE FOLLOWING. REFER TO DIVISION 1 REQUIREMENTS FOR COPY QUANTITY OF SUBMITTALS OR IF NOT SPECIFIEDSUBMIT SEVEN (7) COPIES.1. IT IS EXPECTED THAT THE CONTRACTOR SHALL PROVIDE THE ARCHITECTURAL DESIGN TEAM, WITH A SET OF CONTRACT DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED WITHIN THE COMMONWEALTH OF MASSACHUSETTS FOR PERMIT AND CONSTRUCTION. FOR ESTIMATING PURPOSES, THE CONTRACTOR SHALL USE THEGUIDELINES DESCRIBED HEREIN FOR SIZING AND SELECTING THE SYSTEM COMPONENTS.2. COORDINATED SHOP DRAWINGS, SHOWING PROPOSED LAYOUT OF EQUIPMENT AND PIPING AND OTHER &20321(1762)7+(6<67(0&225',1$7,21'5$:,1*66+$//%('21($7ó´ ¶´68%0,7&876+((7621),;785(63,3,1*(7&«3. MANUFACTURER CATALOGS, SAMPLES, AND OTHER ITEMS NEEDED TO FULLY DEMONSTRATE THE QUALITY OF THEPROPOSED MATERIALS AND EQUIPMENT. IN ADDITION TO THE SUBMITTALS FORMERLY MENTION HEREIN EQUIPMENTSPECIFICATION SHEETS AND DIMENSIONAL DATA ON THE FOLLOWING:A. PLUMBING FIXTURES AND SUPPORTS..B. WATER HEATERS.C. VALVES AND FITTINGS.D. PIPING AND ACCESSORIES.B. RECORD DRAWINGS1. INCLUDE A COPY OF THE RECORD DRAWINGS (AS-BUILTS) IN EACH COPY OF THE OPERATION AND MAINTENANCEMANUAL DESCRIBED BELOW.C. TESTING AND BALANCING REPORTS1. SUBMIT FOUR (4) COPIES OF A CERTIFIED TESTING AND WATER PIPING STERILIZATION REPORT TO THE ARCHITECTFOR REVIEW AND APPROVAL.D. OPERATING INSTRUCTIONS1. PRIOR TO THE COMPLETION OF ALL WORK AND THE FINAL INSPECTION OF THE INSTALLATION BY THE OWNER, THREE(3) COPIES OF A COMPLETE INSTRUCTION MANUAL, BOUND IN BOOKLET FORM AND SUITABLY INDEXED, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ALL WRITTEN MATERIAL CONTAINED IN THE MANUAL SHALL BE TYPEWRITTEN OR PRINTED.1.04,16758&7,212)2:1(5¶63(56211(/A. AFTER COMPLETION OF ALL WORK AND ALL TESTS AND AT SUCH TIME AS DESIGNATED BY THE OWNER, PROVIDE THENECESSARY SKILLED PERSONNEL TO OPERATE THE ENTIRE INSTALLATION FOR A PERIOD OF SIXTEEN (16) HOURS.%'85,1*7+(23(5$7,1*3(5,2')8//<,16758&77+(2:1(5¶65(35(6(17$7,9(,17+(&203/(7(23(5$7,21ADJUSTMENT AND MAINTENANCE OF THE ENTIRE INSTALLATION.1.05QUALITY ASSURANCEA. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THENECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODSNEEDED FOR PROPER PERFORMANCE OF THE WORK IN THIS SECTION.%7+(&2175$&725¶6683(5,17(1'(176+$//&21'8&7$//&225',1$7,21%(7:((17+(&2175$&7257+($5&+,7(&77+((1*,1((56(7&$1'6+$//)8//<5(35(6(177+(&2175$&725¶6326,7,21,1+,6$%6(1&($//DECISIONS BY THE SUPERINTENDENT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND BINDING TO THECONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAWINGS, AND THAT WHICH IS WRITTEN OR IMPLIED INTHE SPECIFICATIONS.C. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TOCOMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVINGJURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE INTHESE CONTRACT DOCUMENTS.D. BEFORE SUBMITTING THE FINAL PROPOSAL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE EXISTINGCONDITIONS THAT MAY EFFECT THE WORK, AS THIS SECTION WILL BE HELP RESPONSIBLE FOR ANY ASSUMPTION IN REGARDTHERETO.1.06GUARANTEEA. THE CONTRACTOR SHALL GUARANTEE EVERY COMPONENT PART OF EACH SYSTEM FOR A MINIMUM OF ONE-YEAR PARTSAND LABOR. THE CONTRACTOR SHALL ALSO PROVIDE THE OWNER WITH FACTORY WARRANTIES FOR ALL EQUIPMENT. FOREQUIPMENT WITH COMPRESSORS, PROVIDE EXTENDED FIVE-YEAR WARRANTY ON ENTIRE SEALED SYSTEM.2.06PLUMBING FIXTURESA. GENERAL REQUIREMENTS: REFERENCES MADE HEREIN ARE TO ESTABLISH TYPE AND QUALITY OF MATERIALS.EXPOSED TRAPS AND SUPPLY PIPES FOR ALL FIXTURES SHALL BE CHROME PLATED AND CONNECTED TO THE ROUGHPIPING SYSTEMS AT THE WALL. WALL ESCUTCHEONS SHALL BE CHROMIUM PLATED ON NICKEL PLATED BRASS WITHPOLISHED, BRIGHT SURFACES. VITREOUS CHINA AND ACID-RESISTING ENAMELED CAST IRON FIXTURES SHALL BESLOAN, AMERICAN STANDARD OR APPROVED EQUAL; TOILET SEATS TO BE CHURCH, OR OLSONITE; STAINLESSSTEEL SINKS SHALL BE ELKAY OR APPROVED EQUAL. FLOOR DRAINS AND CARRIERS SHALL BE J.R. SMITH, ZURN, ORWADE.2.07ACCESS PANELSA. FURNISH ACCESS PANELS FOR ALL LOCATIONS WHERE CLEANOUTS, VALVES, SHOCK ABSORBERS, OR OTHERITEMS REQUIRING OPERATION OR MAINTENANCE ARE LOCATED IN FINISH WALLS. ACCESS PANELS WILL BEFURNISHED BY THIS SUBCONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. THIS SUBCONTRACTORSHALL CO-ORDINATE LOCATION.%$&&(663$1(/66+$//%(%2,&267</(&25(48$/6,=(;25/$5*(52.08EQUIPMENT CONNECTIONSA. MAKE FINAL HOT WATER, COLD WATER, WASTE, AND GAS CONNECTIONS TO ALL EQUIPMENT.2.09TRAP PRIMERA. FURNISH AND INSTALL ALL BRASS AUTOMATIC TRAP PRIMERS ON ALL FLOORS DRAINS AND WHERE REQUIRED BYCODE. PRIMER SHALL INCLUDE AUTOMATIC PRESSURE ACTIVATED BRASS VALVE WITH VACUUM BREAKER, ANDCOPPER DUPLEX MANIFOLD DISTRIBUTION RESERVOIR AS INDICATED ON THE DRAWINGS. VALVE SHALL CONFORMWITH A.S.S.E. STANDARD 1018.B. VALVE SHALL BE PRECISION PLUMBING PRODUCTS, INC., OR EQUAL.2.11WATER SERVICEA. APPLY FOR AND COORDINATE THE INSTALLATION OF THE NEW WATER SERVICE WITH WATER COMPANY.B. ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION WHICH ARE NOT FURNISHED BY THEUTILITY COMPANY SHALL BE FURNISHED BY THE PLUMBING SUBCONTRACTOR AT NO EXTRA COST TO THE OWNER.2.13ELECTRICAL WORKA. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL WIRING FOR THE WATER HEATER SYSTEMS ETC. EXCEPT ASOTHERWISE SPECIFIED HEREIN.1.07PERMITS, FEES, AND INSPECTIONSA. THE PLUMBING SUBCONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS WORK. HE SHALL BE REQUIRED TOSECURE ALL OTHER PERMITS AND PAY ALL OTHER FEES AND CHARGES INCIDENTAL TO THE PROPER CARRYING OUT OF THE CONTRACT. HEIS TO ASSUME ALL RESPONSIBILITY REGARDING THE OBSERVANCE OF THE RULES AND REGULATIONS SO FAR AS THEY RELATE TO HIS PARTOF THE WORK.B. THE PLUMBING SUBCONTRACTOR SHALL ARRANGE AND PAY FOR ALL REQUIRED INSPECTIONS OF HIS WORK.1.08TEMPORARY HOOK-UPSA. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE ANY TEMPORARY HOOK-UPS REQUIRED FOR THE USE OF WATER OR SANITARY FORCONSTRUCTION PURPOSES AND TESTING OUT APPARATUS.3$57±352'8&762.01PIPING MATERIALSA. ALL SOIL, WASTE AND VENT LINES IN ACCESSIBLE AREAS 2" AND LARGER SHALL BE CAST IRON "NO-HUB," ASA GROUP 022 PIPE ANDFITTINGS JOINED WITH CAST IRON CLAMPS AS MANUFACTURED BY "MG" COUPLING OR "CLAMP-ALL". ALL BURIED SOIL, WASTE, AND VENTLINES SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH ALL FITTINGS CAREFULLY FITTED AND CAULKED TOGETHER WITH OAKUM AND LEAD,SEALED GAS AND WATER TIGHT. MINIMUM SIZE OF PIPING BELOW GROUND SHALL BE 2". WHERE IT IS IMPRACTICAL TO INSTALL CAST IRONPIPE, AS IN TIGHT PARTITION WORK OR WHERE THE SIZES OF LINES ARE SMALLER THAN 2", TYPE "L" COPPER TUBING SHALL BE USEDCONFORMING TO ASTM SPECIFICATION WITH SWEAT TYPE FITTING USING LEAD FREE SOLDER AND NON-CORROSIVE FLUX, "NON-KORRODE",OR APPROVED EQUAL CONFORMING TO ASTM SPECIFICATION B 32 ALLOY 50A. IN LIEU OF OAKUM AND LEAD JOINTS, "PUSH-ON TYPE"RESILIENT GASKET FITTINGS MAY BE USED ON BURIED PIPE ONLY. PROVIDE EXTRA HEAVY CAST IRON FOR URINAL CONNECTIONSB. ALL VENT LINES 2" AND SMALLER SHALL BE TYPE "L" COPPER, OR DWV, EXCEPT MINIMUM SIZE BELOW GROUND SHALL BE 2". MINIMUM VENTTERMINAL THROUGH ROOF SHALL BE 4" EXCEPT OTHERWISE NOTED. VENT FLASHING AT THE ROOF SHALL BE BY THE ROOFINGSUBCONTRACTOR.C. ALL HOT, COLD WATER, AND HOT WATER RECIRCULATING PIPING WITHIN THE BUILDING SHALL BE HARD COPPER TYPE "L" SEAMLESSDRAWN TUBING ASSEMBLED WITH SWEAT FITTINGS. ALL SOLDER USED SHALL BE LEAD FREE, CADMIUM FREE, "SILVERBRITE - 100" OR EQUAL,COMPLYING WITH THE LATEST ISSUE OF ANSI A-5.8 PUBLICATION. ALL EXPOSED RUNS TO ALL TOILET FIXTURES AND SINKS SHALL BE CHROMEPLATED, INCLUDING ALL EXPOSED PIPING IN KITCHEN. ALL BELOW SLAB TRAP PRIMER FEED PIPING SHALL BE TYPE "K" SOFT ROLLED WITHSILVER SOLDER JOINTS.2.02VALVESA. VALVES SHALL BE MANUFACTURED BY FAIRBANKS, JENKINS, LUNKENHEIMER, HAMMOND, CRANE, POWELL, OR STOCKHAM. (FEDERAL63(&,),&$7,216 ::9&&/$66$7<3( 1. CHECK: 125 LB. WSP, ALL BRONZE HORIZONTAL SWING TYPE, SCREWED CAPS, BRONZE DISC DESIGNED TO PERMIT REGRINDING OFSEAT WITHOUT REMOVAL OF BODY, LUNKENHEIMER CAT. NO. 2145, OR EQUAL.B. IN LIEU OF GATE VALVES ON WATER LINES, THE PLUMBING SHALL INSTALL BALL VALVES "APOLLO" OR EQUAL BRASS OR BRONZE SOLDEREND BALL VALVES, WITH TEFLON SEATS AND FULL LINE SIZE PORTS, UNLESS SPECIFICALLY NOTED OTHERWISE.1. ON WATER LINES INSIDE BUILDING; BALL VALVES 3" AND SMALLER SHALL BE AS MANUFACTURED BY CONBRACO INDUSTRIES, INC.'S"APOLLO", SERIES 95-200 STOP AND DRAIN, WITH 1-1/4" EXTENDED STEMS FOR PIPING 1/2" TO 1" SIZE; SERIES 70-100/200 WITH 1-1/4" EXTENDED STEMS FOR PIPING 1-1/4" TO 3" SIZE. VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, REINFORCED TEFLON SEATS AND SEALS, BRONZE BODY, 400 PSI WOG, POSITIVE 100% SHUTOFF. 2. DRAIN VALVES AT ALL LOW POINTS SHALL BE "APOLLO" 78-100 OR 78-200 SERIES, 1/2" OR 3/4" SOLDER BY 3/4" HOSE END WITH ATTACHED CAP AND CHAIN.9$/9(621*$6/,1(6´$1'60$//(56+$//%(8//,67('36,/3*$65$7('³$32//2´<5396(5,(6:,7+7((HANDLE, AS APPROVED BY THE MASSACHUSETTS FUEL GAS CODE.4. BALL VALVES SHALL BE OF ONE MANUFACTURER, CONBRACO INDUSTRIES, INC., "APOLLO," WATTS REGULATOR, NIBCOSCOTT, ORAPPROVED EQUAL.C. CHECK VALVES1. CHECK VALVES SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON THE DRAWINGS. VALVES UP TO 3" SHALL BE CLASS 125,SOLDER ENDS, BRONZE BODY, SWING TYPE DISC, STOCKHAM FIGURE B-309.2. CHECK VALVES 4" AND LARGER SHALL BE IRON BODY, BRONZE MOUNTED WITH BODY AND CAP CONFORMING TO ASTM A 126 CLASS BCAST-IRON, FLANGED, SWING TYPE DISC, STOCKHAM FIGURE G-931.3. CHECK VALVES SHALL BE AS MANUFACTURED BY STOCKHAM, JENKINS, LUNKENHEIMER, OR EQUAL.2.03HANGERSA. HANGERS SHALL BE AS MANUFACTURED BY GRINNELL COMPANY, CARPENTER & PATERSON, OR FEE & MASON.B. FOR CAST IRON AND GALVANIZED STEEL PIPING - GRINNELL COMPANY'S FIGURE NO. 260, ONE TO EACH LENGTH OF CAST IRON PIPE, AT 12FT. INTERVALS FOR THREADED PIPING; FOR COPPER TUBING - GRINNELL CO.'S FIGURE CT-65 AT 8 FT. INTERVALS FOR TUBING UP TO 2"; 10 FT.INTERVALS FOR TUBING 2-1/2" AND ABOVE.C. GAS PIPING SHALL BE SUPPORTED BY STEEL CLEVIS PIPE HANGERS, ONE TO EACH 8'-0" OF PIPE.D. FOR HOT, HOT WATER CIRCULATING, AND COLD WATER PIPING - GRINNELL COMPANY'S FIGURE NO. CT-99 HEAVILY COPPER PLATED AT 6 FT.INTERVALS FOR COPPER TUBING 1-1/4" OR LESS, 10 FT. INTERVALS FOR PIPING 1-1/2" AND LARGER. PROVISION SHALL BE MADE TO ALLOWFOR EXPANSION AND CONTRACTION OF ALL PIPING.E. HANGERS OR SUPPORTS SHALL BE PLACED WITHIN 1 FT. OF EACH HORIZONTAL ELBOW. VERTICAL RUNS OF PIPE NOT OVER 5 FT. INLENGTH SHALL BE SUPPORTED ON HANGERS PLACED NOT OVER 12" FROM THE ELBOW ON THE CONNECTING HORIZONTAL RUN.2.04TRAPSA. TRAPS AT FIXTURES SHALL BE AS LISTED IN THE FIXTURE SCHEDULE. EXPOSED TRAPS SHALL BE CHROME PLATED.B. TRAPS SHALL BE EXTRA HEAVY CAST IRON WHERE BURIED IN FLOORS OR SERVING FLOOR DRAINS. WHERE TRAPS ARE NOT CONNECTEDDIRECTLY UNDER THE DRAIN THEY SERVE IN THE FLOOR, THEY SHALL BE FITTED WITH TOP CLEANOUTS AND EXTENSIONS TO THE FLOORWITH ACCESS COVERS AND PLATES.C. FURNISH AND INSTALL TRAPS AS REQUIRED FOR ALL ITEMS OF EQUIPMENT FURNISHED UNDER OTHER SECTIONS OF THESESPECIFICATIONS, AND/OR BY THE OWNER.2.05INSULATIONA. ALL WATER PIPING SHALL BE INSULATED WITH HEAVY DENSITY FIBERGLASS PIPE INSULATION WITH SELF-SEALING LAP, 1" THICK FOR HOTWATER AND RETURN HOT WATER UP TO 1-1/2" AND 1-1/2" THICK INSULATION ON PIPING 2" AND LARGER, 1/2 " THICK FOR COLD WATER.INSULATION SHALL BE ONE PIECE SNAP-ON TYPE, CERTAINTEED "500O SNAP-ON" OR EQUAL BY KNAUF, MANVILLE, OR OWENS-CORNING.B. FITTINGS SHALL BE INSULATED WITH PVC JACKETS APPLIED OVER FIBERGLASS BLANKET WITH JOINTS TAPED. COLD WATER PIPING SHALLALSO HAVE MASTIC APPLIED TO ALL OVERLAPPING SURFACES TO FORM A VAPOR BARRIER. JACKETS SHALL BE CERTAINTEED "SNAP-ON" OREQUAL.C. INSULATION AND FITTING JACKETS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY GAPS ORFISHMOUTHS SHALL BE REMADE.D. INSTALL AN 18" LENGTH OF RIGID (LOAD BEARING) INSULATION AT EACH HANGER; INSULATION SHALL RUN CONTINUOUS THROUGH THEHANGER. TO BE CALCIUM SILICATE, OR EQUAL.E. ALL EXPOSED DRAIN AND WATER PIPING AT HANDICAPPED LAVATORIES SHALL BE INSULATED WITH TRUEBRO "HANDI LAV-GUARD"INSULATION SYSTEM, MODEL 102 W/105 OFFSET, OR EQUAL.F. RANGES SHALL BE MANUFACTURER'S STANDARD CLOSEST TO THE FOLLOWING:+27:$7(5 ))&2/':$7(5 ))KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-221302810/08/2013FLORENCE, MAFLORENCE RECREACTIONPAVILIONPLUMBING SPECIFICATIONP2.013028AS NOTEDJGS
4581BDC2367AE9121316BDC10111415AEHVAC PLANSCALE: 18" = 1'-0"RECTANGULARBRANCH DUCTRECTANGULAR MAIN DUCT7$.(2))VDPROVIDE VOLUME DAMPERUPSTREAM/ DOWNSTREAM OF ALLBRANCH MAIN TAKEOFFS AND ATLAST TERMINAL RUNOUT.INSTALL VOLUME DAMPERMINIMUM TWO DUCT WIDTHSFROM TAKEOFFPROVIDE VOLUME DAMPERVDRECTANGULAR BRANCH DUCT TAKEOFF DETAILNO SCALEINLINE EXHAUST FAN DETAILNO SCALETAGMFGMODELCFME.S.P.DRIVER.P.M.VFDELECTRICALTYPEPREFAB.CURBBACKDRAFTDAMPERISOLATORSERVESWEIGHT(LBS)REMARKSH.P.VOLTSPHASEEF-1GREENHECKSQ-100-C450.28DIRECT1140---181201INLINE------YESTOILET ROOMS50REMARKS:FACTORY DISCONNECT SWITCH7- DAY PROGRAMMABLE TIMECLOCK FOR EF-1 CONTROLFLEX CONNECTION (TYP.)- REFER TOSPECS FOR MATERIALACCESS DOOR (BOTH SIDES FOR ALLFANS w/ DUCT CONNECTIONS LARGERTHAN 36" (ROUND OR SQUARE)VIBRATION ISOLATOR SPRINGASSEMBLY- REFER TO SPECSFOR DETAILSSUPPORT ROD HUNGFROM CEILING8x4VDVDVDVDVD8x8 CEG75 CFM8x8 CEG75 CFM8x8 CEG100 CFM8x8 CEG75 CFM8x8 CEG75 CFM10x1024x12 EALOUVERWOMEN'STOILET RMMTGRMCONCESSIONSEQUIPDPWPICNIC TABLE AREAFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEVD8x8 CEG50 CFM18" x 18" FRAMEDOPENING FORFUTURE EXHAUST FANTEF-1 PROGRAMMABLETIME CLOCKKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONHVAC PLANS, SCHEDULESAND DETAILSH1.0AS NOTEDJGS
SECTION 15500 HVAC3$57±*(1(5$/1.01RELATED DOCUMENTSA. ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ANY OTHER AUTHORITIES HAVING JURISDICTION.1.02SUMMARYA. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM ASSHOWN ON THE DRAWINGS AND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WITH WORK OF OTHER TRADES AND3529,'()25&203/(7($1')8//<)81&7,21$/,167$//$7,21:+(17+(:25'³3529,'(´,686(',17+,663(&,),&$7,21,7SHALL MEAN TO FURNISH AND INSTALL.B. THE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS OF WORK:1. EXHAUST SYSTEM FOR TOILET ROOMS&203/(7(+9$&'8&76<67(0,1&/8',1*',))86(565(*,67(56*5,//(6'$03(56(7&«3. MISCELLANEOUS STEEL, DUNNAGE, SUPPORTS, HANGERS, PADS, ETC., AS SHOWN, AND AS REQUIRED.(;+$867)$1±21(726(59(%$7+52205. INSTRUCTION MANUALS AND STARTUP INSTRUCTIONS.6. EQUIPMENT BASES AND SUPPORTS.7. ALL RIGGING AND HOISTING OF EQUIPMENT AS REQUIRED.8. ACCESS DOORS ON SHEET METAL DUCTWORK, SHEET METAL PANELS AND ENCLOSURES.9. ALL REQUIRED PERMITS AND APPLICABLE FEES.C. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVING ALL HOLES REQUIRED OF HIS WORK PRIOR TO POURING OF THE CONCRETE6/$%6$//+2/(6/(667+$125(48$/72´6+$//%(7+(5(63216,%,/,7<2)7+,6&2175$&72572&25(6,=(6/$5*(5SHALL BE CORED THE G.C. HOWEVER, IF CORING IS REQUIRED DUE TO FAILURE OF THIS CONTRACTOR TO SET A SLEEVE PRIOR TOPOURING THAN THIS CONTRACTOR SHALL BE RESPONSIBLE FOR BEARING THE COST OF ANY OF THIS ADDITIONAL WORK REQUIRED OFTHE G.C.E. CONTRACTOR IS RESPONSIBLE FOR CORING AND FIRE-STOPPING ALL RATED PENETRATIONS OF THE STRUCTURE.1.03SUBMITTALS$352'8&7'$7$ :,7+,1&$/(1'$5'$<6$)7(57+(&2175$&725+$65(&(,9('7+(2:1(5¶6127,&(72352&(('68%0,7THE FOLLOWING. REFER TO DIVISION 1 REQUIREMENTS FOR COPY QUANTITY OF SUBMITTALS OR IF NOT SPECIFIED SUBMIT SEVEN (7)COPIES.1. COORDINATED SHOP DRAWINGS, SHOWING PROPOSED LAYOUT OF EQUIPMENT, PIPING, DUCTS, REGISTERS, GRILLES, &21752/6$1'27+(5&20321(1762)7+(6<67(0'8&7:25.6+23'5$:,1*66+$//%('21($7ó´ ¶´68%0,7&876+((7621'8&7:25.&211(&7,216),77,1*6$,57(50,1$/6),5('$03(56(7&«2. SUBMIT SCHEMATIC CONTROL DIAGRAM SHOWING ALL CONTROL COMPONENTS, WIRING, AND LOCATIONS. CONTROL SUBMITTAL SHALL ALSO INCLUDE SEQUENCE OF OPERATION FOR EACH SYSTEM.3. MANUFACTURER CATALOGS, SAMPLES, AND OTHER ITEMS NEEDED TO FULLY DEMONSTRATE THE QUALITY OF THE PROPOSEDAND DIMENSIONAL DATA ON THE FOLLOWING:A. DUCT MATERIALS AND STANDARDS..B. TEMPERATURE CONTROLS.C. EXHAUST FANS.D. CONTROLS.E. GRILLES, REGISTERS, AND DIFFUSER.B. RECORD DRAWINGS1. INCLUDE A COPY OF THE RECORD DRAWINGS (AS-BUILTS) IN EACH COPY OF THE OPERATION AND MAINTENANCE MANUAL DESCRIBED BELOW.C. TESTING AND BALANCING REPORTS1. SUBMIT FOUR (4) COPIES OF A CERTIFIED TESTING AND BALANCING REPORT TO THE ARCHITECT FOR REVIEW AND APPROVAL.INCLUDE ALL AIRFLOW AND TEMPERATURE READINGS AS OUTLINED HEREIN.D. OPERATING INSTRUCTIONS1. PRIOR TO THE COMPLETION OF ALL WORK AND THE FINAL INSPECTION OF THE INSTALLATION BY THE OWNER, THREE (3) COPIES OF A COMPLETE INSTRUCTION MANUAL, BOUND IN BOOKLET FORM AND SUITABLY INDEXED, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ALL WRITTEN MATERIAL CONTAINED IN THE MANUAL SHALL BE TYPEWRITTEN ORPRINTED.1.04,16758&7,212)2:1(5¶63(56211(/A. AFTER COMPLETION OF ALL WORK AND ALL TESTS AND AT SUCH TIME AS DESIGNATED BY THE OWNER, PROVIDE THE NECESSARYSKILLED PERSONNEL TO OPERATE THE ENTIRE INSTALLATION FOR A PERIOD OF SIXTEEN (16) HOURS.%'85,1*7+(23(5$7,1*3(5,2')8//<,16758&77+(2:1(5¶65(35(6(17$7,9(,17+(&203/(7(23(5$7,21$'-8670(17AND MAINTENANCE OF THE ENTIRE INSTALLATION.1.05QUALITY ASSURANCEA. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTSAND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCEOF THE WORK IN THIS SECTION.%7+(&2175$&725¶6683(5,17(1'(176+$//&21'8&7$//&225',1$7,21%(7:((17+(&2175$&7257+($5&+,7(&77+((1*,1((56(7&$1'6+$//)8//<5(35(6(177+(&2175$&725¶6326,7,21,1+,6$%6(1&($//'(&,6,216%<7+(SUPERINTENDENT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND BINDING TO THE CONTRACT. THE CONTRACTORSHALL BE RESPONSIBLE FOR THE DRAWINGS, AND THAT WHICH IS WRITTEN OR IMPLIED IN THE SPECIFICATIONS.C. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THEWORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACTDOCUMENTS.D. BEFORE SUBMITTING THE FINAL PROPOSAL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE EXISTING CONDITIONSTHAT MAY EFFECT THE WORK, AS THIS SECTION WILL BE HELP RESPONSIBLE FOR ANY ASSUMPTION IN REGARD THERETO.1.06GUARANTEEA. THE CONTRACTOR SHALL GUARANTEE EVERY COMPONENT PART OF EACH SYSTEM FOR A MINIMUM OF ONE-YEAR PARTS ANDLABOR. THE CONTRACTOR SHALL ALSO PROVIDE THE OWNER WITH FACTORY WARRANTIES FOR ALL EQUIPMENT. FOR EQUIPMENTWITH COMPRESSORS, PROVIDE EXTENDED FIVE-YEAR WARRANTY ON ENTIRE SEALED SYSTEM.3$57±352'8&762.01DUCTWORKA. FOR THE HVAC SYSTEMS, PROVIDE GALVANIZED SHEET METAL DUCTS FABRICATED AND INSTALLED TO PERTINENT ASHRAE AND SMACNASTANDARDS, EXCEPT AS OTHERWISE INDICATED. GALVANIZED DUCTWORK SHALL CONFORM TO ASTM A527 (G-90) HAVING NOT LESS THAN1.25 OZ. OF ZINC ON EACH SIDE OF EACH SQUARE FOOT OF SHEET. DUCT SYSTEMS SHALL COMPLY WITH THE PRESSURE VELOCITYCLASSIFICATION IN COMPLIANCE WITH THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 FIRST EDITION. MINIMUM PRESSURE&/$66,),&$7,2166+$//%(´:*'8&76)25+22'6+$//%(:(/'('67((/:,7+),5(:5$3,168/$7,21B. DESIGN ALL DUCTWORK USING THE EQUAL FRICTION METHOD. FOR ALL AREAS, THE DUCTWORK SHALL BE DESIGNED TO NOT EXCEED´¶C. FURNISH AND INSTALL THE SIZE, CONNECTIONS AND RUN OF DUCTS AS INDICATED ON THE DRAWINGS. DRAWINGS INDICATE INSIDE CLEARDIMENSIONS.D. THE SHEET METAL DUCTWORK SHALL, WHETHER INDICATED OR NOT, RISE AND DROP AND CHANGE IN SHAPE TO CLEAR LIGHTINGFIXTURES, PLUMBING AND STRUCTURAL FRAMING ETC., TO MAINTAIN THE DESIRED CLEARANCES WITHIN THE SPACES.E. THE DUCTWORK SHALL BE CONTINUOUS WITH AIRTIGHT JOINTS AND SEAMS PRESENTING A SMOOTH SURFACE ON THE INSIDE AND NEATLYFINISHED ON THE OUTSIDE. DUCTS SHALL BE CONSTRUCTED WITH CURVES AND BENDS SO AS TO EFFECT AN EASY FLOW OF AIR. UNLESSOTHERWISE SHOWN ON THE DRAWINGS, THE INSIDE RADIUS OF ALL CURVES AND BENDS SHALL BE NOT LESS THAN WIDTH OF DUCTS INPLANE OF BEND.F. ALL DUCTWORK, UNLESS OTHERWISE NOTED, SHALL BE BUILT FROM GALVANIZED SHEET STEEL THOROUGHLY BRACED AND STIFFENED.ALL DUCTWORK SHALL BE OF THE GAUGE RECOMMENDED BY SMACNA EXCEPT THAT THE MINIMUM GAUGE THICKNESS FOR ANY DUCT SHALLBE NO LESS THAN 24.*6($/$//'8&766($0675$169(56($1'/21*,78',1$/$,57,*+7:,7+0³('´25(48$/'8&76($/,1*&203281'H. AT BRANCH DUCTS, PROVIDE MANUALLY OPERATED DAMPERS OF THE TYPE AND ARRANGEMENT SHOWN ON THE DRAWINGS, TWO GAUGESHEAVIER THAT THE DUCT IN WHICH INSTALLED AND EQUIPPED WITH LOCKING QUADRANTS. ALL BRANCH TAKE-OFFS SHALL BE MADE WITH 45OR FULL BELLMOUTH TYPE FITTINGS.I. VOLUME DAMPERS, PROVIDE SINGLE AND MULTI BLADE MANUALLY ADJUSTABLE DAMPERS AS SHOWN ON DRAWINGS IN ALL DUCT SPLITSAND BRANCH CONNECTION OF SUPPLY AND EXHAUST AIR SYSTEMS.J. TURNING VANES, PROVIDE AND INSTALL AIRFOIL VANES AT SQUARE DUCT ELBOWS AND AS NOTED ON DRAWINGS. VANE LENGTH NOT TOEXCEED 36 INCHES. PROVIDE SEPARATE EQUAL SIZE SECTIONS FOR GREATER LENGTHS..)/(;,%/('8&76+$//%(´7+,&.,168/$7('/2:35(6685(7<3(:,7+9$325%$55,(5$60$18)$&785('%<$8720$7,21INDUSTRIES. THERMOFLEX TYPE MKE OR EQUAL. MAXIMUM LENGTH OF FLEX DUCT IS 5 FEET. SECURE WITH TIE STRAPS SCREWED TO DUCTAND DUCT SEALER. FLEXIBLE DUCTWORK SHALL ONLY BE ALLOWED AT CONNECTIONS TO DIFFUSERS, REGISTERS, AND GRILLES WHERE THEDUCTWORK IS LOCATED ABOVE AN ACOUSTICAL CEILING.2.02AIR OUTLETSA. DIFFUSERS, REGISTERS, AND GRILLES SHALL BE PROVIDED IN SUFFICIENT QUANTITY AND LOCATION TO ADEQUATELY DIFFUSE, RETURN$1'25(;+$867$,529(57+((17,5(=21(%(,1*6(59,&('0$18)$&785(¶66+$//%(7,786.58(*(5250(7$/$,5(B. ON EXHAUST GRILLES/REGISTERS IN THE ACOUSTICAL CEILING AREAS, PROVIDE A SOUND LINE PLENUM BOX THE FULL DUCT DIMENSIONOF THE GRILLE/REGISTER SHALL BE PROVIDED FOR THE CONNECTION TO THE BRANCH DUCT. FOR SQUARE NECK SUPPLY DIFFUSERSCONNECTING TO A ROUND DUCT, THE TRANSITION PIECE SHALL HAVE A MINIMUM 45 DEGREE ANGLE.C. FOR ALL DIFFUSERS, REGISTERS, AND GRILLES SELECT SO AS NOT TO EXCEED A NOISE CRITERIA OF 28.2.03EXHAUST FANSA. EXHAUST FANS SHALL BE OF THE TYPE AND CAPACITY SHOWN ON THE DRAWINGS; GREENHECK, CARNES, PENN, OR EQUAL. FAN SHALL BETESTED IN ACCORDANCE WITH AMCA AND BEAR THE AMCA CERTIFIED PERFORMANCE RATING SEAL; FANS SHALL BE UL LISTED. ALL FANSSHALL COME EQUIPPED WITH FACTORY WIRED AND MOUNTED DISCONNECT SWITCHES AND BACK DRAFT DAMPERS.B.INLINE EXHAUST FAN SHALL BE BACKWARD INCLINED CENTRIFUGAL WHEEL DIRECT DRIVE. MOTOR AND FAN SHALL BE REMOVABLE FROMHOUSING, MOTOR SHALL HAVE BALL BEARINGS AND HAVE BUILT IN OVERLOAD PROTECTION. HOUSINGS SHALL BE STEEL WITH ACOUSTICINSULATION . PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND BACKDRAFT DAMPERS. SUSPEND EXHAUST FAN FROM STRUCTUREWITH VIBRATION MOUNTS.2.04ELECTRICAL WORKA. THE HVAC CONTRACTOR SHALL PROVIDE ALL WIRING FOR THE AUTOMATIC TEMPERATURE CONTROLS FOR THE EXHAUST FAN.B. THE HVAC CONTRACTOR SHALL HIRE A LICENSED ELECTRICIAN TO PERFORM ALL CONTROL WIRING AS REQUIRED BY CODE. MINIMUMGAUGE OF ALL CONTROL WIRING IS 18AWG. ALL CONTROL WIRING SHALL BE PLENUM RATED.C. THE ELECTRICAL CONTRACTOR SHALL INSTALL AND DO ALL POWER WIRING FOR ALL MOTOR STARTER AND UN-MOUNTED MOTORS,FURNISHED TO HIM A THE JOB SITE BY OTHER TRADES.D. FOR ALL LOW VOLTAGE MOTORS, TEMPERATURE CONTROL WIRING AND MOTOR CONTROL WIRING, INCLUDING WIRING FOR INTERLOCKING,SHALL BE PROVIDED BY THE SECTION PROVIDING MOTORS, INCLUDING THE INSTALLATION OF ALL CONTROL DEVISES.E. FURNISH ALL STARTERS AND ALL MOTOR CONTROL DEVICES FOR MOTOR DRIVEN EQUIPMENT REQUIRED FOR THE WORK. THE ELECTRICALCONTRACTOR SHALL PROVIDE ALL CODE REQUIRED DISCONNECT SWITCHES FOR ALL MOTORS, EXCEPT WHERE OTHERWISE NOTED. THESETTING OF ALL MOTORS REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK.F. EQUIPMENT WHICH INCLUDES A NUMBER OF CORRELATED ELECTRICAL CONTROL DEVICES MOUNTED IN A SINGLE ENCLOSURE OR ON ACOMMON BASE WITH EQUIPMENT, SHALL BE SUPPLIED FOR INSTALLATION COMPLETELY WIRED AS A UNIT WITH TERMINAL BOXES AND AMPLELEADS READY FOR EXTERNAL WIRING.G. ALL ELECTRICAL ITEMS CALLED FOR AS PART OF THE MECHANICAL WORK SHALL CONFORM TO NEMA STANDARDS, TO THE REQUIREMENTSOF THE NATIONAL FIRE PROTECTION ASSOCIATION AND TO THE REQUIREMENTS OF ANY LOCAL ELECTRICAL CODE AUTHORITY HAVINGJURISDICTION. ANY FIELD MODIFICATIONS REQUIRED TO ENSURE SUCH CONFORMANCE SHALL BE INCLUDED AS PART OF THE MECHANICALWORK.2.05ELECTRIC MOTORSA. THIS CONTRACTOR SHALL PROVIDE ALL ELECTRIC MOTORS NECESSARY FOR DRIVING ALL MOTOR DRIVEN EQUIPMENT REQUIRED TO BEFURNISHED UNDER THIS SECTION OF THE SPECIFICATION.B. ALL MOTORS SHALL BE DESIGNED FOR 3 PHASE, 60 CYCLE ALTERNATING CURRENT OPERATION WITH 208 VOLTS ACROSS THE MOTORTERMINALS, EXCEPT THAT, UNLESS OTHERWISE SPECIFIED HEREIN, ALL MOTORS 1/3 HP AND SMALLER SHALL BE DESIGNED FOR SINGLEPHASE, 60 CYCLE ALTERNATING CURRENT AT 120 VOLTS ACROSS THE TERMINALS.C. THE SPEED, HORSEPOWER, TYPE AND OTHER ESSENTIAL DATA FOR EACH MOTOR, IF NOT GIVEN UNDER PARAGRAPHS DESCRIBING THEVARIOUS MOTOR DRIVEN APPARATUS, OR IN SCHEDULES ON THE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS/HER REVIEW.ALL TWO SPEED MOTORS SHALL BE SINGLE WINDING TYPE.D. CONTRACTOR SHALL FURNISH PREMIUM EFFICIENT MOTORS ELIGIBLE FOR REBATE BY THE LOCAL ELECTRIC UTILITY, WHEN APPLICABLE.2.06AUTOMATIC TEMPERATURE CONTROLSA. FURNISH AND INSTALL ALL CONTROL COMPONENTS NECESSARY TO OBTAIN A FULLY FUNCTIONAL CONTROL SYSTEM AS DESCRIBEDHEREIN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONTROLS, RELAYS, ETC. NECESSARY TO ACCOMPLISH THE SEQUENCE OFOPERATIONS AND PERFORMANCE SPECIFIED, WHETHER OR NOT THE ITEMS ARE SPECIFICALLY IDENTIFIED HEREIN. WHEREVER A SETPOINTIS REFERRED TO, THIS IMPLIES THAT THE SETTING IS ADJUSTABLE BY THE USER.B. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND PAY FOR ALL ELECTRICAL POWER SERVICEREQUIRED TO SUPPLY THE REQUIRED POWER VOLTAGE TO THE CONTROL SYSTEMS IF NOT SHOWN ON THE ELECTRICAL DRAWINGS. ALLLOW VOLTAGE CONTROL WIRING SHALL BE MINIMUM OF 18 AWG PLENUM RATED. ALL WIRING SHALL RUN CONCEALED WITHIN WALLS ANDCEILINGS.2.07SEQUENCE OF OPERATIONA. FURNISH TOILET FAN WITH A PROGRAMMABLE SEVEN DAY TIME CLOCK.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONHVAC SPECIFICATIONSH2.0AS NOTEDJGS
4581BDC2367AE9121316BDC10111415AEHVAC PLANSCALE: 18" = 1'-0"RECTANGULARBRANCH DUCTRECTANGULAR MAIN DUCT7$.(2))VDPROVIDE VOLUME DAMPERUPSTREAM/ DOWNSTREAM OF ALLBRANCH MAIN TAKEOFFS AND ATLAST TERMINAL RUNOUT.INSTALL VOLUME DAMPERMINIMUM TWO DUCT WIDTHSFROM TAKEOFFPROVIDE VOLUME DAMPERVDRECTANGULAR BRANCH DUCT TAKEOFF DETAILNO SCALEINLINE EXHAUST FAN DETAILNO SCALETAGMFGMODELCFME.S.P.DRIVER.P.M.VFDELECTRICALTYPEPREFAB.CURBBACKDRAFTDAMPERISOLATORSERVESWEIGHT(LBS)REMARKSH.P.VOLTSPHASEEF-1GREENHECKSQ-100-C450.28DIRECT1140---181201INLINE------YESTOILET ROOMS50REMARKS:FACTORY DISCONNECT SWITCH7- DAY PROGRAMMABLE TIMECLOCK FOR EF-1 CONTROLFLEX CONNECTION (TYP.)- REFER TOSPECS FOR MATERIALACCESS DOOR (BOTH SIDES FOR ALLFANS w/ DUCT CONNECTIONS LARGERTHAN 36" (ROUND OR SQUARE)VIBRATION ISOLATOR SPRINGASSEMBLY- REFER TO SPECSFOR DETAILSSUPPORT ROD HUNGFROM CEILING8x4VDVDVDVDVD8x8 CEG75 CFM8x8 CEG75 CFM8x8 CEG100 CFM8x8 CEG75 CFM8x8 CEG75 CFM10x1024x12 EALOUVERWOMEN'STOILET RMMTGRMCONCESSIONSEQUIPDPWPICNIC TABLE AREAFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEVD8x8 CEG50 CFM18" x 18" FRAMEDOPENING FORFUTURE EXHAUST FANTEF-1 PROGRAMMABLETIME CLOCKKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONHVAC PLANS, SCHEDULESAND DETAILSH1.0AS NOTEDJGS
SECTION 15500 HVAC3$57±*(1(5$/1.01RELATED DOCUMENTSA. ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES AND ANY OTHER AUTHORITIES HAVING JURISDICTION.1.02SUMMARYA. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL HVAC SYSTEM ASSHOWN ON THE DRAWINGS AND AS SPECIFIED IN THIS SECTION. COMPLETELY COORDINATE WITH WORK OF OTHER TRADES AND3529,'()25&203/(7($1')8//<)81&7,21$/,167$//$7,21:+(17+(:25'³3529,'(´,686(',17+,663(&,),&$7,21,7SHALL MEAN TO FURNISH AND INSTALL.B. THE WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING MAJOR ITEMS OF WORK:1. EXHAUST SYSTEM FOR TOILET ROOMS&203/(7(+9$&'8&76<67(0,1&/8',1*',))86(565(*,67(56*5,//(6'$03(56(7&«3. MISCELLANEOUS STEEL, DUNNAGE, SUPPORTS, HANGERS, PADS, ETC., AS SHOWN, AND AS REQUIRED.(;+$867)$1±21(726(59(%$7+52205. INSTRUCTION MANUALS AND STARTUP INSTRUCTIONS.6. EQUIPMENT BASES AND SUPPORTS.7. ALL RIGGING AND HOISTING OF EQUIPMENT AS REQUIRED.8. ACCESS DOORS ON SHEET METAL DUCTWORK, SHEET METAL PANELS AND ENCLOSURES.9. ALL REQUIRED PERMITS AND APPLICABLE FEES.C. THIS CONTRACTOR IS RESPONSIBLE FOR SLEEVING ALL HOLES REQUIRED OF HIS WORK PRIOR TO POURING OF THE CONCRETE6/$%6$//+2/(6/(667+$125(48$/72´6+$//%(7+(5(63216,%,/,7<2)7+,6&2175$&72572&25(6,=(6/$5*(5SHALL BE CORED THE G.C. HOWEVER, IF CORING IS REQUIRED DUE TO FAILURE OF THIS CONTRACTOR TO SET A SLEEVE PRIOR TOPOURING THAN THIS CONTRACTOR SHALL BE RESPONSIBLE FOR BEARING THE COST OF ANY OF THIS ADDITIONAL WORK REQUIRED OFTHE G.C.E. CONTRACTOR IS RESPONSIBLE FOR CORING AND FIRE-STOPPING ALL RATED PENETRATIONS OF THE STRUCTURE.1.03SUBMITTALS$352'8&7'$7$ :,7+,1&$/(1'$5'$<6$)7(57+(&2175$&725+$65(&(,9('7+(2:1(5¶6127,&(72352&(('68%0,7THE FOLLOWING. REFER TO DIVISION 1 REQUIREMENTS FOR COPY QUANTITY OF SUBMITTALS OR IF NOT SPECIFIED SUBMIT SEVEN (7)COPIES.1. COORDINATED SHOP DRAWINGS, SHOWING PROPOSED LAYOUT OF EQUIPMENT, PIPING, DUCTS, REGISTERS, GRILLES, &21752/6$1'27+(5&20321(1762)7+(6<67(0'8&7:25.6+23'5$:,1*66+$//%('21($7ó´ ¶´68%0,7&876+((7621'8&7:25.&211(&7,216),77,1*6$,57(50,1$/6),5('$03(56(7&«2. SUBMIT SCHEMATIC CONTROL DIAGRAM SHOWING ALL CONTROL COMPONENTS, WIRING, AND LOCATIONS. CONTROL SUBMITTAL SHALL ALSO INCLUDE SEQUENCE OF OPERATION FOR EACH SYSTEM.3. MANUFACTURER CATALOGS, SAMPLES, AND OTHER ITEMS NEEDED TO FULLY DEMONSTRATE THE QUALITY OF THE PROPOSEDAND DIMENSIONAL DATA ON THE FOLLOWING:A. DUCT MATERIALS AND STANDARDS..B. TEMPERATURE CONTROLS.C. EXHAUST FANS.D. CONTROLS.E. GRILLES, REGISTERS, AND DIFFUSER.B. RECORD DRAWINGS1. INCLUDE A COPY OF THE RECORD DRAWINGS (AS-BUILTS) IN EACH COPY OF THE OPERATION AND MAINTENANCE MANUAL DESCRIBED BELOW.C. TESTING AND BALANCING REPORTS1. SUBMIT FOUR (4) COPIES OF A CERTIFIED TESTING AND BALANCING REPORT TO THE ARCHITECT FOR REVIEW AND APPROVAL.INCLUDE ALL AIRFLOW AND TEMPERATURE READINGS AS OUTLINED HEREIN.D. OPERATING INSTRUCTIONS1. PRIOR TO THE COMPLETION OF ALL WORK AND THE FINAL INSPECTION OF THE INSTALLATION BY THE OWNER, THREE (3) COPIES OF A COMPLETE INSTRUCTION MANUAL, BOUND IN BOOKLET FORM AND SUITABLY INDEXED, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ALL WRITTEN MATERIAL CONTAINED IN THE MANUAL SHALL BE TYPEWRITTEN ORPRINTED.1.04,16758&7,212)2:1(5¶63(56211(/A. AFTER COMPLETION OF ALL WORK AND ALL TESTS AND AT SUCH TIME AS DESIGNATED BY THE OWNER, PROVIDE THE NECESSARYSKILLED PERSONNEL TO OPERATE THE ENTIRE INSTALLATION FOR A PERIOD OF SIXTEEN (16) HOURS.%'85,1*7+(23(5$7,1*3(5,2')8//<,16758&77+(2:1(5¶65(35(6(17$7,9(,17+(&203/(7(23(5$7,21$'-8670(17AND MAINTENANCE OF THE ENTIRE INSTALLATION.1.05QUALITY ASSURANCEA. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTSAND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCEOF THE WORK IN THIS SECTION.%7+(&2175$&725¶6683(5,17(1'(176+$//&21'8&7$//&225',1$7,21%(7:((17+(&2175$&7257+($5&+,7(&77+((1*,1((56(7&$1'6+$//)8//<5(35(6(177+(&2175$&725¶6326,7,21,1+,6$%6(1&($//'(&,6,216%<7+(SUPERINTENDENT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND BINDING TO THE CONTRACT. THE CONTRACTORSHALL BE RESPONSIBLE FOR THE DRAWINGS, AND THAT WHICH IS WRITTEN OR IMPLIED IN THE SPECIFICATIONS.C. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THEWORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACTDOCUMENTS.D. BEFORE SUBMITTING THE FINAL PROPOSAL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE EXISTING CONDITIONSTHAT MAY EFFECT THE WORK, AS THIS SECTION WILL BE HELP RESPONSIBLE FOR ANY ASSUMPTION IN REGARD THERETO.1.06GUARANTEEA. THE CONTRACTOR SHALL GUARANTEE EVERY COMPONENT PART OF EACH SYSTEM FOR A MINIMUM OF ONE-YEAR PARTS ANDLABOR. THE CONTRACTOR SHALL ALSO PROVIDE THE OWNER WITH FACTORY WARRANTIES FOR ALL EQUIPMENT. FOR EQUIPMENTWITH COMPRESSORS, PROVIDE EXTENDED FIVE-YEAR WARRANTY ON ENTIRE SEALED SYSTEM.3$57±352'8&762.01DUCTWORKA. FOR THE HVAC SYSTEMS, PROVIDE GALVANIZED SHEET METAL DUCTS FABRICATED AND INSTALLED TO PERTINENT ASHRAE AND SMACNASTANDARDS, EXCEPT AS OTHERWISE INDICATED. GALVANIZED DUCTWORK SHALL CONFORM TO ASTM A527 (G-90) HAVING NOT LESS THAN1.25 OZ. OF ZINC ON EACH SIDE OF EACH SQUARE FOOT OF SHEET. DUCT SYSTEMS SHALL COMPLY WITH THE PRESSURE VELOCITYCLASSIFICATION IN COMPLIANCE WITH THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 FIRST EDITION. MINIMUM PRESSURE&/$66,),&$7,2166+$//%(´:*'8&76)25+22'6+$//%(:(/'('67((/:,7+),5(:5$3,168/$7,21B. DESIGN ALL DUCTWORK USING THE EQUAL FRICTION METHOD. FOR ALL AREAS, THE DUCTWORK SHALL BE DESIGNED TO NOT EXCEED´¶C. FURNISH AND INSTALL THE SIZE, CONNECTIONS AND RUN OF DUCTS AS INDICATED ON THE DRAWINGS. DRAWINGS INDICATE INSIDE CLEARDIMENSIONS.D. THE SHEET METAL DUCTWORK SHALL, WHETHER INDICATED OR NOT, RISE AND DROP AND CHANGE IN SHAPE TO CLEAR LIGHTINGFIXTURES, PLUMBING AND STRUCTURAL FRAMING ETC., TO MAINTAIN THE DESIRED CLEARANCES WITHIN THE SPACES.E. THE DUCTWORK SHALL BE CONTINUOUS WITH AIRTIGHT JOINTS AND SEAMS PRESENTING A SMOOTH SURFACE ON THE INSIDE AND NEATLYFINISHED ON THE OUTSIDE. DUCTS SHALL BE CONSTRUCTED WITH CURVES AND BENDS SO AS TO EFFECT AN EASY FLOW OF AIR. UNLESSOTHERWISE SHOWN ON THE DRAWINGS, THE INSIDE RADIUS OF ALL CURVES AND BENDS SHALL BE NOT LESS THAN WIDTH OF DUCTS INPLANE OF BEND.F. ALL DUCTWORK, UNLESS OTHERWISE NOTED, SHALL BE BUILT FROM GALVANIZED SHEET STEEL THOROUGHLY BRACED AND STIFFENED.ALL DUCTWORK SHALL BE OF THE GAUGE RECOMMENDED BY SMACNA EXCEPT THAT THE MINIMUM GAUGE THICKNESS FOR ANY DUCT SHALLBE NO LESS THAN 24.*6($/$//'8&766($0675$169(56($1'/21*,78',1$/$,57,*+7:,7+0³('´25(48$/'8&76($/,1*&203281'H. AT BRANCH DUCTS, PROVIDE MANUALLY OPERATED DAMPERS OF THE TYPE AND ARRANGEMENT SHOWN ON THE DRAWINGS, TWO GAUGESHEAVIER THAT THE DUCT IN WHICH INSTALLED AND EQUIPPED WITH LOCKING QUADRANTS. ALL BRANCH TAKE-OFFS SHALL BE MADE WITH 45OR FULL BELLMOUTH TYPE FITTINGS.I. VOLUME DAMPERS, PROVIDE SINGLE AND MULTI BLADE MANUALLY ADJUSTABLE DAMPERS AS SHOWN ON DRAWINGS IN ALL DUCT SPLITSAND BRANCH CONNECTION OF SUPPLY AND EXHAUST AIR SYSTEMS.J. TURNING VANES, PROVIDE AND INSTALL AIRFOIL VANES AT SQUARE DUCT ELBOWS AND AS NOTED ON DRAWINGS. VANE LENGTH NOT TOEXCEED 36 INCHES. PROVIDE SEPARATE EQUAL SIZE SECTIONS FOR GREATER LENGTHS..)/(;,%/('8&76+$//%(´7+,&.,168/$7('/2:35(6685(7<3(:,7+9$325%$55,(5$60$18)$&785('%<$8720$7,21INDUSTRIES. THERMOFLEX TYPE MKE OR EQUAL. MAXIMUM LENGTH OF FLEX DUCT IS 5 FEET. SECURE WITH TIE STRAPS SCREWED TO DUCTAND DUCT SEALER. FLEXIBLE DUCTWORK SHALL ONLY BE ALLOWED AT CONNECTIONS TO DIFFUSERS, REGISTERS, AND GRILLES WHERE THEDUCTWORK IS LOCATED ABOVE AN ACOUSTICAL CEILING.2.02AIR OUTLETSA. DIFFUSERS, REGISTERS, AND GRILLES SHALL BE PROVIDED IN SUFFICIENT QUANTITY AND LOCATION TO ADEQUATELY DIFFUSE, RETURN$1'25(;+$867$,529(57+((17,5(=21(%(,1*6(59,&('0$18)$&785(¶66+$//%(7,786.58(*(5250(7$/$,5(B. ON EXHAUST GRILLES/REGISTERS IN THE ACOUSTICAL CEILING AREAS, PROVIDE A SOUND LINE PLENUM BOX THE FULL DUCT DIMENSIONOF THE GRILLE/REGISTER SHALL BE PROVIDED FOR THE CONNECTION TO THE BRANCH DUCT. FOR SQUARE NECK SUPPLY DIFFUSERSCONNECTING TO A ROUND DUCT, THE TRANSITION PIECE SHALL HAVE A MINIMUM 45 DEGREE ANGLE.C. FOR ALL DIFFUSERS, REGISTERS, AND GRILLES SELECT SO AS NOT TO EXCEED A NOISE CRITERIA OF 28.2.03EXHAUST FANSA. EXHAUST FANS SHALL BE OF THE TYPE AND CAPACITY SHOWN ON THE DRAWINGS; GREENHECK, CARNES, PENN, OR EQUAL. FAN SHALL BETESTED IN ACCORDANCE WITH AMCA AND BEAR THE AMCA CERTIFIED PERFORMANCE RATING SEAL; FANS SHALL BE UL LISTED. ALL FANSSHALL COME EQUIPPED WITH FACTORY WIRED AND MOUNTED DISCONNECT SWITCHES AND BACK DRAFT DAMPERS.B.INLINE EXHAUST FAN SHALL BE BACKWARD INCLINED CENTRIFUGAL WHEEL DIRECT DRIVE. MOTOR AND FAN SHALL BE REMOVABLE FROMHOUSING, MOTOR SHALL HAVE BALL BEARINGS AND HAVE BUILT IN OVERLOAD PROTECTION. HOUSINGS SHALL BE STEEL WITH ACOUSTICINSULATION . PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND BACKDRAFT DAMPERS. SUSPEND EXHAUST FAN FROM STRUCTUREWITH VIBRATION MOUNTS.2.04ELECTRICAL WORKA. THE HVAC CONTRACTOR SHALL PROVIDE ALL WIRING FOR THE AUTOMATIC TEMPERATURE CONTROLS FOR THE EXHAUST FAN.B. THE HVAC CONTRACTOR SHALL HIRE A LICENSED ELECTRICIAN TO PERFORM ALL CONTROL WIRING AS REQUIRED BY CODE. MINIMUMGAUGE OF ALL CONTROL WIRING IS 18AWG. ALL CONTROL WIRING SHALL BE PLENUM RATED.C. THE ELECTRICAL CONTRACTOR SHALL INSTALL AND DO ALL POWER WIRING FOR ALL MOTOR STARTER AND UN-MOUNTED MOTORS,FURNISHED TO HIM A THE JOB SITE BY OTHER TRADES.D. FOR ALL LOW VOLTAGE MOTORS, TEMPERATURE CONTROL WIRING AND MOTOR CONTROL WIRING, INCLUDING WIRING FOR INTERLOCKING,SHALL BE PROVIDED BY THE SECTION PROVIDING MOTORS, INCLUDING THE INSTALLATION OF ALL CONTROL DEVISES.E. FURNISH ALL STARTERS AND ALL MOTOR CONTROL DEVICES FOR MOTOR DRIVEN EQUIPMENT REQUIRED FOR THE WORK. THE ELECTRICALCONTRACTOR SHALL PROVIDE ALL CODE REQUIRED DISCONNECT SWITCHES FOR ALL MOTORS, EXCEPT WHERE OTHERWISE NOTED. THESETTING OF ALL MOTORS REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK.F. EQUIPMENT WHICH INCLUDES A NUMBER OF CORRELATED ELECTRICAL CONTROL DEVICES MOUNTED IN A SINGLE ENCLOSURE OR ON ACOMMON BASE WITH EQUIPMENT, SHALL BE SUPPLIED FOR INSTALLATION COMPLETELY WIRED AS A UNIT WITH TERMINAL BOXES AND AMPLELEADS READY FOR EXTERNAL WIRING.G. ALL ELECTRICAL ITEMS CALLED FOR AS PART OF THE MECHANICAL WORK SHALL CONFORM TO NEMA STANDARDS, TO THE REQUIREMENTSOF THE NATIONAL FIRE PROTECTION ASSOCIATION AND TO THE REQUIREMENTS OF ANY LOCAL ELECTRICAL CODE AUTHORITY HAVINGJURISDICTION. ANY FIELD MODIFICATIONS REQUIRED TO ENSURE SUCH CONFORMANCE SHALL BE INCLUDED AS PART OF THE MECHANICALWORK.2.05ELECTRIC MOTORSA. THIS CONTRACTOR SHALL PROVIDE ALL ELECTRIC MOTORS NECESSARY FOR DRIVING ALL MOTOR DRIVEN EQUIPMENT REQUIRED TO BEFURNISHED UNDER THIS SECTION OF THE SPECIFICATION.B. ALL MOTORS SHALL BE DESIGNED FOR 3 PHASE, 60 CYCLE ALTERNATING CURRENT OPERATION WITH 208 VOLTS ACROSS THE MOTORTERMINALS, EXCEPT THAT, UNLESS OTHERWISE SPECIFIED HEREIN, ALL MOTORS 1/3 HP AND SMALLER SHALL BE DESIGNED FOR SINGLEPHASE, 60 CYCLE ALTERNATING CURRENT AT 120 VOLTS ACROSS THE TERMINALS.C. THE SPEED, HORSEPOWER, TYPE AND OTHER ESSENTIAL DATA FOR EACH MOTOR, IF NOT GIVEN UNDER PARAGRAPHS DESCRIBING THEVARIOUS MOTOR DRIVEN APPARATUS, OR IN SCHEDULES ON THE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS/HER REVIEW.ALL TWO SPEED MOTORS SHALL BE SINGLE WINDING TYPE.D. CONTRACTOR SHALL FURNISH PREMIUM EFFICIENT MOTORS ELIGIBLE FOR REBATE BY THE LOCAL ELECTRIC UTILITY, WHEN APPLICABLE.2.06AUTOMATIC TEMPERATURE CONTROLSA. FURNISH AND INSTALL ALL CONTROL COMPONENTS NECESSARY TO OBTAIN A FULLY FUNCTIONAL CONTROL SYSTEM AS DESCRIBEDHEREIN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONTROLS, RELAYS, ETC. NECESSARY TO ACCOMPLISH THE SEQUENCE OFOPERATIONS AND PERFORMANCE SPECIFIED, WHETHER OR NOT THE ITEMS ARE SPECIFICALLY IDENTIFIED HEREIN. WHEREVER A SETPOINTIS REFERRED TO, THIS IMPLIES THAT THE SETTING IS ADJUSTABLE BY THE USER.B. THE HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR AND PAY FOR ALL ELECTRICAL POWER SERVICEREQUIRED TO SUPPLY THE REQUIRED POWER VOLTAGE TO THE CONTROL SYSTEMS IF NOT SHOWN ON THE ELECTRICAL DRAWINGS. ALLLOW VOLTAGE CONTROL WIRING SHALL BE MINIMUM OF 18 AWG PLENUM RATED. ALL WIRING SHALL RUN CONCEALED WITHIN WALLS ANDCEILINGS.2.07SEQUENCE OF OPERATIONA. FURNISH TOILET FAN WITH A PROGRAMMABLE SEVEN DAY TIME CLOCK.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-2213028FLORENCE, MAFLORENCE RECREACTIONPAVILIONHVAC SPECIFICATIONSH2.0AS NOTEDJGS
4581BDC2367AE9121316BDC10111415AE4581BDC2367AE9121316BDC10111415AEELECTRICAL LIGHTING PLANSCALE: 18"=1'-0"ELECTRICAL POWER PLANSCALE: 18"=1'-0"S OS3
S3SSOSOSOSO SSSOS GFIGFIGFIGFITEEPANEL 'PP'SEE NOTE #5METERWPGFIWPSGFIGFIS
AAAAAAAAACBGFISS3GFIWPGFISOSOSINGLE POLE SWITCHTHREE WAY SWITCHCEILING OCCUPANCY SENSORWALL MOUNTED OCCUPANCY SENSORLIGHTING SWITCH LEG WIREPOWER WIREMOTORDUPLEX RECEPTACLEGROUND FAULT RECEPTACLEWEATHER PROOF RECEPTACLEDUPLEX RECEPTACLE - ALTERNATE HEIGHTGROUND FAULT RECEPTACLE - ALTERNATEHEIGHT208-120 PANELBOARDEECALL FOR AID SWITCHCALL FOR AID BUZZER AND DOME LIGHTWALL MOUNTED LIGHT FIXTURECEILING MOUNTED LIGHT FIXTURE12"X48" FLUORESCENT TROFFERMAIN CIRCUIT BREAKER PANEL BOARDLEGENDEF-2(ON ROOF)EF-1(ON ROOF)WH-1WH-2LUMINAIRE SCHEDULETYPEMANUFACTURERCATALOG NUMBERLAMPSVOLTAGEMOUNTINGDESCRIPTIONABARN LIGHTELECTRICBLE-F-CGG-100-CLR1 - 100WA - LAMP120CEILINGCEILING MOUNTED PENDANT WITHCAST GUARD & GLASSBBARN LIGHTELECTRICBLE-G-CGGWH-100-CL1 - 100WA - LAMP120WALLWALL MOUNTED SCONCE WITH TOP,CAST GUARD & GLASSCLITHONIALIGHTINGVSL-2-32-MVOLT-GEB10IS2 - 32W T8.120SURFACECEILING4' SURFACE MOUNTEDFLUORESCENT WRAP AROUNDFIXTUREC1LITHONIALIGHTINGVW-2-17-MVOLT-GEB10IS2 - 17W T8.120SURFACECEILING2' SURFACE MOUNTEDFLUORESCENT WRAP AROUNDFIXTUREDBARN LIGHTELECTRICBLE-G-CGG2H-G39-100-CLR2 - 100WA - LAMP120WALLWALL MOUNTED DOUBLE FIXTUREWITH CAST GUARD & GLASSFBARN LIGHTELECTRICBLE-G-WGG-G3-PC1 - 100WA - LAMP120WALLWALL MOUNTED SCONCE WITH CASTGUARD & GLASSPP-6PP-5PP-10PROVIDE 3#12, 1#12G., IN 3/4"C TO A15A-3P CIRCUIT BREAKER. PP-12/14/16PP-9PP-8PP-7PP-1PP-2WIRE THRUTIMECLOCKTO PP-3PP-4PP-11DISCONNECTPROVIDED WITH FANDISCONNECTPROVIDED WITH FANPROVIDE 3#12, 1#12G., IN 3/4"C TO A15A-3P CIRCUIT BREAKER. PP-13/15/17PROVIDE 30A-3P FUSEDDISCONNECT SWITCHWITH (3)15A FUSESPROVIDE 30A-3P FUSEDDISCONNECT SWITCHWITH (3)15A FUSES3. ALL DEVICES SHALL BE LABELED WITH SOURCE PANEL AND CIRCUITELECTRICAL NOTES INCREASED TO 2#10, #10G., 3/4"C. UNLESS NOTED OTHERWISE.2. ALL 120VAC BRANCH CIRCUITS EXCEEDING 75' IN LENGTH SHALL BE BREAKER IN PANEL INDICATED UNLESS NOTED OTHERWISE.1. ALL CIRCUITS SHALL BE 2#12,#12G.,3/4"C., TO NEW 20A-1P CIRCUIT NUMBER(S).4. ALL RECEPTACLES WITHIN 6 FEET OF SINKS SHALL BE GFI.3529,'(1(:9$:685)$&(02817('3$1(/:,7+ 200A-3P MAIN CIRCUIT BREAKER. PROVIDE PANEL WITH (2)15A-3P, (12)20A-1P AND (1)20A-1P GFPE CIRCUIT BREAKERS. PROVIDE ADDITIONAL (1)40A-3P AND (6)20A-1P SPARE CIRCUIT BREAKERS. FUSED DISCONNECT SWITCHTCTCTIME CLOCK - TORK MODEL #E120B6. PROVIDE 20A-1P CIRCUIT WIRED TO A 20A-1P GFPE CIRCUIT BREAKER FOR HEAT TRACE, COORDINATE WITH PLUMBING CONTRACTOR.MPROVIDE 4" SCHEDULE 40 PVCWITH PULL STRING FROM UTILITYSOURCE TO NEW METER LOCATIONNEW UTILITY METER PER LOCALUTILITY COMPANY STANDARDS4#3/0, 1#4G. IN 2 1/2"C.ELECTRICAL RISER DIAGRAMSCALE: N.T.S.PANEL 'PP'SEE NOTE #5200APROVIDE 2#10,1#10G., IN 3/4"C.TO A 25A-1PCIRCUIT BREAKERPP-18CAAS
OAGFIPROVIDE A 4" CONDUITUNDER SLAB BETWEENEACH BUILDING FORPHOTOVOLTAIC.SEWAGEEJECTORWOMEN'STOILET RMMTGRMCONCESSIONSEQUIPDPWPICNIC TABLE AREAFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEWOMEN'STOILET RMMTGRMCONCESSIONSEQUIPDPWPICNIC TABLE AREAFAMILY/ACCESSIBLETOILET RMMEN'STOILETRMSTORAGEJJJJGENERAL NOTE:REFER TO ARCHITECTURAL REFLECTEDCEILING PLAN FOR ALL FINAL LIGHTINGLOCATIONSCCCCSOBAAAAAAAAAADAAFFBDDDC1SOS OC1C1C1KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-221302810/08/2013FLORENCE, MAFLORENCE RECREACTIONPAVILIONELECTRICAL PLANSE1.013028MWFAS NOTED
ELECTRICAL SPECIFICATIONSPART 1 - GENERAL1.01RELATED DOCUMENTSA.Include General Conditions, Supplementary General Conditions, and applicable parts of Division 1, as part of this Section.B.Examine all other Sections of the Specifications for requirements which affect work under this Section whether or not suchwork is specifically mentioned in this Section.C.Coordinate work with that of all other trades affecting, or affected by the work of this Section. Cooperate with such trades toassure steady progress of all work under the Contract.1.02SCOPE OF WORKA.Furnish all labor, materials, plant, equipment and services necessary for and reasonably incidental to the complete installationof all electrical work specified herein and/or indicated on the Drawings, including, but not limited to, the following:1.Panelboards2.Branch Circuit Wiring and Conduit.3.Wiring devices and plates.4.Power wiring to motors and equipment furnished by other trades or Owner including final connections to equipment.5.Lighting fixtures.6.Feeders7.Inspections8.Operating and Maintenance Instructions1.03CODES, ORDINANCES AND INSPECTIONSA.All materials and the installation thereof shall conform to the requirements of the Massachusetts State Building Code,Massachusetts State Fire Prevention Code, Massachusetts Electrical Code, and local laws, ordinances, rules, regulations,and codes pertaining thereto. Where provisions of the Contract Documents conflict with any codes, rules or regulations, thelatter shall govern. Where the Contract requirements are in excess of applicable codes, rules or regulations, the Contractprovisions shall govern unless the Architect rules otherwise.B.The Electrical Contractor shall comply with the Local Code Enforcement Officials' instructions at no additional cost to theOwner.1.04INSTALLATION REQUIREMENTSA.The Electrical Contractor shall employ only competent and experienced workmen at a regular schedule in harmony with theother tradesmen on the job. He shall also exercise care and supervision of his employees in regard to proper and expeditiouslaying out of his work.B.The Electrical Contractor shall be held responsible for any injuries or damage done to the building premises or adjoiningproperty or to other Contractors' work resulting from the execution of his part of the work in any manner whatsoever; and incase of dispute arising as to the extent or share of responsibility incurred by the Electrical Contractor, it is agreed between theOwner and the Electrical Contractor that such liability and extent of damage shall be finally determined by the Architect whosedecision shall be final and binding on both parties to the Contract for the work in question.C.The arrangement of all piping, duct work, conduit, wire and cable indicated on the Drawings is diagrammatic only, andindicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs,bends, offsets, etc. The Electrical Contractor shall lay out all his work and be responsible for the accuracy thereof. Conditionsat the building shall be the determining factor for all measurements.D.The Electrical Contractor shall be responsible for all equipment and materials installed under this Section until the finalacceptance of the project by the Owner.E.Before submitting his bid, the Electrical Contractor shall visit the site with the Drawings and Specifications and shall becomethoroughly familiar with all conditions affecting his work since the Electrical Contractor will be held responsible for anyassumption he may make in regard thereto.1.05QUALITY ASSURANCEA.Equality of materials or articles other than those named or described in this Section will be determined in accordance with theprovisions of the General Requirements, except that substitutions will only be considered for items where the words, "orequal" appear in product specifications and as approved by the Architect and Owner..1.06SUBMITTALSA.Before ordering materials shipped to the job, the Electrical Contractor shall submit to the Architect six (6) sets of cataloguecuts, manufacturers' data sheets, or Shop Drawings, giving all details, dimensions, capacities, etc. of all materials to befurnished. The review of Shop Drawings by the Architect shall not relieve the Electrical Contractor from any obligation toperform the work strictly in accordance with the Contract Drawings and Specifications. The responsibility for errors in ShopDrawings shall remain with the Contractor.1.07PERMITS, FEES, AND INSPECTIONSA.The Electrical Contractor shall secure all permits and pay all fees required for his work. He shall be required to secure allother permits and pay all other fees and charges incidental to the proper carrying out of the Contract. He is to assume allresponsibility regarding the observance of the rules and regulations so far as they relate to his part of the work.1.08LIGHT AND POWERA.The General Contractor will furnish and install temporary light and power as specified in Division 1.1.09PRODUCT HANDLINGA.The Electrical Contractor shall provide for the delivery of all his materials and fixtures to the building site when required, so asto carry on his work efficiently and to avoid delaying his work and that of other trades.1.10WORK CONCEALEDA.All cable and raceway shall be installed concealed in all areas except storage rooms, closets, and mechanical or electricalequipment rooms. Where conduits are required to run exposed, they shall be run straight and level, parallel or perpendicularto the lines of the building.1.11OPERATING INSTRUCTIONSA.Furnish the Architect, for his approval, three (3) copies of an Operation and Maintenance Manual. Inscribe the followingidentification on the cover: the words, "Operation and Maintenance Manual", the name and location of the equipment or thebuilding, the name of the Contractor, and the Contract number. The manual shall have a Table of Contents with tab sheetsplaced before each Section. The instructions shall be legible and easily read, with large sheets of Drawings folded in. Themanuals shall be bound in hard binders or an approved equivalent. The manual shall include description of systems,description of start up, operation, and shutdown procedures for each item of equipment, schedule of adjustment, care, androutine maintenance for each item of equipment, wiring and control diagrams with data to explain detailed operation andcontrol of each item of equipment, panel schedules, list of recommended spare parts, copies of all service contracts, and a listof all names, addresses, and phone numbers of all Contractors as well as the local representative for each item of equipment.1.12GUARANTEEA.The Electrical Contractor shall guarantee the satisfactory operation of his work in all parts for a period of one (1) year afterdate of final acceptance, and shall agree to promptly repair or replace any items of his work which are found to be defectiveduring this period.B.The Electrical Contractor shall pay for repair of damage to the building caused by defects in his work and for repair to plaster,wood, and other materials or equipment caused by replacement or repairs to the entire satisfaction of the Architect.1.13CUTTING AND PATCHINGA.Cutting and/or drilling of all openings and holes required for the installation of electrical apparatus in the building, shall beperformed by the General Contractor where opening is to be greater than ´ All cutting and/or drilling of holes less than ´where required for the installation of electrical apparatus shall be performed by the electrical contractor. All work andmaterials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Cutting and/ordrilling of structural supports (ie. beams or joists) is not allowed without written approval by the Architect. Location foropenings, etc. shall be checked by the Electrical Contractor, and error due to failure to co-ordinate work with other divisionsshall be the responsibility of the Electrical Contractor failing to coordinate, who shall make the corrections at his own expense.B.Work shall include furnishing and locating sleeves or inserts required before the new walls are built, or be responsible for thecost of cutting and patching required for conduit and equipment where sleeves were not installed or where incorrectly located.The Electrical Contractor shall do all drilling required for the installation of hangers.C.Patching of all holes, after installation of piping or equipment, shall be performed by the General Contractor or appropriatetradesmen.D.All pipe cutting or threading shall be done in a location approved by the Owner.E.No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain in finishes or be paintedlater. Should this area be necessary, the Electrical Contractor shall cover the entire working area with canvas tarpaulins in anapproved manner.1.14RECORD DRAWINGSA.Submit Record Drawings as specified in Division 1.PART 2 - MATERIALS2.01RACEWAYSA.Electrical metallic tubing may be used for all raceways run in walls or partitions, run exposed inside the building mechanicalspaces, or run concealed in or above furred spaces unless otherwise specified above. Electrical metallic tubing shall complywith the latest applicable requirements of the National Electrical Manufacturers Association. Couplings, connectors, andfittings for electrical metallic tubing used in this manner shall be of steel construction, set screw type.B.Intermediate metallic conduit shall be used for in areas subject to moisture and exteior locations, and all other areas exceptwhere noted otherwies. Couplings and connectors shall be threaded type fittings, and steel construction.C.Flexible Steel Conduit shall be used for final connections to motors or other removable equipment to facilitate removal andconnections. For wet locations flexible steel conduit shall liquidtight flexible steel conduit with watertight fittings.2.02CONDUCTORSA.Conductors shall be 98% conductivity copper, Type THHN/THWN, with 600 volt insulation, and shall be of types indicatedbelow unless otherwise shown on the plans. Aluminum conductors shall not be used.B.Branch circuit wiring shall be 2#12 and 1#12 in 3/4" conduit to 20 Amp, single pole circuit breaker in the new panelboardunless noted otherwise or required for switching. Where a device or equipment is listed at a rating in access of 20 Amps, thewire size shall have the same or larger ampere rating based on MEC Table 310.16, using the column for copper conductorUDWLQJVDW&C.Branch circuit wiring located above lay in tile ceilings or fished in stud partitions may be Type MC steel jacketed cable; singleand multi-circuit home runs shall be raceway and wire as specified.2.03OUTLET AND JUNCTION BOXESA.Outlet boxes and covers shall be galvanized or sheradized pressed steel unless otherwise noted or required by the NationalElectrical Code, and shall be as required for their use.B.Surface mounted outlet boxes shall be die cast aluminum Type FD boxes. Boxes installed on the exterior of the building shallalso have weatherproof cover plates and cover plate gasketing. Receptacle weatherproof cover plates shall be die castaluminum raintight while in use type with lockable tab.C.Pull and junction boxes, whether surface or flush, shall be galvanized code gauge.G.Pull and splice boxes not indicated on the Drawings shall be provided as required by the National Electrical Codes.2.04WIRING DEVICESA.The Electrical Contractor shall install devices where shown on the plans. Finish color for all standard devices to be white.Finish color for receptacles shall be white. All unused boxes shall be furnished with blank plates. All switches, outlets anddevice covers shall be brushed stainless steel.1.Duplex Receptacles fed from standard panel - 20 amp, 125 volt with grounding screw, side and back wired. To be LevitonCat. No. 5352-W, or equal.2.Light Switches, Single Pole - 20 amp, 120/277 volt, back and side wired, Leviton Cat. No. 12212, or equal.3.Wall Occupancy sensor (type ³:´ to be Sensor Switch Model No. WSD-PDT-V-W; passive infrared + microphonics,single pole, wall mount, line voltage device.4.Low Voltage Ceiling Occupancy sensor (type ³/96´ to be sensor Switch Model No. CM-PDT; passive infrared +microphonics, single pole, ceiling box mounted, low voltage device. Include one Power Pack model No. PP-20 per controlcircuit.2.05LIGHTING FIXTURESA.Furnish and install lighting fixtures on all light outlets shown on plans. All lighting fixtures to have label of UnderwritersLaboratories, Inc. Fixtures to be complete in all respects with all required glassware and lamps. All lamps to be new. Furnishand install all required hardware to fit in all type ceilings. Fixtures are to be cleaned after lamps and diffusers are installed.Any chipped, cracked or otherwise defective material shall be replaced.B.Fluorescent ballasts shall be solid state low harmonic electronic type, approvable for use on their system by local the localutiltiy comapny. Fixture/lamp combinations for which electronic ballasts are not available shall be high power factor, energyefficient magnetic type, complete with automatic reset thermal protector, and shall be CBM certified.C.All fixtures to be independently supported from building structure.2.07PANELBOARDSA.Circuit breakers shall be quick-make, quick-break, thermal-magnetic, trip indicating, and have common trip on all multi-polebreakers. Trip indication shall be clearly shown by the breaker handle taking position between "ON" and "OFF" when thebreaker is tripped. Connections to the bus shall be bolt-on.C.Bus bar connections to the branch circuit breaker shall be the "distributed phase" or "phase sequence" type. Allcurrent-carrying parts of the bus assembly shall be plated. Main ratings shall be as shown on the panelboard schedule.D.Terminals for feeder conductors to the panelboard mains and neutral shall be UL listed as suitable for the type of conductorspecified. Terminals for branch circuit wiring, both breaker and neutral, shall be UL listed as suitable for the type of conductorspecified.E.Panelboard circuit numbering shall be such that starting at the top, odd numbers shall be used in sequence down the left-handside and even numbers shall be used in sequence down the right-hand side.F.A circuit directory frame and card with a clear plastic covering shall be provided on the inside of the door. The directory cardshall provide a space at least 1/4" high by 3" long or equivalent for each circuit. The directory shall be typed to identify theload fed by each circuit. Hand written directories will not be acceptable.G.Panelboard trim shall be door-in-door type with full length piano hinges.PART 3 - INSTALLATION3.01GENERAL INSTALLATION REQUIREMENTSA.The Electrical Contractor shall verify all measurements and shall be responsible for the correctness of same. No allowancewill be made for differences between actual measurements and those shown on plans.B.The locations of outlets, apparatus, and equipment are approximate only and the runs of feeders, mains, and branches arenot necessarily to be made exactly as shown on the plans. The exact locations of such work shall be determined after fullconsideration has been given to work of other trades and without changes in the design of the systems. The entire installationshall conform to the latest issue of the Massachusetts Electrical Code and local inspection authorities.3.02GROUNDINGA.Except where specifically indicated otherwise, all exposed non-current carrying metallic parts of electrical equipment, metallicraceway systems, grounding conductor in non-metallic raceways and neutral conductor of the wiring system shall begrounded. The ground connection shall be made at the main service equipment.B.The Electrical Contractor shall furnish and install all material required for the grounding and/or bonding in the building of allequipment, power and lighting systems installed under this Contract.C.Provide and install bonding and grounding conductors with approved termination where required, conforming with the latestMassachusetts Electrical Code and other applicable specification standards.3.03CONDUIT AND FITTINGSA.All conduit shall be installed so as to provide the straightest possible run with not more than the equivalent of three 90o bendsin a single run. Where more bends are necessary, the Electrical Contractor shall provide suitable pull boxes.B.Conduit shall be fished and cleaned and dry before pulling wires and shall be suitably protected against entrance of dirt andmoisture during construction.C.Ends of all conduits shall be reamed and all joints made waterproof. Connections to junction boxes shall be double locknutand bushing, using insulated bushings on conduit 1-1/4" or larger. Grounding bushings shall be provided at all panelconnections.D.Conduit connections to motor frames shall have minimum of 18" of flexible steel conduit to eliminate vibrations and noisebeing transferred to other parts of the building, with cable jumper across greenfield and fittings.3.04OUTLET AND JUNCTION BOXESA.Receptacle boxes, unless otherwise noted, shall be approximately 18" above finished floor, aligned above or below closestblock course, except at locations where wall mounted equipment precludes this mounting height. At such locations,receptacle height shall be as directed by the Architect. Switch outlets shall be 48" above finished floor, unless aligned aboveor below closest block course. The Electrical Contractor shall check with the Architectural and Structural Plans forinterferences.B.Junction and outlet boxes, where exposed to the weather and wet locations, shall be of the threaded hub type and providedwith watertight screw-on cover and gasket.C.Pull boxes shall be adequate size to accommodate the conductors installed therein without excessive bending of theconductors, which would damage the conductor insulation.3.05EQUIPMENT INSTALLATIONA.All equipment furnished under this Section shall be installed in accordance with its manufacturer's printed installationinstructions, whether so shown on the Drawings or not, and all labor and materials required to accomplish this shall befurnished by the Electrical Contractor and be included in his bid.3.06TESTINGA.Balancing Loads:1.Circuits shall be connected to the panelboards so that the total load is distributed equally between each line and neutralto within ten percent. Branch circuits shall be balanced on their own panelboards, and feeder loads balanced on the maindistribution panel. Reasonable load testing shall be arranged for verification if requested by the Public WorksDepartment.3.07FIRE SAFINGA.Work Included: Provide labor, materials, and equipment necessary to complete the work including, but not limited to thefollowing:1.Fire safing at all penetrations through fire barriers.2.Fire safing at all penetrations through smoke barriers.3.Extent of fire and smoke barriers as indicated on the Architectural Drawings.4.Fire safing at all penetrations through floors, shafts, corridor walls, stairway walls, mechanical rooms, electrical rooms,vaults, storage rooms, kitchen, machine rooms, outdoor storage rooms, and receiving rooms.B.Safing Insulation1.Fire safing insulation shall be Thermafiber as manufactured by USG Interiors, Inc. or Architect-Engineer approved equal,4" minimum thickness by the required full length and width, or as indicated on the Drawings.2.Provide incidental galvanized steel clip anchors.C.Seal Compound: At "poke-through" openings, apply "Firecode" seal compound as manufactured by USG Interiors, Inc., orapproved equal, over Thermafiber fire safing.D.Preparation1.At all fire rated assemblies, prepare all penetrations for pipes.E.Application1.Install approved fire safing insulation of proper size leaving no voids. Compress and friction fit fire safing and useattachment clips where necessary.2.Seal completely around all openings and over the fire safing insulation with sealing compound.3. (OHFWULFDOFRQWUDFWRULVUHVSRQVLEOHIRUJHQHUDOFXWWLQJSDWFKLQJDQGILUHVDILQJIRURSHQLQJVXSWRDQGLQFOXGLQJ´3.08TRAININGA.The contractor shall provide the services of the manufacturer's representative for a period of 4 hours, during normal businesshours, to instruct the owner's designated personnel and fire department response teams on the operation of the system.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.2014-08-221302810/08/2013FLORENCE, MAFLORENCE RECREACTIONPAVILIONELECTRICALSPECIFICATIONSE2.013028MWFNONE