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S GLEANOUT V
BELOW FIN15H GRADE. VERIFY INVERTS
OF CONNECTION POINTS IN FIELD.
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EXISTING ASPHALT PAVING � General Notes
rq_"� ASPHALT PAVING - WALK DUTY TO REMAIN I . 1. ALL WORK THIS DRAWING TO BE PART OF GENERAL
KL1;1R_tHOVE AND REPLACE EXISTING NEW TOILET ROOMS AND STORAGE CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED,
ASPHALT WALK AS SHOWN AND I FACILITY, FFE=20q.00+
PROVIDE NEW PAVING IN LIGHT .1"', �r SEE ARC". PLANS, < 2. GONTRACTOR SMALL VERIFY ALL EXISTING CONDITIONS AND
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WIR
NO
4 G 7
REM
ALUM FRAME
3
HEAD DETAIL
CJAMB SIM.)
0 8Y% BOND BEAM W/ 2 #5 CONT.
5CAL ALL JOINTS BETWEEN FRAME$
AND WALL5, TYPIGAL.
AWAiOIZ FRAME TO MASONRY PER
MWAGTURD�5 REQUREMENT$ (TYP.)
Door Frame Details
1 1/2'=1'-0"
KV6 A+ 0
Side Elevation
3 1 /4' V-00
NOTE REFER TO 4/L2 FOR HEAD
AND JAMB DETAILS
F = FLU5H DOOR, NO OLAZING
Equipment Accessory Sch. - Bldg A & B
Schedules
DESCRIPTION
MANUFACTURER
MODEL
MOUNTING HOT.
A
GRAD BAR (V-0" LONG)
BO5MK
5550 x 3G
3ro-v AFF
B
GRAB BAR C3 -G' LONG)
BOBRICK
B550 X 42
aG' AFF
0
MIRROR
#14 11 WTI C
B-q44G
BOT a 40' AFF
D
SOAP DISPENSER
BY OWNER
X WEEIAL
2. ALL CONCRETE 15 TO BE AIR -ENTRAINED- SEE
r
TOILET PAPER WENSER
BY OWNER
1. 15W Al 00 ALKYO WD PRIMER Y24 -W20.
2 + 3. SW Al 00 5ERIE$ 82 LATEX HOUSE PAINT.
WIT" THE REQUIREMENT5 OF AGI 530-q5.
F
PAPER TOWEL WENSER
BY OWNER
GRADE. PROVIDE A MINIMUM LAP SPLICE OF 30 BAR DIAMETER$,
(5
NOTE REFER TO 4/L2 FOR HEAD
AND JAMB DETAILS
F = FLU5H DOOR, NO OLAZING
Equipment Accessory Sch. - Bldg A & B
Schedules
DESCRIPTION
MANUFACTURER
MODEL
MOUNTING HOT.
A
GRAD BAR (V-0" LONG)
BO5MK
5550 x 3G
3ro-v AFF
B
GRAB BAR C3 -G' LONG)
BOBRICK
B550 X 42
aG' AFF
0
MIRROR
- ------
B-q44G
BOT a 40' AFF
D
SOAP DISPENSER
BY OWNER
X WEEIAL
2. ALL CONCRETE 15 TO BE AIR -ENTRAINED- SEE
r
TOILET PAPER WENSER
BY OWNER
1. 15W Al 00 ALKYO WD PRIMER Y24 -W20.
2 + 3. SW Al 00 5ERIE$ 82 LATEX HOUSE PAINT.
WIT" THE REQUIREMENT5 OF AGI 530-q5.
F
PAPER TOWEL WENSER
BY OWNER
GRADE. PROVIDE A MINIMUM LAP SPLICE OF 30 BAR DIAMETER$,
(5
WASTE REOPEPTICAL
BY OWNER
MNIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH Cf'm) OF
NOTE- ALL EOLWMENT 6 TO BE SECURED WITH CONCEALED STAINLESS STEEL VANDAL RESISTANT F
DOORS SHALL BE SIMILAR + EQUAL TO
THE '5L -I 7' FRP DOOR BY 'SPECIALITE INC.,`
1 3/411 THICK WITH 2 FACE SHEETS OF .120'
rRP 5EPERATED WITH POURED IN PLACE
URETNANE. ALUM. FRAME SIMILAR TO 05L-45
BY 5PECIALITE0.
E
12
113-4"
T.O.M.
I 00�-O'
I' -4-L
I
.
R.
30'-e OLDS A
1&-W 131.06 B
Back Elevation
2
1/4" 1'-0"
EWA
Floor Plan - Building B
6 1/4' = 1'-0'
25 YEAR FIBERGLA55 MAT ASPHALT SHINGLES -
SQUARE CUT 3 TAB TYPE I - SIMILAR TO
'FIREKING Ir SEAL-O-MATIC BY MANVILLE CORP. -
PROVIDE DOUBLE STARTER GOUR5E.
ICE AND WATER WELD
31-01, MIN.
LEAVE I" MIN,
2xI 0 BLOCKING GAP FOR
BETWEEN JOISTS VENTILATION
TYP,
1/2' x 7* Lg ANCHOR
BOLTS I G" O.G.
IN'
I\N
MTL DRIP EDGE/
FASCIA
2' X 40
3/4" X 8ff
GONT' VINYL
BUG SCREEN -
I oql-40
T,O.M.
2x8 PTP SILL
3/40 X Gwo 2" COVER TYP.
,,-8x8 BOND BEAM
J015T CONNECTOR W1 2-#5 TYP. OVER
-51MF50N STRONG ALL MASONRY OPENINGS
TIE H1 0 EXTEND BONI) BEAM
MIN. 2'-0*' FAST EDGE:
GONT. BOND BEAM OF OPENING.
W/ 2-#5
(00 NOT BREAK 2" COVER TYP.
0 CONTROL JOINT)
3 COURSE$ GLASS BLOCK
SIM TO PITTSBURGH
GORNING - DEGORA.
#5 VERT 0 48 OC GROUT CORE$ 50LID
TYP.
FULL HT OF WALL -
ALL FOUR SIDES, AL50
PROVIDE 1 -#5 VERT.
0 THE FOLLOWING
LOCATIONS:
-IST CORE EA. SIDE
OF G.J.
-I 5T CORE EA. SIDE
OF M.O.
-AT ALL CORNER$
GROUT ALL REINF.
SOLID IN CORES
8ff CMU PAINT ALL
EXP05ED INTERIOR
AND EXTERIOR SURFACES
100, 00
OLR
............
GROUT ALL CORES
SOLID BELOW F.F.E.-f
#5 DOWEL$
0 48 0.
(MATCH
VERT)
5' 5.0�6. W/ FIBER REINF, +
GXG-W2.1 XW2.1 WWM
WITH SEALED FINISH
G" TYPE 4 FIL
L
TYPE I GOMF. FILL
?--#G HORIZ. CONT.
4000 P51 GONG.
FT6 TO BARE ON
VIRGIN SOL OR
COMP. TYPE I FILL.
W COVER
^7
-0-2"\
LEAVE I" MIN,
CAP FOR
VENTILATION -
2x5 BLOGKINO
BETWEEN JOISTS
TYP.----- -
JOt5T CONNECTOR-/
-SIMPSON STRONG
TIE HI 0
2X12a IGIO.C. PROVIDE
BRIDGING 0 1/3 FOINT5. rRAMINO
LUMBER SMALL 15E 5.P.F. COMPLYING
WITH F.S.20 STANDARD GRADE.
#15 FELT UNDERLAYMENT
3/4 PLYWOOD EXTERIOR eRADE
COMPLYING WITH PS 1. ATTACH WITH
8d COMMONS G" O.C. @ PANEL EDGES
+ 1211 0.0, a INTERIOR SUPPORTS.
5/80 GYP. BO, TYPE X.
TAPE + FINISH CEILING.
PANT TOILET RM5 ONLY.
Wall Section
8 3/4' = I'_00 �
13 1 14 1 15 1 IG
IV -6, RD6 B
Front Elevation
/4' V-0"
K�'
17
I 0q,-4"
TO
100'-0" 'L
nNAR.
Floor Plan - Buill
CONT, VINYL 5 1/4' 1'-0'
BUG SCREEN U
CONT. PRE -FIN,
MTL DRIP EDGE
26 x 4'
11/89 x 80
1 /2" x 7" Lg ANCHOR
BOLTS I G" 0.0.
H 3'- 4' A
TO,M. V
3/4" x 10"
-CONT. BOND BEAM
W/ 2-#5
1
INK TF
N 78
0,
T L
YW
Nil
Wall Section
k I 'XIA0 - 1$_n"
IA
)'D
General Notes
Schedules
CRITICAL DIMEN51ON5 NOT FOUND SHOULD BE FIELD
VERIFIED OR OBTAINED FROM THE ARCHITECT.
IF 015CREFANCIES OCCUR BETWEEN THE DRAWING5,
NOTIFY THE ARCHITECT IMMEDIATLEY.
9
IMMEDIATELY OF ANY DISGREPANCIE5 PRIOR TO
COMMENCING ANY WORK AFFECTED.
3. UNLE55 NOTED OTHERW6E, DIMENSIONS ARE FROM F'AOE
OF MA50NRY OR FROM FACE OF WOOD FRAMING.
MASONRY DIMENSIONS ARE NOMINAL.
4� NOTES ON ONE DRAWING OR DETAIL APPLY TO ALL 51MILAR
DRAWINGS OR DETAILS.
5. ALL WALL$ ARE TO BE 80 OMU�
NA
7. PAINT ALL EXF05ED SURFACE& EXCEPT PREFINISHED
MATERIAL5 AND CONCRETE FLOORS.
8. DE5167N 50L BEARING PRESSURE 15 A55UMED TO BE
2000 psf. IF N$UFFICtENT BEARNG 6 ENCOUNTERED
NOTIFY ARCHITECT BEFORE PROCEEDING,
STRUCTURAL LOADS:
CONCRETE NOTES
B� 90 -OE WA BG of NY$ I G07-11
MINIMUM ROOF LIVE LOAD .................... 20 FSF
A. tLA-TERIAL
ROUND 0 LO'PgN5
CONCRETE MASONRY UNIT NOTES
1. ALL CONCRETE 15 TO HAVE AN ULTIMATE 28 DAY STRENGTH
MAIN WIND FORGE RESISTING SYSTEM LOADS ...... A5CE-7
COMPONENTS AND CLADDING LOADS ............ ASCE-7
BASIC WIND SPEED C3 SEGOND 67UST), V ........ 110 MPH
EXPOSURE CATEGORY ..................... 5
WIND LOAD IMPORTANCE FACTOR, Iw ............ 1.00
E. EARTHQUAKE DESIGN DATA BC of NYS IG15 - IGI7
OF 4000 FSL
SEISMIC DESIGN CATEC70KY ........... ...... 0
X WEEIAL
2. ALL CONCRETE 15 TO BE AIR -ENTRAINED- SEE
A. PAINT ALL EXTERIOR CMU.
1. DESIGN OF CONCRETE UNIT MASONRY SYSTEMS COMPLIES
SPECIFICATIONS.
1. 15W Al 00 ALKYO WD PRIMER Y24 -W20.
2 + 3. SW Al 00 5ERIE$ 82 LATEX HOUSE PAINT.
WIT" THE REQUIREMENT5 OF AGI 530-q5.
3, ALL REINFORCING STEEL 15 TO CONFORM TO A5TM A -G[5 -GO
0. PAINT ALL INTERIOR GYP. BO.
2. CONCRETE MASONRY UNITS ARE TO BE NORMALWEIGHT UNITS
GRADE. PROVIDE A MINIMUM LAP SPLICE OF 30 BAR DIAMETER$,
ONLY, AND ARE TO COMPLY WITH ASTM C qO, WITH A
UNLESS OTHERWISE NOTED,
MNIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH Cf'm) OF
1900 P51 FOR 3 INDIVIDUAL UNITS.
4. ALL SLABS ON GRADE ARE TO BE MADIE WITH FIBER
Rev. No--
REINFORCED CONCRETE.
3. MORTAR 6 TO COMPLY WITH ASTM 0 270. MORTAR FOR ALL
DAp
R A AvjA/_,
ATMATECH COMPANYtI, roup
B. IN5TALLATION
x 021
OF N
MASONRY 15 TO BE PORTLAND OEMENT/LIME MIX, TYPES ONLY.
1. DE516N STANDARD ACI 318-q5 AND DETAILING STANDARD
Village of Rye Brook
4. GROUT 6 TO COMPLY WITH A5TM 0 47G. ALL GROUT 15 TO
ACI 315.
Pine Ridge Park - Bathroom &
BE FINE GROUT WITH A MINIMUM 28 DAY COMPRE551VE STRENGTH
2. ALL SLABS ON GRADE ARE TO HAVE CONTROL JOINTS AS
Floor Plans, Elevations, Sections,
Of 2000 P51.
SHOWN.
Date:
5. STEEL REINFORCING BARS ARE TO COMPLY WITH A5TIM A GI 5,
3. PROTECT CONCRETE FROM PREMATURE DRYING IMMEDIATELY
March 5, 2003
6RADE: GO.
AFTER PLACEMENT, CURING OF CONCRETE SLABS MUST START
ro. WIRE JOINT REINFORCEMENT IS TO COMPLY WITH A5TM A 82.
WITHIN TWO HOURS AFTER FINISHING OPERATIONS ARE
ALL MA50NRY ACCESSORIE5 AKE TO BE CORROSION RE515TANT.
COMFLETr AND REMAIN IN PLACE FOP, A MINIMUM OF 7 DAYS.
B. INSTALLATI
4. CRACKS AND IMPERFECTIONS THAT OCCUR IN CONCRETE
SLABS INSIDE THE BUILDING ARE TO BE REPAIRED AS FOLLOWS�
1. CONSTRUCTION OF CONCRETE UNIT MASONRY SYSTEMS 15 TO
AFTER THE CONCRETE HAS CURED AND 15 READY FOR PLACEMENT
COMPLY WITH THE REQUIREMENTS OF ACI 530,1 -415.
OF FLOOR FINISH, CRACKS MORE THAN 1/6' N WIDTH ARE TO BE
FILED WITH A HIGH STRENGTH, MOM FLOW GROUT, -SIKAPRONTO
2. SUBMIT WALL ELEVATIONS, INDICATING SIZE. LOCATION, AND
1410 BY THE SIKA CORP. OR EQUAL. H16H. LOW AND ROUGH AREAS
014ENSIONS Of REINFORGIN6,5TEEL FOR ALL REINFOROED
ON THE SURFACE OF THE SLAB ARE TO BE REPAIRED BY FLA5M
MASONRY WALL5.
PATCHING AND/OK GRINDING TO BRING THE TOP SURFACE
TO A LEVELNE$S WHERE THE SURFACE 15 A TRUE PLANE WITHIN
3. REINFORCED CONCRETE MASONRY WALL$ ARE TO HAVE
1/4' IN 10" AS DETERMINED BY A 10' STRAIGHT EDGE PLACED ON
HORIZONTAL JOINT REINFORCING SFAGED AT IG* 0.0. H
THE SLAB IN ANY DIRECTION.
ADDITION TO THE REINFORCING SHOWN ON Ttir DETAIL
DRAWINGS. ALL REINFORGIN6 INCLUDING BOND BEAMS 15 TO
BREAK AT CONTROL JOINTS, EXCEPT THE TOP MOST BOND BEAM
WHICH 15 TO BE CONTINUOUS IN EVERY WALL,
4. PROVIDE CMU CONTROL JOINTS NOT MORE THAN 25 FT OC
IN ALL CMU UNLESS SHOWN OTHERWISE ON DRAWINGS. SEE
ARCHITECTURAL ELEVATIONS.
5. USE LOW LIFT &ROUTING TECHNIOUE, PLACIE GROUT N LirTS
UP TO FIVE FEET. CONSOLIDATE GROUT AT THE TIME OF
PLACEMENT. FOURS, UF TO 12,1 MAY BE CONSOLIDATED BY
PUDDLING. FOUR$ OVER 12" ARE TO BE CONSOLIDATED BY
MECHANICAL VIBRATION.
G. LAP ALL REINFORCINO BAR$ 48 BAR DIAMETER$.
7. DO NOT APPLY UNIFORM ROOF LOADIN6 FOR AT LEAST 12
HOURS AFTER BUILDING MASONRY WALL$ OR COWMNS. DO NOT
APPLY CONCENTRATED LOADS FOR AT LEAST 3 DAYS.
8. REMOVE GROUT OR MORTAR ON FACE OF MASONRY
IMMEDIATELY.
q. MA50NRY LINITEL5 ARE TO BE BUILT ON SHORED SUPPORTS.
SMOKING TO REMAIN IN PLACE FOR A MINIMUM OF THREE 3 DAYS
AFTER MA50NRY OVER LINTEL IS COMPLETE.
10. PROTECT MA50NKY FROM FREEZING WHEN AIR TEMPERATURE
15 40 DEGREES F AND FALLING,
E
12
113-4"
T.O.M.
I 00�-O'
I' -4-L
I
.
R.
30'-e OLDS A
1&-W 131.06 B
Back Elevation
2
1/4" 1'-0"
EWA
Floor Plan - Building B
6 1/4' = 1'-0'
25 YEAR FIBERGLA55 MAT ASPHALT SHINGLES -
SQUARE CUT 3 TAB TYPE I - SIMILAR TO
'FIREKING Ir SEAL-O-MATIC BY MANVILLE CORP. -
PROVIDE DOUBLE STARTER GOUR5E.
ICE AND WATER WELD
31-01, MIN.
LEAVE I" MIN,
2xI 0 BLOCKING GAP FOR
BETWEEN JOISTS VENTILATION
TYP,
1/2' x 7* Lg ANCHOR
BOLTS I G" O.G.
IN'
I\N
MTL DRIP EDGE/
FASCIA
2' X 40
3/4" X 8ff
GONT' VINYL
BUG SCREEN -
I oql-40
T,O.M.
2x8 PTP SILL
3/40 X Gwo 2" COVER TYP.
,,-8x8 BOND BEAM
J015T CONNECTOR W1 2-#5 TYP. OVER
-51MF50N STRONG ALL MASONRY OPENINGS
TIE H1 0 EXTEND BONI) BEAM
MIN. 2'-0*' FAST EDGE:
GONT. BOND BEAM OF OPENING.
W/ 2-#5
(00 NOT BREAK 2" COVER TYP.
0 CONTROL JOINT)
3 COURSE$ GLASS BLOCK
SIM TO PITTSBURGH
GORNING - DEGORA.
#5 VERT 0 48 OC GROUT CORE$ 50LID
TYP.
FULL HT OF WALL -
ALL FOUR SIDES, AL50
PROVIDE 1 -#5 VERT.
0 THE FOLLOWING
LOCATIONS:
-IST CORE EA. SIDE
OF G.J.
-I 5T CORE EA. SIDE
OF M.O.
-AT ALL CORNER$
GROUT ALL REINF.
SOLID IN CORES
8ff CMU PAINT ALL
EXP05ED INTERIOR
AND EXTERIOR SURFACES
100, 00
OLR
............
GROUT ALL CORES
SOLID BELOW F.F.E.-f
#5 DOWEL$
0 48 0.
(MATCH
VERT)
5' 5.0�6. W/ FIBER REINF, +
GXG-W2.1 XW2.1 WWM
WITH SEALED FINISH
G" TYPE 4 FIL
L
TYPE I GOMF. FILL
?--#G HORIZ. CONT.
4000 P51 GONG.
FT6 TO BARE ON
VIRGIN SOL OR
COMP. TYPE I FILL.
W COVER
^7
-0-2"\
LEAVE I" MIN,
CAP FOR
VENTILATION -
2x5 BLOGKINO
BETWEEN JOISTS
TYP.----- -
JOt5T CONNECTOR-/
-SIMPSON STRONG
TIE HI 0
2X12a IGIO.C. PROVIDE
BRIDGING 0 1/3 FOINT5. rRAMINO
LUMBER SMALL 15E 5.P.F. COMPLYING
WITH F.S.20 STANDARD GRADE.
#15 FELT UNDERLAYMENT
3/4 PLYWOOD EXTERIOR eRADE
COMPLYING WITH PS 1. ATTACH WITH
8d COMMONS G" O.C. @ PANEL EDGES
+ 1211 0.0, a INTERIOR SUPPORTS.
5/80 GYP. BO, TYPE X.
TAPE + FINISH CEILING.
PANT TOILET RM5 ONLY.
Wall Section
8 3/4' = I'_00 �
13 1 14 1 15 1 IG
IV -6, RD6 B
Front Elevation
/4' V-0"
K�'
17
I 0q,-4"
TO
100'-0" 'L
nNAR.
Floor Plan - Buill
CONT, VINYL 5 1/4' 1'-0'
BUG SCREEN U
CONT. PRE -FIN,
MTL DRIP EDGE
26 x 4'
11/89 x 80
1 /2" x 7" Lg ANCHOR
BOLTS I G" 0.0.
H 3'- 4' A
TO,M. V
3/4" x 10"
-CONT. BOND BEAM
W/ 2-#5
1
INK TF
N 78
0,
T L
YW
Nil
Wall Section
k I 'XIA0 - 1$_n"
IA
)'D
General Notes
1 00 NOT SCALE DRAWINGS TO OBTAIN DIMEN51ON5.
CRITICAL DIMEN51ON5 NOT FOUND SHOULD BE FIELD
VERIFIED OR OBTAINED FROM THE ARCHITECT.
IF 015CREFANCIES OCCUR BETWEEN THE DRAWING5,
NOTIFY THE ARCHITECT IMMEDIATLEY.
2. CONTRACTOR 5HALL VERIFY ALL EX15TING ON I ION5
AND DIMEN51ON5 IN THE FIELD. NOTIFY THE ARCHITECT
IMMEDIATELY OF ANY DISGREPANCIE5 PRIOR TO
COMMENCING ANY WORK AFFECTED.
3. UNLE55 NOTED OTHERW6E, DIMENSIONS ARE FROM F'AOE
OF MA50NRY OR FROM FACE OF WOOD FRAMING.
MASONRY DIMENSIONS ARE NOMINAL.
4� NOTES ON ONE DRAWING OR DETAIL APPLY TO ALL 51MILAR
DRAWINGS OR DETAILS.
5. ALL WALL$ ARE TO BE 80 OMU�
G, BUILDING CON5TRUCTION = TYPE 213
7. PAINT ALL EXF05ED SURFACE& EXCEPT PREFINISHED
MATERIAL5 AND CONCRETE FLOORS.
8. DE5167N 50L BEARING PRESSURE 15 A55UMED TO BE
2000 psf. IF N$UFFICtENT BEARNG 6 ENCOUNTERED
NOTIFY ARCHITECT BEFORE PROCEEDING,
STRUCTURAL LOADS:
A, 1ff__LQ_AP_� BUILDING CODE OF NY$ I G07
B� 90 -OE WA BG of NY$ I G07-11
MINIMUM ROOF LIVE LOAD .................... 20 FSF
0. 5NOW LOADS BC of NY!5 I G08
ROUND 0 LO'PgN5
SLOPED ROOF SNOW LOADS A5GE-7
D, WIND LOAD BG of NYS I GOq
MAIN WIND FORGE RESISTING SYSTEM LOADS ...... A5CE-7
COMPONENTS AND CLADDING LOADS ............ ASCE-7
BASIC WIND SPEED C3 SEGOND 67UST), V ........ 110 MPH
EXPOSURE CATEGORY ..................... 5
WIND LOAD IMPORTANCE FACTOR, Iw ............ 1.00
E. EARTHQUAKE DESIGN DATA BC of NYS IG15 - IGI7
SEISMr., USE GROUP ..........
SITE CLASS ....................... ...... D
SEISMIC DESIGN CATEC70KY ........... ...... 0
ALL PAINT TO BE EQUAL
Paint Schedule: TO THE SHERWIN WILLIAMS
PRODUCTS SHOWN FOR
PROVIDE 3 COAT$ CONVENIENCE.
AS FOLLOWS:
A. PAINT ALL EXTERIOR CMU.
1. S.W. PREPRITE BLOCK FILLER B25W25,
2 + 3. 5W AIOO SERIES 82 LATEX HOUSE PAINT.
B. PAINT ALL EXTERIOR WE) TRIM 3 COATS.
1. 15W Al 00 ALKYO WD PRIMER Y24 -W20.
2 + 3. SW Al 00 5ERIE$ 82 LATEX HOUSE PAINT.
C. PAINT ALL INTERIOR OMU AT TOILET RM5. ONLY,
1. 5.W. PREPRITE BLOCK FILLER B25W2-5.
2 + 3. 5W PROMAR ALKYD SEMIGLOSS ENAMEL B34.
0. PAINT ALL INTERIOR GYP. BO.
I� SW� PREPRITE A200 LATEX PRIMER 1328W200,
2. 5W PROMAR ALKYD 5EMIGLO55 ENAMEL B34.
Rev. No--
Dam Description:
thf=
T 0
DAp
R A AvjA/_,
ATMATECH COMPANYtI, roup
is
www.TheThomasGroup.com
x 021
OF N
aft^ oft S
Th01114 Associates
Architects + Engineers
Village of Rye Brook
Recreation Department
Rye Brook, New York 10573
Pine Ridge Park - Bathroom &
Storage Building - Bldg A
Garibaldi Park Toilet Rooms - Bldg B
Floor Plans, Elevations, Sections,
Details, Door & Equipment Schedule
Drawn by.
Date:
Drawing No.:
March 5, 2003
Vfflage of Rye Brook Project No.:
2 3 1 4 q 10 12 13 1 14 1 15 -1 IG 17
Keyed Notes
EXTERIOR
METER PP2
TRANSFORMER I OOA MCB
CBY UTLITY3 0 240/120V K4
10 3 WIRE
12 CIRCUIT
0 8 IN. AUTOMATIC WALL FAN WITH METAL GRILLE:
THROU6H-THE-WALL DESIGN WITH 4.5 IN. TO q.5 IN.
ADJUSTABLE HOUSING; REQUIRES NO DUCTWORK; 180 CFM;
PERMANENTLY LUBRICATED MOTORi POLYMERIC FAN BLADE;
WHITE, POWDER -COATED, 22-GUAGE STEEL GRILLE; FOAM
INSULATED DOOR AND STEEL HOUSIN6 PAINTED TO MATCH
DOOR FRAMES; WIRED TO RESPECTIVE ROOM'S LIGHT SWITCH;
120 VOLTS; REFER TO ELEVATIONS FOR LOCATIONS. 15ROAN
NO. 5OqMC7 OR EQUAL. CTYPIGAL OF 2)
PROVIDE A FLUSH MOUNT AND 5TACKABLE PULL BOX, 51ZED
PER THE: NEC AT THE LOCATIONC5) INDICATED. COVERCS)
TO BE LABELED "POWER".
PROVIDE A LOCKABLE, NEMA 3R RATED PANELBOARD
ENCLOSURE.
C A
TRANSITITION
PULLBOX
TO R(55 AFTER LIGHT FIXTURE SCHEDULE
J_L IJB CONDUIT SWEEP TYPE MANINACTUREIR CATALOG NUMBBt VOLTS SIZE MOUNTING FL INC NO WATTAGE LAMPS
CONDUIT I COOPER - FAIL SAFE FSRC - 64A - 120V - ViRSO 120 1OW3" SURFACE X 64 (2)-32W T8
�unuTy POLE SWEEP 2 COOPER - FAIL SAFE RVR - 12 - 7OMH - E)T - SK - CP 120 1 12" DIA, REOMSED x 70 (I)JOW MH
W/ GUY WIRES 3 NOT USM
Service General Notes; 4 NOT USED
A. ALL WORK A550CIATED WITH THE INSTALLATION OF THE
NOTE- NEW ELECTRIC SERVICE SMALL BE IN STRICT ACCORDANCE
COORDINATE UTILITY POLE REQUIREMENTS WITH ALL REGULATIONS AND APPLICABLE CODES.
WITH CON ED15ON SPEGIFICATIONS. COORDINATE ALL WORK WITH CON EDISON, INC.
- - - - I — - 11 � I I � � I I* - __ - — �� A I t 1311rNtrin I- n em 1111M I IT I rricrit.
CONDUIT AND CONDUCTOR SCHEDULE
Panel PP2
LOCATION; EXTERIOR
MOUNTING- SURFACE
VOLTAGE/PHASE- 1201240V, 1 -PH.
MIN AIC RATING: 10,000
0. ELECTRICAL CONTRACTOR SMALL COORDINATE ALL WORK
BUSS/ MAIN: 100A M.CJ3.
FEEDER. 3010, 1#4 ONO., 3- C.
FED FROW AWTER
ACCESSORIES: MCB RATED FOR SERVICE
DIISCONNECT
CKr
#
LOAD DESCRIPTION
CKr BKR
AMP POLE
LOAD
WATTS PH WATTS
CKr BKR
LOAD DESCFUPn0N
CKT
III
POLE
AMP
I
LIGHTS, FANS: 100, 102
20
1
800 A 200
1
20
EXTERIOR LIC4ITS 00A Et!0_199PL_�L
_�_
3
OUTLET. EXTERIOR
20
1
200 8 1600
2
I
20
i
WATER HEATER (VIA DISCONNECT)
4
5
ISPARE 20
1 A IWO
F Is I
7
SPARE
20
1
B
2
20 ISPARE
8 1
9
SPARE 20
1 A
10 1
III
SPARE
20
1
a
1
20 ISPARE
12 1
0 8 IN. AUTOMATIC WALL FAN WITH METAL GRILLE:
THROU6H-THE-WALL DESIGN WITH 4.5 IN. TO q.5 IN.
ADJUSTABLE HOUSING; REQUIRES NO DUCTWORK; 180 CFM;
PERMANENTLY LUBRICATED MOTORi POLYMERIC FAN BLADE;
WHITE, POWDER -COATED, 22-GUAGE STEEL GRILLE; FOAM
INSULATED DOOR AND STEEL HOUSIN6 PAINTED TO MATCH
DOOR FRAMES; WIRED TO RESPECTIVE ROOM'S LIGHT SWITCH;
120 VOLTS; REFER TO ELEVATIONS FOR LOCATIONS. 15ROAN
NO. 5OqMC7 OR EQUAL. CTYPIGAL OF 2)
PROVIDE A FLUSH MOUNT AND 5TACKABLE PULL BOX, 51ZED
PER THE: NEC AT THE LOCATIONC5) INDICATED. COVERCS)
TO BE LABELED "POWER".
PROVIDE A LOCKABLE, NEMA 3R RATED PANELBOARD
ENCLOSURE.
C A
TRANSITITION
PULLBOX
TO R(55 AFTER LIGHT FIXTURE SCHEDULE
J_L IJB CONDUIT SWEEP TYPE MANINACTUREIR CATALOG NUMBBt VOLTS SIZE MOUNTING FL INC NO WATTAGE LAMPS
CONDUIT I COOPER - FAIL SAFE FSRC - 64A - 120V - ViRSO 120 1OW3" SURFACE X 64 (2)-32W T8
�unuTy POLE SWEEP 2 COOPER - FAIL SAFE RVR - 12 - 7OMH - E)T - SK - CP 120 1 12" DIA, REOMSED x 70 (I)JOW MH
W/ GUY WIRES 3 NOT USM
Service General Notes; 4 NOT USED
A. ALL WORK A550CIATED WITH THE INSTALLATION OF THE
NOTE- NEW ELECTRIC SERVICE SMALL BE IN STRICT ACCORDANCE
COORDINATE UTILITY POLE REQUIREMENTS WITH ALL REGULATIONS AND APPLICABLE CODES.
WITH CON ED15ON SPEGIFICATIONS. COORDINATE ALL WORK WITH CON EDISON, INC.
- - - - I — - 11 � I I � � I I* - __ - — �� A I t 1311rNtrin I- n em 1111M I IT I rricrit.
SERVICES TO REMAIN OPERATIONAL UNTIL NEW SERVICE B. COORDINATE ALL ELECTRICAL WORK AND POWER
15 INSTALLED. METER-,--, OUTAGES WITH OWNER AND OTHER TRADES PRIOR TO THE
E. REPAIR ALL SURFACES TO PRE-GONSTRUCTION CONDITION, WO we START OF CONSTRUCTION. NO POWER OUTAGES SMALL
TH15 INCLUDES BACK FILL, SEEDING, AND REPAIR OR ASPHALT. PANEL 3 OCCUR WITHOUT OWNER'S PRIOR KNOWLEDGE.
AT LOCATIONS RECEIVING NEW SURFACES UNDER LAND50APE PP2
Power Riser D CONTRACT. ELECTRICAL CONTRACTOR SMALL BACK FILL PP2_1 WATER C. ALL DEVICES SMALL BE RECESSED IN NEW CONSTRUCTION,
I TO 12" BELOW GRADE. 1A f INTER
3 No Scalts
F. ELECTRICAL CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL D. UNLESS NOTED ELSEWHERE ON THE CONTRACT
COSTS, FEES, AND PERMITS AS REQUIRED BY CON E0150N. INC. REFER TO ELEVATIONS. DOCUMENTS, THE FOLLOWING LIST REPRESENTS THE TYPICAL
ASSOCIATED WITH THE INSTALLATION OF THE NEW SERVICE. CONCEAL CIRCUITRY WITHIN BUILDING. MOUNTING HEIGHTS FOR THE DEVICES SHOWN-
CTYP1CAL)
REFER TO TITLE SMEET FOR STANDARD SYMBOLS I I
tu a. SWITCHES ........ ............... ................... .......... 45ffCTO TOP)
AND ABBREVIATIONS. Ex� EXHAUST b.RECEPTACLE5 .... - ......... * ....... * ........... .... 11 .... .. ...... -1 Gn
FAN (EF) PP2-4 PP2-2 FAN CE17) c� POWER PANELS I ...... .... ... ......... ___ .... 32"CTO TOP)
M. INSTALL UNDERGROUND PVC 50HEOULE 80 CONDUITS AS d. DISGONNECT SWITCHES ............ .......................... __GO"CTO TOP)
INDICATED ON THIS DRAWING. DISCONNECT:
250V 2P, NEMA THE HEIGHTS INDICATED SMALL BE NOMINAL TO THE BOTTOM
I ENCLOSURE OF THE BOX, REQUIRING ONLY ONE BLOCK CUT FOR FLUSH
- Electrical Specifications-, MOUNTED DEVICES. MAINTAIN HEIGHT CONSISTENCY BETWEEN
SURFACE AND FLUSH MOUNTED DEVICES.
1. FURNISH ALL REQUIRED LABOR, MATERIAL15 AND EQUIPMENT
NEGE55ARY TO COMPLETE ALL ELECTRICAL WORK INDICATED E. ELECTRICAL WORK SHALL INCLUDE, BUT IS NOT LIMITED TO,
ON THESE DRAWINGS, ALL MATERIALS SMALL BE NEW AND TOP Power and Lighting Plan ALL POWER D15TRIBUTION WORK INCLUDING PANELS, FEEDERS,
QUALITY, FREE FROM DEFECTS AND L15TED BY THE BRANCH CIRCUIT WIRING, AND POWER RECEPTACLES AND HVING
U- UNDERWRITER'S LABORATORY, AND BEARIN& THEIR LABEL FOR /8'=I' -O" WORK INDICATED ON DRAWINGS,
THE U5EINTENDED.
2, MAKE NO POWER INTERRUPTION WITHOUT THE OWNER'S r. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES.
CONSENT. CLEAN ALL EQUIPMENT BEFORE LEAVING THE J013 TO BUILDING STEEL
SITE. FULLY COORDINATE INTERRUPTION OF EX15TING SYSTEMS GROUNDING ELECTRODE. 6. ELECTRICAL CONTRACTOR SMALL PROVIDE TEMPORARY
AND SERVICES, NEUTRAL 5U5 POWER AND TELEPHONE DURING CONSTRUCTION. EXISTING
SERVICES TO REMAIN OPERATIONAL UNTIL NEW SERVICES
3. PROVIDE COMPLETE TYPEWRITTEN DIRECTORIES FOR ALL GROUNDING ELECTRODE CONDUCTOR ARE INSTALLED,
PANELS WITH A BRIEF DESCRIPTION OF CIRCUIT COVERAGE. MAIN BONDING JUMPER (SIZED PER NEC ARTIOLE 250.GG)
INSTALL SCHEDULE UNDER PLASTIC COVER. [SIZED PER NEC ARTICLE 25028) H. CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS,
4. GROUND ALL EQUIPMENT AS REQUIRED BY NFPA 70-ZOOZ ARRANGEMENTS AND ELECTRICAL CHARACTERISTICS IN THE
AND/OR O.S.M.A. GROUND CLAMP FIELD PRIOR TO BID. PROMPTLY NOTIFY ARCHITECT/ENOINEER
GROUNDED CONDUCTOR FLEXIBLE JUMPER q) OF ANY DISCREPANCIES.
5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CABLES (NEUTRAL) TO STRAP
WHETHER DELINEATED SPECIFICALLY OR NOT. SIZE!5MALL BE SERVICE EQUIPMENT
AS REQUIRED BY THE RE.G. M)
G. ALL WORK SMALL BE IN ACCORDANCE WITH N.E.C. NFPA GROUNDING CONNECTION �"--GROUND BUS I
70-2002 AND LOCAL CODES. LOCAL OODE5 SUPERSEDE FROM GROUNDED SERVICE I -.,/ WATER PIPE
SPECIFICATIONS. CONDUCTOR TO GROUNDING WATER METER CMETAL UNDERGROUND
ELECTRODE COUT54DE BLDG.) WATER PIPE GROUNDING
7. NO STRUCTURAL STEEL SMALL BE DRILLED WITHOUT THE SERVICE PANEL ELECTRODE)
OWNER'S CONSENT. GROUNDING ELECTRODE CONDUCTOR CONCRETE ENCASED
8, INCLUDE ALL MOUNTING POSTS, BRACKETS, FRAMES, ETC. [SIZED PEP, NEC ARTICLE 250.GGI_,_� GROUNDING ELECTRODE
THESE SMALL BE ALUMINUM OR GALVANIZED WITH A PVC
COATING.
q. ALL REQUIRED SPLICE$ ARE TO BE MADE IN STAMPED METAL -WELDED CONNECTION CTYPICAL) FOOTER CONCRETE
BOXES OR EQUIVALENT. REINFORCEMENT 0\
10. SUPPLY ALL LIGHTING FIXTURE5 COMPLETE WITH� LAMPS. C2) 3/4" Dik x 10'-0" NOTE: BOND ALL OTHER METAL
It. CONDUCTORS SHALL BE COPPER AND HAVE ThhN INSULATION. COPPER GLAD GROUND RODS PIPING AND METAL DUCTWORK
ALL CABLES TO HAVE BEEN MANUFACTURED SINCE JULY I qq5. SYSTEMS TO THE SERVICE
ALL CONDUCTORS SHALL BE STRANDED. MINIMUM CONDUCTOR GROUNDING ELECTRODE SYSTEM.
51ZE 15 #12 AW6 FOR ALL CIRCUITS. TYPE MC CABLE MAY BE
USED FOR BRANCH CIRCUT5 ONLY WHERE PERMITTED BY CODE. ypical System Grounding Connection Detail
R161D RACEWAY, CONDUIT OR EMT SMALL BE USED FOR ALL 4 — Vo
CIRCUIT HOMERUNS AS REQUIRED BY CODE, No Scale
BASED ON THE 2002 NEC
12. CABLES SMALL BE KEPT A MINIMUM OF G` FROM ALL HEAT
DUCTS, REGISTERS AND PIPING.
13. WHERE GABLE5 RUN THROUGH CONCRETE OR BLOCK WALLS,
THE CONTRACTOR SHALL PROVIDE THE NECESSARY
BREAKTHROL*H PIPE SLEEVE AND ALL REQUIRED PATCHINC7,
FIRESTOPPING AND SEALANT.
14. ALL WIRE TERMINALS $HALL BE IDENTIFIED WITH WIRE NUMBERS \0
CORRESPONDING TO CIRCUIT NUMBERS USING BRADY LABELS AT
BOTH ENDS.
15, PROVIDE ONE YEAR GUARANTEE ON ALL PARTS AND LABOR.
REPLACE LAMPS WHICH FAIL WITHIN ONE MONTH OF CONTRACT 'Rev. Naz Date DescrIption:
COMPLETION. SERVICE
TRENCH
1 G. PROVIDE ALL CUTTING AND PATCHING NOT BEING DONE BY � �4 DETAIL
OTHER TRADES. PROVIDE ALL OPENINGS AND CHASES. COORDINATE
17. PROVIDE SHOP DRAWINGS FOR APPROVAL OF ALL L16HT EXACT LOCATIONj
FIXTURE$, WIRING DEVICES, ETC. OF THIS FULLBOX
18. OBTAIN UNDERWRITER'S CERTIFICATE AND 5UBMIT APPROVAL TO FULLBOX Of! WITH CON EDIS40N
ENGINEER.
1q. ALL TESTING SHALL BE DONE WITH THE OWNER'S lft UTILITY
REPRESENTATIVE PRESENT. POLE
20. ALL SWITCHES, ENCLOSURES, ETC. SHALL BE CONNECTED �*_D ARr,
THROUGHOUT TO THE GROUND WIRE, ONE END TO TERMINATE =the 5RA
AT GROUNDING SYSTEM. COMPLY WITH N.E.G. FOR SEPARATELY 411
DERIVED SYSTEM GROUNDING. 4q
21. OBTAIN AND PAY FOR ALL PERMIT5, CERTIFICATES AND Thomas Ln :E
INSPECTION FEES AND SERVICE FEES IN FULL. PREPARE AND FN15H GRADE ATVtfkATECHC0MffiWgr0UP J";, 4-1 'IbP
OBTAIN APPROVAL OF SPECIFIC DRAWIN(95 THAT MAY BE
Q 0215
REQUIRED BY PROPER AUTHORITIES. DELIVER CERTIFICATES OF CLEAN FILL
R
www.TheThomasGroup.COM
APPROVAL TO ARCHITECT BEFORE REQUE5T FOR FINAL COMPACTED EVE NEN'
..... .....
PAYMENT.
4' BY CONTRACTOR.
22, CONTRACTOR SMALL V151T 51TE AND FAMILIARIZE HIMSELF WITH 3
UNDERGROUND TAPE . .... . '-0' CMN.3
EX15TIN6 CONDITIONS BEFORE 5UBMITTIN16 HIS DID.
CCONFORM TO
23. EFFECTIVELY PROTECT ALL MATERIAL AND EQUIPMENT FROM 40 (MINIMUM) 5AND NEC + UTILITY
DUST, DIRT AND DAMAGE UNTIL FINAL ACCEPTANCE. ABOVE CONDUIT COMPANY
24. DURING CONSTRUCTION, ALL WORK SHALL BE DONE IN SUCH A REQUIREMENTS) Thols"llas Associates
CO -311 PVC,
MANNER TO KEEP DIRT, DUST AND N015E TO A MINIMUM. WORK SERVICE CONDUIT
SHALL BE LEFT CLEAN AND SAFE AT THE END OF EACH WORK 0 Architects + En^ineers
DAY. 4" CMINIMIUIM) SAND
BELOW CONDUIT
25, PLANS ARE REGARDED AS SCHEMATIC. VERIFY ALL LOCATIONS
IN THE FIELD BEFORE CONSTRUCTION OR INSTALLATION.
DRAWINGS MAY NOT SHOW ALL SUPPORTS, FITTINGS OR Village of Rye Brook
APPARATUS NECE55ARY TO COMPLETE WORK. NOTIFY
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICT5� Recreation Department
2G. PROVIDE A FULL SET OF "A$-BULT" DOCUMENTS INDICATING Rye Brook, New York 10573
ALL NEW WORK AND 0HAN6ES TO DE546N DOCUMENTS DUE TO G' MIN.
FIELD CONDITIONS, ETC. AT REQUEST FOR FINAL PAYMENT, CL30TH SIDES)
27, ALL WORK TO BE INSTALLED LEVEL AND PLUMB. GARIBALDI PLACg
28. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS AND BRACING Service Trench Detail Garibaldi Park
FOR INSTALLATION OF ALL NEW WORK. 5 No Scale
24L CIRCUIT NUMBERS ON Ttf DRAWINGS ARE FOR IDENTIFICATION
ONLY. INSTALL BREAKERS AND WIRE CIRCUITS TO MAINTAIN
BALANCE OF LOADS ACROSS ALL PHASE$.
Electrical Site, Lighting and Power Plans
z N Electrical Site Plan z Dmwn br. Date: DmvAng Nw
2 CIMW Jammy 23,2003
T+ Project No.: L3
5932.2
T
CONDUIT AND CONDUCTOR SCHEDULE
W. Vr-Klr, 1 L1JU1A11kJF4;:) VF ALL I MWN
TO EXCAVATION.
0. ELECTRICAL CONTRACTOR SMALL COORDINATE ALL WORK
General Notesi
TAG
CONDUCTORS
CONDUIT
DESCRIPTION
WITH OTHER TRADES.
D. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY
FP2_3
01
A. REFER TO DRAWING SA FOR STANDARD SYMBOLS AND
ABBREVIATIONS.
3-#1/0, 1-#4 GND.
I -W
SERVICE ENTRANCE CONDUCTORS
POWER DURING CONSTRUCTION AS REQUIRED- EXISTING
GFI
WP
SERVICES TO REMAIN OPERATIONAL UNTIL NEW SERVICE B. COORDINATE ALL ELECTRICAL WORK AND POWER
15 INSTALLED. METER-,--, OUTAGES WITH OWNER AND OTHER TRADES PRIOR TO THE
E. REPAIR ALL SURFACES TO PRE-GONSTRUCTION CONDITION, WO we START OF CONSTRUCTION. NO POWER OUTAGES SMALL
TH15 INCLUDES BACK FILL, SEEDING, AND REPAIR OR ASPHALT. PANEL 3 OCCUR WITHOUT OWNER'S PRIOR KNOWLEDGE.
AT LOCATIONS RECEIVING NEW SURFACES UNDER LAND50APE PP2
Power Riser D CONTRACT. ELECTRICAL CONTRACTOR SMALL BACK FILL PP2_1 WATER C. ALL DEVICES SMALL BE RECESSED IN NEW CONSTRUCTION,
I TO 12" BELOW GRADE. 1A f INTER
3 No Scalts
F. ELECTRICAL CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL D. UNLESS NOTED ELSEWHERE ON THE CONTRACT
COSTS, FEES, AND PERMITS AS REQUIRED BY CON E0150N. INC. REFER TO ELEVATIONS. DOCUMENTS, THE FOLLOWING LIST REPRESENTS THE TYPICAL
ASSOCIATED WITH THE INSTALLATION OF THE NEW SERVICE. CONCEAL CIRCUITRY WITHIN BUILDING. MOUNTING HEIGHTS FOR THE DEVICES SHOWN-
CTYP1CAL)
REFER TO TITLE SMEET FOR STANDARD SYMBOLS I I
tu a. SWITCHES ........ ............... ................... .......... 45ffCTO TOP)
AND ABBREVIATIONS. Ex� EXHAUST b.RECEPTACLE5 .... - ......... * ....... * ........... .... 11 .... .. ...... -1 Gn
FAN (EF) PP2-4 PP2-2 FAN CE17) c� POWER PANELS I ...... .... ... ......... ___ .... 32"CTO TOP)
M. INSTALL UNDERGROUND PVC 50HEOULE 80 CONDUITS AS d. DISGONNECT SWITCHES ............ .......................... __GO"CTO TOP)
INDICATED ON THIS DRAWING. DISCONNECT:
250V 2P, NEMA THE HEIGHTS INDICATED SMALL BE NOMINAL TO THE BOTTOM
I ENCLOSURE OF THE BOX, REQUIRING ONLY ONE BLOCK CUT FOR FLUSH
- Electrical Specifications-, MOUNTED DEVICES. MAINTAIN HEIGHT CONSISTENCY BETWEEN
SURFACE AND FLUSH MOUNTED DEVICES.
1. FURNISH ALL REQUIRED LABOR, MATERIAL15 AND EQUIPMENT
NEGE55ARY TO COMPLETE ALL ELECTRICAL WORK INDICATED E. ELECTRICAL WORK SHALL INCLUDE, BUT IS NOT LIMITED TO,
ON THESE DRAWINGS, ALL MATERIALS SMALL BE NEW AND TOP Power and Lighting Plan ALL POWER D15TRIBUTION WORK INCLUDING PANELS, FEEDERS,
QUALITY, FREE FROM DEFECTS AND L15TED BY THE BRANCH CIRCUIT WIRING, AND POWER RECEPTACLES AND HVING
U- UNDERWRITER'S LABORATORY, AND BEARIN& THEIR LABEL FOR /8'=I' -O" WORK INDICATED ON DRAWINGS,
THE U5EINTENDED.
2, MAKE NO POWER INTERRUPTION WITHOUT THE OWNER'S r. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES.
CONSENT. CLEAN ALL EQUIPMENT BEFORE LEAVING THE J013 TO BUILDING STEEL
SITE. FULLY COORDINATE INTERRUPTION OF EX15TING SYSTEMS GROUNDING ELECTRODE. 6. ELECTRICAL CONTRACTOR SMALL PROVIDE TEMPORARY
AND SERVICES, NEUTRAL 5U5 POWER AND TELEPHONE DURING CONSTRUCTION. EXISTING
SERVICES TO REMAIN OPERATIONAL UNTIL NEW SERVICES
3. PROVIDE COMPLETE TYPEWRITTEN DIRECTORIES FOR ALL GROUNDING ELECTRODE CONDUCTOR ARE INSTALLED,
PANELS WITH A BRIEF DESCRIPTION OF CIRCUIT COVERAGE. MAIN BONDING JUMPER (SIZED PER NEC ARTIOLE 250.GG)
INSTALL SCHEDULE UNDER PLASTIC COVER. [SIZED PER NEC ARTICLE 25028) H. CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS,
4. GROUND ALL EQUIPMENT AS REQUIRED BY NFPA 70-ZOOZ ARRANGEMENTS AND ELECTRICAL CHARACTERISTICS IN THE
AND/OR O.S.M.A. GROUND CLAMP FIELD PRIOR TO BID. PROMPTLY NOTIFY ARCHITECT/ENOINEER
GROUNDED CONDUCTOR FLEXIBLE JUMPER q) OF ANY DISCREPANCIES.
5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CABLES (NEUTRAL) TO STRAP
WHETHER DELINEATED SPECIFICALLY OR NOT. SIZE!5MALL BE SERVICE EQUIPMENT
AS REQUIRED BY THE RE.G. M)
G. ALL WORK SMALL BE IN ACCORDANCE WITH N.E.C. NFPA GROUNDING CONNECTION �"--GROUND BUS I
70-2002 AND LOCAL CODES. LOCAL OODE5 SUPERSEDE FROM GROUNDED SERVICE I -.,/ WATER PIPE
SPECIFICATIONS. CONDUCTOR TO GROUNDING WATER METER CMETAL UNDERGROUND
ELECTRODE COUT54DE BLDG.) WATER PIPE GROUNDING
7. NO STRUCTURAL STEEL SMALL BE DRILLED WITHOUT THE SERVICE PANEL ELECTRODE)
OWNER'S CONSENT. GROUNDING ELECTRODE CONDUCTOR CONCRETE ENCASED
8, INCLUDE ALL MOUNTING POSTS, BRACKETS, FRAMES, ETC. [SIZED PEP, NEC ARTICLE 250.GGI_,_� GROUNDING ELECTRODE
THESE SMALL BE ALUMINUM OR GALVANIZED WITH A PVC
COATING.
q. ALL REQUIRED SPLICE$ ARE TO BE MADE IN STAMPED METAL -WELDED CONNECTION CTYPICAL) FOOTER CONCRETE
BOXES OR EQUIVALENT. REINFORCEMENT 0\
10. SUPPLY ALL LIGHTING FIXTURE5 COMPLETE WITH� LAMPS. C2) 3/4" Dik x 10'-0" NOTE: BOND ALL OTHER METAL
It. CONDUCTORS SHALL BE COPPER AND HAVE ThhN INSULATION. COPPER GLAD GROUND RODS PIPING AND METAL DUCTWORK
ALL CABLES TO HAVE BEEN MANUFACTURED SINCE JULY I qq5. SYSTEMS TO THE SERVICE
ALL CONDUCTORS SHALL BE STRANDED. MINIMUM CONDUCTOR GROUNDING ELECTRODE SYSTEM.
51ZE 15 #12 AW6 FOR ALL CIRCUITS. TYPE MC CABLE MAY BE
USED FOR BRANCH CIRCUT5 ONLY WHERE PERMITTED BY CODE. ypical System Grounding Connection Detail
R161D RACEWAY, CONDUIT OR EMT SMALL BE USED FOR ALL 4 — Vo
CIRCUIT HOMERUNS AS REQUIRED BY CODE, No Scale
BASED ON THE 2002 NEC
12. CABLES SMALL BE KEPT A MINIMUM OF G` FROM ALL HEAT
DUCTS, REGISTERS AND PIPING.
13. WHERE GABLE5 RUN THROUGH CONCRETE OR BLOCK WALLS,
THE CONTRACTOR SHALL PROVIDE THE NECESSARY
BREAKTHROL*H PIPE SLEEVE AND ALL REQUIRED PATCHINC7,
FIRESTOPPING AND SEALANT.
14. ALL WIRE TERMINALS $HALL BE IDENTIFIED WITH WIRE NUMBERS \0
CORRESPONDING TO CIRCUIT NUMBERS USING BRADY LABELS AT
BOTH ENDS.
15, PROVIDE ONE YEAR GUARANTEE ON ALL PARTS AND LABOR.
REPLACE LAMPS WHICH FAIL WITHIN ONE MONTH OF CONTRACT 'Rev. Naz Date DescrIption:
COMPLETION. SERVICE
TRENCH
1 G. PROVIDE ALL CUTTING AND PATCHING NOT BEING DONE BY � �4 DETAIL
OTHER TRADES. PROVIDE ALL OPENINGS AND CHASES. COORDINATE
17. PROVIDE SHOP DRAWINGS FOR APPROVAL OF ALL L16HT EXACT LOCATIONj
FIXTURE$, WIRING DEVICES, ETC. OF THIS FULLBOX
18. OBTAIN UNDERWRITER'S CERTIFICATE AND 5UBMIT APPROVAL TO FULLBOX Of! WITH CON EDIS40N
ENGINEER.
1q. ALL TESTING SHALL BE DONE WITH THE OWNER'S lft UTILITY
REPRESENTATIVE PRESENT. POLE
20. ALL SWITCHES, ENCLOSURES, ETC. SHALL BE CONNECTED �*_D ARr,
THROUGHOUT TO THE GROUND WIRE, ONE END TO TERMINATE =the 5RA
AT GROUNDING SYSTEM. COMPLY WITH N.E.G. FOR SEPARATELY 411
DERIVED SYSTEM GROUNDING. 4q
21. OBTAIN AND PAY FOR ALL PERMIT5, CERTIFICATES AND Thomas Ln :E
INSPECTION FEES AND SERVICE FEES IN FULL. PREPARE AND FN15H GRADE ATVtfkATECHC0MffiWgr0UP J";, 4-1 'IbP
OBTAIN APPROVAL OF SPECIFIC DRAWIN(95 THAT MAY BE
Q 0215
REQUIRED BY PROPER AUTHORITIES. DELIVER CERTIFICATES OF CLEAN FILL
R
www.TheThomasGroup.COM
APPROVAL TO ARCHITECT BEFORE REQUE5T FOR FINAL COMPACTED EVE NEN'
..... .....
PAYMENT.
4' BY CONTRACTOR.
22, CONTRACTOR SMALL V151T 51TE AND FAMILIARIZE HIMSELF WITH 3
UNDERGROUND TAPE . .... . '-0' CMN.3
EX15TIN6 CONDITIONS BEFORE 5UBMITTIN16 HIS DID.
CCONFORM TO
23. EFFECTIVELY PROTECT ALL MATERIAL AND EQUIPMENT FROM 40 (MINIMUM) 5AND NEC + UTILITY
DUST, DIRT AND DAMAGE UNTIL FINAL ACCEPTANCE. ABOVE CONDUIT COMPANY
24. DURING CONSTRUCTION, ALL WORK SHALL BE DONE IN SUCH A REQUIREMENTS) Thols"llas Associates
CO -311 PVC,
MANNER TO KEEP DIRT, DUST AND N015E TO A MINIMUM. WORK SERVICE CONDUIT
SHALL BE LEFT CLEAN AND SAFE AT THE END OF EACH WORK 0 Architects + En^ineers
DAY. 4" CMINIMIUIM) SAND
BELOW CONDUIT
25, PLANS ARE REGARDED AS SCHEMATIC. VERIFY ALL LOCATIONS
IN THE FIELD BEFORE CONSTRUCTION OR INSTALLATION.
DRAWINGS MAY NOT SHOW ALL SUPPORTS, FITTINGS OR Village of Rye Brook
APPARATUS NECE55ARY TO COMPLETE WORK. NOTIFY
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICT5� Recreation Department
2G. PROVIDE A FULL SET OF "A$-BULT" DOCUMENTS INDICATING Rye Brook, New York 10573
ALL NEW WORK AND 0HAN6ES TO DE546N DOCUMENTS DUE TO G' MIN.
FIELD CONDITIONS, ETC. AT REQUEST FOR FINAL PAYMENT, CL30TH SIDES)
27, ALL WORK TO BE INSTALLED LEVEL AND PLUMB. GARIBALDI PLACg
28. PROVIDE ALL NECESSARY BLOCKING, SUPPORTS AND BRACING Service Trench Detail Garibaldi Park
FOR INSTALLATION OF ALL NEW WORK. 5 No Scale
24L CIRCUIT NUMBERS ON Ttf DRAWINGS ARE FOR IDENTIFICATION
ONLY. INSTALL BREAKERS AND WIRE CIRCUITS TO MAINTAIN
BALANCE OF LOADS ACROSS ALL PHASE$.
Electrical Site, Lighting and Power Plans
z N Electrical Site Plan z Dmwn br. Date: DmvAng Nw
2 CIMW Jammy 23,2003
T+ Project No.: L3
5932.2
T
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----- -----
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THROUGH-Thf-WALL DESIGN WITH 4.5 IN, To q.5 IN.
GROUNDING ELECTRODE.
NEUTRAL BUS
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zip
GROUNDING ELECTRODE CONDUCTOR
SERVICE ENTRANCE: CONDUCTORS
Electrical Specifications:
I . FURN15H ALL REQUIRED LA50R, MATERIAL$ AND EQUIPMENT
NECE55ARY TO COMPLETE ALL ELECTRICAL WORK INDICATED
ON THESE DRAWINGS. ALL MATERIAL$ SHALL BE NEW AND TOP
QUALITY, FREE FROM DEFECTS AND LISTED BY THE
UNDERWRITERS LABORATORY, AND BEARING THEIR LABEL FOR
THE USE INTENDED.
2. MAKE NO FOWeR INTERRUPTION WITHOUT THE OWNER'S
CONSENT, CLEAN ALL EQUIPMENT BEFORE LEAVING THE JOB
SITE. FULLY COORDINATE INTERRUPTION Of EXISTING SYSTEMS
AND SERVICES.
3. PROVIDE COMPLETE TYPEWRITTEN DIRECTORIES FOR ALL
PANELS WITH A BRIEF DESCRIPTION OF CIRCUIT COVERAGE.
INSTALL SCHEDULE UNDER PLASTIC COVER.
4. GROUND ALL EQUIPMENT AS REQUIRED BY NFPA 70-2002
ANWOR 0.5.M.A.
0 5, PROVIDE A GREEN GROUND CONDUCTOR IN ALL CABLES
WHETHER DELINEATED SPECIFICALLY OR NOT. 51ZE WALL BE
AS REQUIRED BY THE N.E.G.
ro. ALL WORK SHALL BE IN ACCORDANCE WITH N.E.C. NFFA
70-2002 AND LOCAL CODES. LOCAL CODES SUPERSEDE
SPECIFICATIONS.
7, NO 5TRUCTURALSTEEL SMALL BE ORLLED WITHOUT THE
OWNEWS CONSENT.
8, INCLUDE ALL MOUNTIN15 POSTS, BRACKETS, FRAMES, ETC,
THESE SHALL BE ALUMINUM OR GALVANIZED WITH A PVC
COATING.
q. ALL REQUIRED SPLICES ARE TO BE MADE IN STAMPED METAL
BOXES OR EQUIVALENT.
10, 51JPPLY ALL LIGHTING FIXTURES COMPLETE WITH LAMPS.
11. CONDUCTORS SMALL BE COPPER AND HAVE THHN INSULATION,
ALL CABLES TO HAVE BEEN MANUFACTURED SINCE JULY tqq5.
ALL CONDUCTOR$ SHALL BE STRANDED. MINIMUM CONDUCTOR
51ZE 6 #12 AW& FOR ALL CIRCUITS, TYPE MC CABLE MAY BE
USED FOR BRANCH CIRCUITS ONLY WHERE PERMITTED BY CODE.
RIGID RACEWAY, CONDUIT OR EMT SHALL BE USED FOR ALL
CARCUIT HOMERUNS AS REQUIRED BY CODE,
12, CABLE$ SMALL BE KEPT A MINIMUM OF G` FROM ALL HEAT
DUCr5. RE615TERS AND PIPING.
13. WHERE CABLES RUN THROUGH CONCRETE OR BLOCK WALL$.
THE CONTRACTOR SHALL PROVIDE THE NECESSARY
BREAKTHROUGH FIFE SLEEVE AND ALL REQUIRED PATCHING,
FIRESTOPPING AND SEALANT.
14. ALL WIRE TERMINALS SMALL BE IDENTIFIED WITH WIRE NUMBER$
GORRESPONDING TO CIRCUIT NUMBERS USING BRADY LABEL$ AT
BOTH ENDS.
15. PROVIDE ONE YEAR GUARANTEE ON ALL PARTS AND LABOR.
REPLACE LAMPS WHICH FAIL WITHIN ONE MONTH OF CONTRACT
COMPLETION.
lro. PROVIDE ALL CUTTING AND FATCHING NOT BEING DONE BY
OTHER TRADES. PROVIDE ALL OPENINGS AND CHASE$.
PROVIDE SHOP DRAWINGS FOR APPROVAL OF ALL LIGHT
FIXTURES, WIRING DEVICE5. ETC�
18, OBTAIN UNDERWRITER'S, CERTIFICATE AND 9JBMIT APPROVAL TO
ENGINEER.
R ALL TESTING SMALL BE DONE WITH THE OWNER'S
REPRESENTATIVE PRESENT.
20.ALL SWITCHES. ENCLOSURES. ETC. SMALL BE CONNECTED
THROUGHOUT TO THE GROUND WIRE, ONE END TO TERMINATE
AT GROUNDING SYSTEM. COMPLY WITH N.E.C. FOR SEPARATELY
DERIVED SYSTEM GROUNDING,
21. 05TAIN AND PAY FOR ALL PERMITS, CERTIFICATES AND
945FECTION FEES AND SERVICE FEES IN FULL. PREPARE AND
OBTAIN APPROVAL OF SPECIFIC DRAWIN65 THAT MAY BE
REQUIRED BY PROPER AUTHORITIES. DELIVER CERTIFICATES OF
APPROVAL TO ARCHITECT BEFORE REQUE15T FOR FINAL
PAYMENT.
2Z CONTRACTOR SMALL VISIT SITE AND FAMILIARIZE HIMSELF WITH
EXISTING CONDITIONS BEFORE SUBMITTING HIS, BID. �
23. EFFECTIVELY PROTECT ALL MATERIAL AND EQUIPMENT FROM
DUST, DIRT AND DAMAGE UNTIL FINAL ACCEPTANCE.
24, DURING CONSTRUCTION. ALL WORK SMALL BE DONE IN SUCH A
MANNER TO KEEP DIRT, DUST AND NOISE TO A MINIMUM. WORK
SMALL BE LEFT CLEAN AND SAFE AT THE END OF EACH WORK
DAY.
25. PLANS ARE REGARDED A55CHEMATIC. VERIFY ALL LOCATIONS
IN THE FIELD BEFORE CONSTRUCTION OR INSTALLATION.
DRAWINGS MAY NOT WOW ALL SUPPORTS. FITTING$ OR
APPARATUS NECESSARY TO COMPLETE WORK. NOTIFY
ARCHITECT IMMEDIATELY OF ANY D15GREPANCIF5 OR CONFLICTS.
Zra, PROVIDE A FULL SET OF "A$-BUILTff DOCUMENT$ INDICATING
ALL NEW WORK AND CHANGES TO DESIGN DOCUMENTS DUE TO
FIELD CONDITIONS. ETC- AT REQUEST FOR FINAL PAYMENT.
1: 27. ALL WORK TO BE INSTALLED LEVEL AND PLUMB.
28, PROVIDE ALL NECESSARY BLOCKING. SUPPORTS AND BRACING
FOR INSTALLATION OF ALL NEW WORK.
29. CARCUIT NUMBERS ON THE DRAWINGS ARE FOR IDENTIFICATION
ONLY. INSTALL BREAKERS AND WIRE CARCUITS TO MAINTAIN
BALANCE OF LOAD$ AGRO55 ALL PHASES.
FA
r N
R
Service General Notes:
A, ALL WORK A550CIATED WITH THE INST ALLATION OF THE
NEW ELECTRIC SERVICE SMALL BE IN STRICT ACCORDANCE
WITH ALL REGULATIONS AND APPLICABLE CODES.
COORDINATE ALL WORK WITH CON EDISON, INC.
13. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR
TO EXCAVATION.
C. ELECTRICAL CONTRACTOR SMALL COORDINATE ALL WORK
WITH OTHER TRADES.
D. ELECTRICAL CONTRACTOR SMALL PROVIDE TEMPORARY
POWER DURING CONSTRUCTION AS REQUIRED. EXISTING
5ERVICE5 TO REMAIN OPERATIONAL UNTIL NEW SERVICE
IS- INSTALLED.
E. REPAIR ALL SURFACES TO PRE-GONSTRUCTION CONDITION.
TH15 INCLUDES BACK FILL, SEEDING, AND REPAIR OR ASPHALT.
AT LOCATIONS RECEIVING NEW SURFACES UNDER LAND50APE
CONTRACT. ELECTRICAL CONTRACTOR SMALL BACK FILL
TO 12" BELOW GRADE.
F. ELECTRICAL CONTRACTOR 15 50LELY RESPONSIBLE FOR ALL
COSTS, FEES, AND PERMITS AS REQUIRED BY CON EDISON, INC,
ASSOCIATED WITH THE INSTALLATION OF THE NEW SERVICE.
G. REFER TO TITLE SHEET FOR STANDARD SYMBOL$
AND ABBREMATION5.
M. INSTALL UNDERGROUND PVC SCHEDULE 80 CONDUITS AS
INDICATED ON THIS DRAWING.
...... . ......
0 BRACKET AND INSULATOR,
SERVICE GRIP FURNISHED BY CON EDISON.
SERVICE DROP FURNISHED BY CON EDISON.
SERVICE TAFS. ALLOW 18 INCHES LONG.
(CONNECTIONS BY CON EDISON)
SERVICE HEAD.
SERVICE CONDUIT. GALV. 2" MINIMUM.
0 CONDUIT 11ANSER.
CLEARANCE Of SERVICE DROP.
(COORDINATE WITH CON EDISON)
FINISHED GRADE.
5 ypical Weatherhead Detail
NO 5ode
NOTE: INSTALL PER CON
EDISON REQUIREMENTS.
q 10 12 J 13
14
R
TO BUILDING STEEL
THROUGH-Thf-WALL DESIGN WITH 4.5 IN, To q.5 IN.
GROUNDING ELECTRODE.
NEUTRAL BUS
IM
INSULATED DOOR AND STEEL HOUSING PAINTED TO MATCH
GROUNDING ELECTRODE CONDUCTOR
MAIN BONDING JUMPER
151ZED PER NEC ARTICLE 25O.GG)
CSIZED PER NEC ARTICLE 250.28)
CIRCUITRY AND TELEPHONE C4RCUITRY FOR REINSTALLATION.
INSTALL NEW POLE AND GUY WIRES, INSTALL XFRMR
GROUND CLAMP
GROUNDED CONDUCTOR
FLEXIBLE JUMPER
(NEUTRAL) TO
STRAP
SERVICE EQUIPMENT
:1&4_�:WATER
GROUNDING CONNECTION
GROUND BU5
FROM GROUNDED SERVICE
PIPE
CONDUCTOR TO GROUNDING
WATER METER-_/ CMETAL UNDERGROUND
ELECTRODE COUTSIDE BLDG.)
WATER PIPE GROUNDING
LIGHTS, FANS: 100, 101, 102
SERVICE PANEL ELECTRODE)
GROUNDING ELECTRODE CONDUCTOR
/-CONCRETE ENCASED
CSIZED PER NEC ARTICLE 250.GG
GROUNDING ELECTRODE
EXTERIOR LIGHTS NIA PHOTOCELP
\ILFOOTER CONCRETE
—WELDED
CONNECTION CTYPICAL)
REINFORCEMENT
20
(2) 3/4" DIA. x 10'-0" NQTF-: BOND ALL OTHER METAL
200 8 1
COPPER CLAD GROUND RODS FIFING AND METAL DUCTWORK
20
SYSTEMS TO THE SERVICE
4
GROUNDING ELECTRODE SYSTEM.
20 1 1000 A 1
1 6
7
SPARE
20
1
8
BASED ON THE 2002 NEC
...... . ......
0 BRACKET AND INSULATOR,
SERVICE GRIP FURNISHED BY CON EDISON.
SERVICE DROP FURNISHED BY CON EDISON.
SERVICE TAFS. ALLOW 18 INCHES LONG.
(CONNECTIONS BY CON EDISON)
SERVICE HEAD.
SERVICE CONDUIT. GALV. 2" MINIMUM.
0 CONDUIT 11ANSER.
CLEARANCE Of SERVICE DROP.
(COORDINATE WITH CON EDISON)
FINISHED GRADE.
5 ypical Weatherhead Detail
NO 5ode
NOTE: INSTALL PER CON
EDISON REQUIREMENTS.
q 10 12 J 13
14
R
LIGHT FIXTURE SCHEDULE
T
ow."t t I 110"I FSRC - 64A - 120V - VRSD
THROUGH-Thf-WALL DESIGN WITH 4.5 IN, To q.5 IN.
ADJUSTABLE HOUSING; REQUIRES NO DUCTWORK; 180 OFM;
Panel PIP1
IM
INSULATED DOOR AND STEEL HOUSING PAINTED TO MATCH
DOOR FRAMES; WIRED TO RESPECTIVE ROOM'$ LIGHT $WITCH;
mm
LOCATION: STORAGE 101
MOUNTING: SURFACE
VOLTAGE/PHASE: 120124OV. I -PH.
MIN AIC RATINGr 10.000
REMOVE EMSTING POLE, SAVE LIGHT FIXTURE AND ASSOCIATED
CIRCUITRY AND TELEPHONE C4RCUITRY FOR REINSTALLATION.
INSTALL NEW POLE AND GUY WIRES, INSTALL XFRMR
CFURNISHED BY UTILITY), RELOCATE LIGHT FIXTURE'ONTO NEW
BUSS/ MAIN: 100A M.C.S.
FEEDER. 301, 106 GNO., r c.
FED FROM: METER
ACCESSORIES: MCS RATED FOR SERVICE
DISCONNECT
CIRCUITRY TO NEW LOCATION. COORDINATE EXACT LOCATIONS
CKT
#
LOAD DESCRIPTION
CKT BKR
LOAD
cKr
Bm
LOAD DESCRIP11ON
CKT
#
Amp I POLE wArrs I PHI wATTs
POLE
Amp
I
LIGHTS, FANS: 100, 101, 102
20
1
$00 A TOO
1
20
EXTERIOR LIGHTS NIA PHOTOCELP
__;_
3
OUTLET. 101
20
1
200 8 1
2
20
WATER H
4
S R I �HOT SqJX
20 1 1000 A 1
1 6
7
SPARE
20
1
8
2
1 20
SPARE
8-
9 SPARE
_40— A
10
III
!SPACE
113
Rev. No.:
SPACE
12
13
ISPACE
A
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(1) z
ATETftATECH COMPANYCYL-0--- u P
61
A
www.TheThomasGroup.com
F NE
SPACE
1 14
15
ISPACE
Rye Brook, New York 10573
Pine Ridge Park - Bathroom &
131
Garibaldi Park Toilet Rooms - Bldg B
Lighting and Power - Toilet Rooms
SPACE
I Is
17
!SPACE
5932.1
A
SPACE
I is
19
ISPACE
!SPACE
=120
LIGHT FIXTURE SCHEDULE
T
ow."t t I 110"I FSRC - 64A - 120V - VRSD
THROUGH-Thf-WALL DESIGN WITH 4.5 IN, To q.5 IN.
ADJUSTABLE HOUSING; REQUIRES NO DUCTWORK; 180 OFM;
PERMANENTLY LUBRICATED MOTOR; POLYMERIO FAN BLADE;
IM
INSULATED DOOR AND STEEL HOUSING PAINTED TO MATCH
DOOR FRAMES; WIRED TO RESPECTIVE ROOM'$ LIGHT $WITCH;
mm
OF 2)
REMOVE EMSTING POLE, SAVE LIGHT FIXTURE AND ASSOCIATED
CIRCUITRY AND TELEPHONE C4RCUITRY FOR REINSTALLATION.
INSTALL NEW POLE AND GUY WIRES, INSTALL XFRMR
PPI -2
PPI -1
-3
C�' PANEL
PPI Off PPI -1
T , N
Of i - REFER TO ELEVATIONS.
we I I PPI -5 We WOMEW5 CONCEAL CIRCUITRY WITMIN BUILDING
er ...... ..... Di 0 1 (TYPICAL)
WO
WCATHERHEAD
(COORDINATE EXACT
WATER PPI -4 LOCATION WITH CON EDISON)
HEATER DISCONNECT:
EXHAUST 250V 2F, NEMA EXHAUST
FAN CEF) I ENCL05URE FANCEF)
Power and Lighting, Plan
1
E
17
A
Electrical Site Plan
C_ I
r, 47
uft-
U.
IF
62
R
ff-
I
Keyed Notes
0 8 IN. AUTOMATIC WALL FAN WITH METAL GRILLE:
THROUGH-Thf-WALL DESIGN WITH 4.5 IN, To q.5 IN.
ADJUSTABLE HOUSING; REQUIRES NO DUCTWORK; 180 OFM;
PERMANENTLY LUBRICATED MOTOR; POLYMERIO FAN BLADE;
WHITE, POWDER -COATED, 22-GUAGE STEEL GRILLE; FOAM
INSULATED DOOR AND STEEL HOUSING PAINTED TO MATCH
DOOR FRAMES; WIRED TO RESPECTIVE ROOM'$ LIGHT $WITCH;
120 VOLT$, REFER TO ELEVATION5 FOR LOCATIONS. CTYPICAL
OF 2)
REMOVE EMSTING POLE, SAVE LIGHT FIXTURE AND ASSOCIATED
CIRCUITRY AND TELEPHONE C4RCUITRY FOR REINSTALLATION.
INSTALL NEW POLE AND GUY WIRES, INSTALL XFRMR
CFURNISHED BY UTILITY), RELOCATE LIGHT FIXTURE'ONTO NEW
POLE AND MODIFY/EXTEND EXISTING LIGHT AND TELEPHONE
CIRCUITRY TO NEW LOCATION. COORDINATE EXACT LOCATIONS
OF' POLES AND ALL WORK WITH UTILITIES AND OWNER.
SERVICE ENTRANCE CONDUCTORS AND CONDUIT SHALL BE
ROUTED FROM THE WEATMERHEAD LOCATION TO THE METER.
SUPPLY CONDUIT MANGER$ AS REQUIRED, CONDUIT SHALL BE
INSTALLED AS HIGH ON THE WALL AS POSSIBLE.
INSTALL OUTLET IN HOT BOX. COORDINATE EXACT LOCATION
WITH HOT BOX INSTALLER.
General Notes,
A. REFER TO DRAWING $A FOR STANDARD SYMBOLS AND
B. COORDINATE ALL ELECTRICAL WORK AND POWER
OUTAGES WITH OWNER AND OTHER TRADES PRIOR TO THE
START OF CONSTRUCTION. NO POWER OUTAGE:$ SHALL
OCCUR WITHOUT OWNER'S FRIOR KNOWLEDGE.
C, ALL DEVICES SMALL BE RECESSED IN NEW CONSTRUCTION.
D. UNLESS NOTED ELSEWHERE ON THE CONTRACT
DOCUMENTS. THE FOLLOWING LIST REPRESENTS THE TYFICAL
MOUNTING HEIGHTS FOR THE DEVICES SHOWN:
a, SWITCHES ................... ........ ...... ................ ..................... 48"(TO TOP)
b. RECEPTACLES,. ........................ ........ ......................... .... I G11
c, POWER PANELS ............................................ ........... __72"(TO TOP)
d. DISCONNECT SWITCHES .................. ....... ............ _.G01vCT0 TOP)
THE HEIGHTS INDICATED $HALL 13E NOMINAL TO THE BOTTOM
OF THE BOX, REQUIRING ONLY ONE BLOCK OUT FOR FLUSH
MOUNTED DEVICES. MAINTAIN HEIGHT CONSISTENCY BETWEEN
SURFACE AND FW5M MOUNTED DEVICES.
E. ELECTRICAL WORK SMALL INCLUDE, BUT 15 NOT LIMITED TO,
ALL POWER DISTRIBUTION WORK INCLUDING PANELS, FEEDERS,
BRANCH CIRCUIT WIRING, AND POWER RECEPTACLES AND MVAC
WORK INDICATED ON DRAWINGS.
F. COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES.
6. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY
POWER AND TELEPHONE DURING CONSTRUCTION, EXISTING
SERVICES TO REMAIN OPERATIONAL UNTIL NEW SERVICES
ARE INSTALLED.
It CONTRACTOR SMALL VERIFY ALL LOCATIONS, DIMENSIONS,
ARRANGEMENTS AND ELECTRICAL CHARACTERISTICS IN THE
FIELD PRIOR TO 510, PROMPTLY NOTIFY ARCHITECT/ENGINEER
OF ANY 015GREPANCIES.
Rev. No.:
Date
DescrIption:
the
Tho
A
fRA
4u
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(1) z
ATETftATECH COMPANYCYL-0--- u P
61
1..
k, 021
www.TheThomasGroup.com
F NE
MThoniftlas Associa%tes
Archiltects + Engineers
Village of Rye Brook
Recreation Department
Rye Brook, New York 10573
Pine Ridge Park - Bathroom &
Storage Buildmig - Bldg A
Garibaldi Park Toilet Rooms - Bldg B
Lighting and Power - Toilet Rooms
Drawn b)r
CMW
Dale:
Match 5,2003
Drawing No.:
L4
Vfflage of Rye Brook Project No.:
5932.1
N
a
I'M
E)
R
w]
M
F;_w
3 4 7
PACK CERAMIC FIBER
OR MINERAL WOOL TO CAULK ANNULAR SPACE
WITH NON-HARDENIN6
RETAIN MATERIAL SEALANT .. .....
ANT
SEAL
----------
PIPE INSULATION
CONTINUOU50
FIFE SLEEVE THROUGH WALL 24' CW C BURIED)
SEE L2 FOR CONT
PIPE
U
CAULK ANNULAR SPACE
W/NON-hARDENING CHROME PLATED STEEL 2' BURIED V 21, BURIED CW
ET
SEALANT TO A WET ESCUTCHEON PLATE WHEN
LIP IN CHASE
UP IN CHASE
PIPE SLEEVE 15 EXF05ED
DEFTh OF I" MIN
TO VIEW CTYP)
NON -FIRE 4" SAN UP
RATED WALL
4ff SAN
up
4" SAN 4' SAN
CBURIED)
4' SAN (BURIED) MEN'S�BURIED3
CONT ON L2 TOtLET f 10 3' SAN UP
DROP CODF LL
CMU Wall Pipe Sleeve Detail �40P 1 WOME:N'5
<\ -1 TOILET
NOT TO SCALE lu 4' SAN '7 OODF
(BURIED) ZU"o 0
EXTERIOR CLEANOUT 0 \ '*--5LE_EVE WALL
GRADE J.R, SMITH #4251-U
W/VANDAL-PROOF 50REWS 16" x 18" CONCRETE AS REQ'D
OR APPROVED eQUAL-,\,, SLAD FLUSH W/GRADE
zi!)
Garibaldi Park - Below Ground Floor Plan
1/4ff I -Cr
SEE PLANS FOR 4" FOR SEWER SIZES
SEWER W��ES ,-�UP TO G"; G- FOR SEWER
SIZES 8' AND LARGER
1 1/2' OW ON IN GhASE
SOR-18 PIPING 21, V Lip,
W/SHUTOFF VALVE AND
3" VTR -7 r wo 'A' ACCESS PANEL
1/8 BENDS, SWEEP
OR Y FITTING
WO -A*
20 V r
ATOL -+ C2) 2- V ON THRU FLR
FLOW rt 3 "--3/4" OW ON TO HW
mEN,5 w ro > HEATERINLET
TOILET'A' 41 n
0 3/4" t1W 0 30 FD 'A'
UR ON 914 CHASE
7W -
Exterior Cleanout C I MEN'
"- 111T WH TOILET
WATER HEATER INT WH 2 wo 5
NOT TO SCALE DETAIL SEE G11.5 ArAN 5A 1vB# � 102
LAV LAV*M
3/4" MW TtiERMOMETER
TO CHASE
ELECTRIC
WATER
DIELECTRIC
UNION (TYF)
3/4" CW
CHECK
VALVE: --., N\
4
T+P RELIEF.
VALVE
3/4' TYPE %` COPPER
T+P RELIEF DISCHARGE LINE
TANK DRAIN
THERMAL (4) 3/8' X W
HILTI MY20 HIT -A STAINLESS STEEL
TAW SHORT KOD, NUT AND WASHER WITH
HIT 5-IG/2 SCREEN, EMBED 2-v INTO
12 $AL. ALUMINUM i MASONRY. CENTER ANOMORS IN
(2'-0' X 2'-0") MANSONRY UNITS.
B -LINE MODEL
B3OG4-3 CTYP Of 2)
FINISHED FLOOR GN
Water Heater Schematic
NOT TO SCALE
1ANSER KOO -
PIPE HANOER ---,
.OW DENSITY FIFE
M5ULATION
.FIBERGLASS)
ONLY)
4w W_�� -
INSULATION SHIELD
101
Insulation Shield Detail
NOT TO SCALE
EXT OW/"W wh
Gari-bal-di Park - Above Ground Floor Plan
4" SAN UP
1 1/2' CW* 1/2
ON, 2' SAN ON TH
FLR, 1 1 1/2" V UP.J
1 1/2." OW. 1/2' ftW AT OLG
3/4" OW ON TO WATER HEATER INLET
1/4' = 1'-0'
q 1 10
2" OW CBURIED)
SEE U FOR CONT
SLEEVE WALL AS REO'D (TYP)
2" OW ON THRU FLR.
W/SHUTOFF VALVE
1 1/2" CW ON
EXT 1/2' HW DN. 2" SAN DN
WH THRU FLR, 1 1/2' V UP
3/4" HW ON W/ 4' SAN CIDURED)
SHUTOFF VALV\E3/4' OW DN W/
r
WATER HEATER 5HUTOFF VALVE
DETAIL SEE GIL5
KIM
I - SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY
INDICATED ON DRAWINGS WFERCEDE MINIMUM SIZeS
INDICDATED N THIS SCHEDULE.
2. TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL
BE AS INDICATED BY FIXTURE MANUFACTURER.
SLEEVE WALL AS REOD
G" SAN (BURIED)
ONT ON LI
DROP CODP
INV = 014�00'
12 1 13 1 14
Specifications
A. TYPE "A' WATER CLOSET - ADA COMPLIANT INSTALLATION
1. BOWL: VITREOUS CHINA, WHITE, FLOOR MOUNTED, ELONGATED, DIRECT -FED
SIPHON JET ACTION, 1-1/2-ING" TOP INLET, IG -118 INCHES HIGH, DES16NED FOR I.G
GALLON FLU55-41, WITH BOLT CAPS; SIMILAR TO 'MADERA UNIVERSAL HEIGHT EL I -G
N0.2305JO01 BY AMERICAN STANDARD.
2, FLUSH VALVE.- I.G GALLON PER FLUSH, 51DE OFERATED, ADA COMPLIANT,
NON -HOLD -OPEN TYPE HANDLE, EXPOSED DIAPHRAGM TYPE, ADJUSTABLE TAILPIECE,
SWEAT SOLDER ADAPTOR KIT, SKIRTED HIGH BACK PRE56URE VACUUM BREAKER,
CHROME PLATED CAST BRASS WALL PLATE WITH SET SCREW, I -INCH SCREWDRIVER
STOP, VANDAL-RE56TANT STOP VALVE CAP WITH SEAT "PER, 511LAR TO "RE6AL
NO. I I I -XL-YO' BY SLOAN.
3. SEAT: OPEN FRONT, ELONGATED, WHITE, 50LID PLASTIC, NO COVER, INTEC7RALLY
MOLDED "PER, SELF-SUSTAININC7 OMEOK HINGE, VINYZENECr) ANTI- -MICROBIAL
TREATED COMPOUND PLASTIC AND FIRE RETARDANT MEETING UL q4VO, AND
VANDAL-FROOF NUTS; SIMILAR TO "MODEL-527ELONC7ATED -SANI-SHIELD FR(tm)
55w BY BENEKE.
BOWL RING.- 100 PERCENT PURE PETROLEUM WAX GASKET FOR SETTING ANY
FLOOR TYPE OLOSET BOWL, PERMANENT SEAL IMPERVIOUS TO VERMIN, ODORS,
(9A5ES AND ACIDS, FIT 3 -INCH AND 4 -INCH WASTE LINES WITH POLYETHYLENE
SLEEVE EXTENDED DISCHARGE OPENING FOR POSITIVE SEAL ASSURINO PROPER
BOWL AUGWENT. INCLUDING URETHANE SPONGE TO PROVIDE RESILIENCY FOR
EXPANSION AND CONTRACTION WITH THE BOWL OR BUILDING TO PREVENT WAX
FROM SETTLM, SIMILAR TO IURETHANE ReiNrOROED WAX BOWL RING WITH SLEEVE'
BY OATEY.
B. TYPE "A' URINAL - ADA COMPLIANT INSTALLATION
I. URINAL: ADA COMPLIANT DESIGN, VITREOUS CHINA, WHITE, WALL HUN&, 3/4 -INCH
TOP SFUD, SIPHON JET, INTEGRAL FLU5HIN& RIM, G -3/4 -INCH EXTENDED SIDES;
SIMILAR TO ITRIMBROOK, NO. G5Q.017' BY AMERICAN STANDARD.
2. FLU91 VALVE-. 1.0 GALLON PER FLUSH, SIDE: OPERATED, ADA COMPLIANT,
NON-KOLD-OPEN TYPE MANDLE, EXP05ED DIAPHRAGM TYPE, ADJUSTABLE
TAILPIECE, SWEAT SOLDER ADAPTOR KIT, SKIRTED HIGH BACK PRESSURE VACUUM
BREAKER, CHROME PLATED CAST BRA$$ WALL PLATE WITH SET SCREW, 3/4 -HCH
NO. 18G -I -XV BY %OAN.
3. SUPPORT- 1-1/4-IN01i DIAMETER UPRIGHTS WELDED TO 4-INGH SQUARE STEEL
FLOOR ANCHOR PLATES WITH TOP AND BOTTOM FIXTURE BEARING AND FIXTURE
tiANG9rR5 SIZED TO MEET PLUMBING FIXTURE ROUGH -IN DIMENSIONS AND
PROVIDED WITH BEARING STUDS LENGTHS ALLOW FLOOR ANCHOR FLATE5 TO BE
INSTALLED WITHIN PLUMBING C41ASE BEHIND MASONRY WALLS; SIMILAR TO "NO.
G3r BY J.R. SMITH,
0. TYPE 'A� LAVATORY - ADA COMPLIANT INSTALLATION
1. BOWL. VITREOUS CHINA, WHITE, WALL HUNG, 20-3/4 INCHES L X 18-1/4
INCHES W, 4 -INCH CENTER HOLE PUNCH, FRONT OVERFLOW, SELF -DRAINING DECK
AREA WITH CONTOURED BACK AND SIDE SPLASH SHIELDS, FOR CONCEALED ARM
SUPPORT; SIMILAR TO'LUCERENE NO, Oa55.012" BY AMERICAN STANDARD,
2. FAUGETz ADA COMPLIANT DESIGN, CENTER-5ET METERING FAUCET ON 4 -INCH
CENTERS, PUSH BUTTON VALVE$, 4 -INCH SPOUT, 0.75 GFM AERATOR,
ADJUSTABLE METERED USE FROM I TO 20 SECOND$, SET AT 0.25 GALLON USE
PER CYCLf, SeLF-CLOSING METERING CARTRIDGE DESIGN WITHOUT DASH POT,
CUP WASHER OR HEAVY LUBRICANT; "NO, 802A-GG5-E2W BY CHICAGO FAUCET
OR SIMILAR PRODUCTS BY POWERS PROCESS CONTROLS, OR ZURN.
3. SUPPLI15t CHROME FLATED SUPPLIES WITH ANGLE STOPS, L005E KEY
HANDLES, ROD RISERS, CAST BRASS SET SCREW ESCUTCHEONS; SIMILAR TO NO.
158 -LK -F" BY MOGUIRE.
4. ORAK- CHROME PLATED DRAIN ASSEMBLY WITH CAST BRASS, OPEN 69KID
STRAINER, OFFSET TYPE, 17 GAUGE, 1-1 /4 -INCH O.D. TAILPIECE; SIMILAR TO 'NO.
155 -WW By MOGUIRE.
5. TRAP: 1-1/4-INCtt X 1 -1/2 -INCH CHROME PLATED CAST BODY J -BEND TRAP
WITH 17 &AUer WALL BEND, VANDAL RESISTANT OON5TRUCTION GUARANTEED TO
WITHSTAND 300 FT/L5 HORIZONTAL OR VERTICAL BLOW, AND CHROME PLATED
CAST BRASS SET SCREW WALL FLANGE; SIMILAR TO &NO. V6qO2rNCv BY
G. SUPPORT. i -INCH X 3 -INCH RECTANGULAR STEEL TUBING UPRIGHTS WELDED TO
4 -INCH SQUARE STEEL FLOOR ANCHOR FLATrS WITH CONCEALED ARMS,
ALISINMENT BAR, LOCK NUTS, LEVELING SCREWS, AND FIXTURE LOOKING DEVICE
SIZED TO MEET PLUMBING FIXTURE ROUGM-IN DIMENSIONS AND PROVIDED WITH
EXTENSION ADAPTOR OF LENGTH TO ALLOW FLOOR ANCHOR PLATE$ TO BE
INSTALLED WITft PLUMBING CHASE BEHIND MASONRY WALLS; SIMILAR TO 'NO.
700-M311 BY J.R. SMITH.
7. PIPING IN5ULATIOI+ WHITE, SFAMLE!5S AND ANTI-MIOROBIAL CLOSED CELL VINYL
INSULATION SYSTEMS, CONFORMIN6 TO ADA ARTICLE 4Jq.4, BOCA 1203.4,
COVERING HOT AND COLD ANGLE STOP$ AND WATER SUFFLIES, LAVATORY DRAIN
OFFSET AND F -TRAP ASSEMBLY; SECURED WITH TAMPER-RE56TANT FASTENING
DESIGN LEAVING L45ING FLUSH TYPE REUSABLE FASTENERS; SIMILAR TO "NO. IOW
BY TRUEBRO. PRODUCTS FINISHED FASTENED IN PLACE USING EXPOSED TIC TYPE
FASTENERS ARE NOT ACCEFTA5LE.
MOSUIRE.
MMART-5
A. HOT AND COLD WATER WALL HYDRANTSs NON -FREEZE BOX TYPE WALL HYDRANT
WITH INTEGRAL VACUUM BREAKER IN CONFORMING TO ANSI All 2.21.3,20 GAUGE
STAINLE56 STEEL BOX WITH POLISHED BRONZE: BOX FACE AND COVER. 1/4 TURN
VALVE OPERATION, T -HANDLE KEY OPERATED LOOKING COVER WITH CONCEALED
STAINLESS STEEL H140f: AND FULL 180* COVER OPENIN& DESIGN. ADJUSTABLE WALL
CLAMP, 3/4"STRAI&HT SWEAT INLET CONNECTION, FOR BOTH HOT AND COLD
WATER OUTLET, 'NO. 55GOOT-CWALL THICKNESW-RD-WC' BY I R. SMITH.
1. PROVIDE VALVE OPERATING ROD AND CASING OF SUFFICIENT LENGTH FOR
5HUTorF TO OCCUR ON WARM 51DE OF WALL AND ALLOW FOR LENGTH REQUIRED
FOR INSTALLATION OF ADJUSTABLE WALL CLAMP, I.E. WALL THICKNESS ro EQUAL TO
SUM TOTAL OF EXTERIOR BRICK VENEER, CAVITY WALL, R160 INSULATION AND
MASONRY WALL THICKNESS FLUS, WALL CLAMP INSTALLATION DIMENSION FOR
APPLICABLE INSTALLATIONS.
B. INTERIOR WALL HYDRANTSc WARM CLIMATE TYFI: BOX TYPE WALL HYDRANT WITH
INTEGRAL VACUUM BREAKER IN CONFORMINO TO ANSI A] 12.21.3,20 GAUGE STAINLESS
STEEL BOX AND IG GAUGE STAINLESS STEEL FRAME AND COVER, 1/4 TURN VALVE
OFERATIOK T -HANDLE KEY OPERATED LOCKING COVER WITH CONTINUOUS STAINLESS
STEEL MOE AND FULL 1800 COVER OPENING DE5,16N, 3/4' STRAIGHT SWEAT INELT
CONNECTION; "NO. 55090T-5AF-56' BY J. R, SMITH.
0. HOSE 1505 CHB)- CAST BRASS WALL FAUCET DES16NED 50 THAT REMOVAL OF
VACUUM BREAKER MAKES HOSE CONNECTION IMFOSSIBLE. VACUUM BREAKER COMPLYING
WITH A55E STANDARD 10; SIMILAK TO "NO. 24V OR "NO. 24 OP` BY WOODFORD WITH
"MODEL 34HF" BY NIVEL WITH 3/4*1 INLET.
WAIER EIFW
1. UNDERGROUND WATER FIFING: SOFT TEMPER, TYPE: `K' COPPER WITH FLARED
COUPLINGS INSTALLED AT A MINIMUM BURIAL DEPTH OF 4'-G. REMOVE ALL ROCKS,
ROOTS OR OTHER UNSUITABLE MATERIAL5 AND PROVIDE MINIMUM OF 51X INCHES
DEEP OLEAN SAND BEDDING BEFOKE LAYING FIFE. PROVIDE CLEAN SAND BAOKFILL
TO AT LEAST SIX INCHES OVER TOP OF FIFE AND THEN BACKFLL REMAINDER OF
TRENCH WITH EXCAVATED MATERIAL. LEGALLY DISPOSE OF ALL EXCESS EXCAVATED
MATERIAL- RESTORE ALL DISTURWO SITE AREAS, TO THEIR ORIGINAL APPEARANCE.
2. ABOVE GROUND WATER FIFING: HARD DRAWN, TYPE 'L" COPPER WITH WROT COPPER,
SOLDER TYFE FITTINGS. SOLDER SHALL BE 10 Z L AD FREE. PROVIDE CLO
"FANDED FOAM INSULATION EQUAL TO ARMSTRONG OR IMCOA FOR ALL ABOVE
GROUND WATER PIPING, INSULATION MATERIALS WALL HAVE FLAME SPREAD AND SMOKE
DEVELOPED RATINGS NOT GREATER THAN 25 AND 50 RESPECTIVELY PER A5TM E84.
3. WATER 5HUTOFF VALVE$ (OTHER THAN INDIVIDUAL FIXTURE $TOPS).- NIBOO
No. S -5q5 -Y BRONZE BODY, THREE PIECE, FULL FORT BALL VALVE WITH SOLDER
ENDS AND ATTACHED LEVER HANDLE.
4. STOP + DRAIN VALVE: BRONZE BODY, FULL FORT, BIG CHROME PLATED BRONZE BALL,
SWEAT ENDS AND DESIGNED FOR SOFT SOLDER AND BRAZING INSTALLATIONS; SIMILAR
TO 'WATTS NO. B-GO31'.
5: CHECK VALVE: BRONZE BODY, Y-FATTERN SWING -TYPE, SOLDERED ENDS, SIMILAR TO
OWATTS NO. CVS�,
G. ALL NEW WATER SUPPLY PIPING SHALL BE TESTED FOR WATER TIGHTNESS FRIOK TO
COVERING OR CONCEALMENT, 150LATE NEW PIPING FROM EXISTING BUILDING PIPING
SYSTEM AND APPLY HYDROSTATIC TEST PRESSURE OF 100 PSI FOR (2) HOURS, TEST
FRE5SLIKE N TO HOLD CONSTANT FOR ENTIRE DURATION OF TEST.
7. UPON WCOrS5FUL COMPLETION or WATER SUPPLY FIFE TESTING, DISINFECT ALL NEW
WATER SUPPLY MFt4G BY FILLING WITH A WATER 5OWTION CONTAINING 50 FARTS PER
MILLION OF AVAILABLE CHLORINE AND LET STAND FOR C24) HOURS. ALTERNATIVELY
SYSTEM MAY BE FILLED WITH A WATER SOLUTION CONTAINING 200 PARTS PER MILLION
AVAILABLE CHLORINE AND LET STAND FOR (1) HOUR. THOROUGHLY FLUSH SYSTEM WITH
FRESH WATER AFTER COMPLETION OF DISINFECTION FROOCOURE5.
15 1 1 G 1 17
WASTE AND VENT PIPING
1. UNDERGROUND WASTE PIPING. SERVICE WEIGHT CAST IRON WITH
HUB AND 5PI60T FITTING5. INSTALL SEWER LINE AT UNIFORM FITCH
OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED. REMOVE ALL ROCKS,
ROOTS OR OTHER UNSUITABLE MATERIALS AND PROVIDE MINIMUM OF
51X INCHES DEEP, CLEAN SAND BEDDING BEFORE LAYING FIFE. PROVIDE
CLEAN SAND BACKFLL TO AT LEAST SIX INCHES OVER TOP Of PIPE
THEN BACKFLL REMAINDER OF TRENCH WITH EXCAVATED MATERIAL.
LEGALLY DISPOSE OF ALL EXCESS EXCAVATED MATERIAL.
2, ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDING:
SERVICE WE16HT CAST IRON WITH NO HU5 COUPLINIC75. INSTALL SEWER
LINE AT UNIFORM PITCH OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED.
3. FLOOR DRAINS� CAST IRON DRAIN BODY WITH 7* DIAMETER NICKEL -
BRONZE STRAINER; SIMILAR TO 'NO. 2010-A' BY JR. SMITH.
4. CLEANOUTS, CAST IRON CLEANOUT WITH ROUND ADJUSTABLE 5CORIATED
NICKEL BRONZE TOP, PLASTIC PLU6 AND SPIGOT OUTLET, 51MILAR TO
"NO. 4021 5ERIE5� BY J.R. SMITH.
5. BACKWATER CHECK VALVE5g CAST IRON VALVE WITH FLAFFER VALVE
AND EXTEW-NON COVER INSTALLED FLUSH WITH FINISHED FLOOR.
8. TEST ALL NEW SOL, WASTE AND VENT FIFINO FOR WATER
TIGhTNES6 PRIOR TO COVERVNS, OR CONCEALMENT. FLL'5Y'5TEM, WITH
CLEAN WATER TO TOP OF VENT PIPE, WATER LEVEL IN VENT
FIFE SHALL HOLD CONSTANT FOR A PERIOD OF CZ) HOURS,
q. CONTRACTOR TO OBTAIN CONNECTION FERMITS FROM ALL
MUNICIPAL UTILITY COMPANIES.
M15C rLLb "IN
I. MECHANICAL SLEEVE SEAL54 MODULAR MECHANICAL TYPE. CONSISTING OF
INTERLOCKING SYNTHETIC RUBBER LINKS SHAPED TO CONTINUOUSLY FILL
ANNULAR SPACE BETWEEN FIFE AND SLEEVE, CONNECTED WITH BOLTS, AND
PRESSURE PLATE5, CAUSING RUBBER SEALING ELEMENTS TO EXPAND WHEN
TIGHTENED, PROVIDING WATERTIGHT SEAL AND ELECTRICAL INSULATION
SIMILAR TO PRODUCTS BY THUNDERLINE CORP.
IWMTT���
I VERIFY ALL PIPING LOCATIONS. SIZES, AND
ARRANGEMENTS IN FIELD PRIOR TO 810. NOTIFY
ARCHITECT IN WRITING OF ANY DISCREPANCIES.
2� VERIFY IN FIELD INVERT AND DIRECTION OF FLOW IN
EXISTING SOIL FIFE WHERE NEW SOIL FIFE 16 TO BE
CONNECTED TO EX15TING SOIL FIFE,
3. MATERIALS FOR PLUMBING INSTALLATION SHALL BE
NEW, UNLESS SPECIFICALLY NOTED OTHERWISE.
4. FINISHED FLOOR ELEVATION OF 20q,00' ON SITE PLAN
CORRESPONDS, TO FINISHED FLOOR ELEVATION OF 100,00'
ON FLOOR PLANS.
WATER HEAT -ER,
FIXTURE
ROUGH -IN 5GHEDULE
FIXTURE
Ow
MW SAN. VENT DFU WSFU NOTES
WATER CLOSET
I$#
- 411 V G 10 1,2
LAVATORY
1/21,
1/21, 1 1/21, 1 1/4" 1 2 1,2
FLOOR DRAIN
-
3- 1 1/2:0 J. 3
INTERIOR WALL HYDRANT
EXTERIOR WALL HYDRANT
3/4"
3/4'
KIM
I - SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY
INDICATED ON DRAWINGS WFERCEDE MINIMUM SIZeS
INDICDATED N THIS SCHEDULE.
2. TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL
BE AS INDICATED BY FIXTURE MANUFACTURER.
SLEEVE WALL AS REOD
G" SAN (BURIED)
ONT ON LI
DROP CODP
INV = 014�00'
12 1 13 1 14
Specifications
A. TYPE "A' WATER CLOSET - ADA COMPLIANT INSTALLATION
1. BOWL: VITREOUS CHINA, WHITE, FLOOR MOUNTED, ELONGATED, DIRECT -FED
SIPHON JET ACTION, 1-1/2-ING" TOP INLET, IG -118 INCHES HIGH, DES16NED FOR I.G
GALLON FLU55-41, WITH BOLT CAPS; SIMILAR TO 'MADERA UNIVERSAL HEIGHT EL I -G
N0.2305JO01 BY AMERICAN STANDARD.
2, FLUSH VALVE.- I.G GALLON PER FLUSH, 51DE OFERATED, ADA COMPLIANT,
NON -HOLD -OPEN TYPE HANDLE, EXPOSED DIAPHRAGM TYPE, ADJUSTABLE TAILPIECE,
SWEAT SOLDER ADAPTOR KIT, SKIRTED HIGH BACK PRE56URE VACUUM BREAKER,
CHROME PLATED CAST BRASS WALL PLATE WITH SET SCREW, I -INCH SCREWDRIVER
STOP, VANDAL-RE56TANT STOP VALVE CAP WITH SEAT "PER, 511LAR TO "RE6AL
NO. I I I -XL-YO' BY SLOAN.
3. SEAT: OPEN FRONT, ELONGATED, WHITE, 50LID PLASTIC, NO COVER, INTEC7RALLY
MOLDED "PER, SELF-SUSTAININC7 OMEOK HINGE, VINYZENECr) ANTI- -MICROBIAL
TREATED COMPOUND PLASTIC AND FIRE RETARDANT MEETING UL q4VO, AND
VANDAL-FROOF NUTS; SIMILAR TO "MODEL-527ELONC7ATED -SANI-SHIELD FR(tm)
55w BY BENEKE.
BOWL RING.- 100 PERCENT PURE PETROLEUM WAX GASKET FOR SETTING ANY
FLOOR TYPE OLOSET BOWL, PERMANENT SEAL IMPERVIOUS TO VERMIN, ODORS,
(9A5ES AND ACIDS, FIT 3 -INCH AND 4 -INCH WASTE LINES WITH POLYETHYLENE
SLEEVE EXTENDED DISCHARGE OPENING FOR POSITIVE SEAL ASSURINO PROPER
BOWL AUGWENT. INCLUDING URETHANE SPONGE TO PROVIDE RESILIENCY FOR
EXPANSION AND CONTRACTION WITH THE BOWL OR BUILDING TO PREVENT WAX
FROM SETTLM, SIMILAR TO IURETHANE ReiNrOROED WAX BOWL RING WITH SLEEVE'
BY OATEY.
B. TYPE "A' URINAL - ADA COMPLIANT INSTALLATION
I. URINAL: ADA COMPLIANT DESIGN, VITREOUS CHINA, WHITE, WALL HUN&, 3/4 -INCH
TOP SFUD, SIPHON JET, INTEGRAL FLU5HIN& RIM, G -3/4 -INCH EXTENDED SIDES;
SIMILAR TO ITRIMBROOK, NO. G5Q.017' BY AMERICAN STANDARD.
2. FLU91 VALVE-. 1.0 GALLON PER FLUSH, SIDE: OPERATED, ADA COMPLIANT,
NON-KOLD-OPEN TYPE MANDLE, EXP05ED DIAPHRAGM TYPE, ADJUSTABLE
TAILPIECE, SWEAT SOLDER ADAPTOR KIT, SKIRTED HIGH BACK PRESSURE VACUUM
BREAKER, CHROME PLATED CAST BRA$$ WALL PLATE WITH SET SCREW, 3/4 -HCH
NO. 18G -I -XV BY %OAN.
3. SUPPORT- 1-1/4-IN01i DIAMETER UPRIGHTS WELDED TO 4-INGH SQUARE STEEL
FLOOR ANCHOR PLATES WITH TOP AND BOTTOM FIXTURE BEARING AND FIXTURE
tiANG9rR5 SIZED TO MEET PLUMBING FIXTURE ROUGH -IN DIMENSIONS AND
PROVIDED WITH BEARING STUDS LENGTHS ALLOW FLOOR ANCHOR FLATE5 TO BE
INSTALLED WITHIN PLUMBING C41ASE BEHIND MASONRY WALLS; SIMILAR TO "NO.
G3r BY J.R. SMITH,
0. TYPE 'A� LAVATORY - ADA COMPLIANT INSTALLATION
1. BOWL. VITREOUS CHINA, WHITE, WALL HUNG, 20-3/4 INCHES L X 18-1/4
INCHES W, 4 -INCH CENTER HOLE PUNCH, FRONT OVERFLOW, SELF -DRAINING DECK
AREA WITH CONTOURED BACK AND SIDE SPLASH SHIELDS, FOR CONCEALED ARM
SUPPORT; SIMILAR TO'LUCERENE NO, Oa55.012" BY AMERICAN STANDARD,
2. FAUGETz ADA COMPLIANT DESIGN, CENTER-5ET METERING FAUCET ON 4 -INCH
CENTERS, PUSH BUTTON VALVE$, 4 -INCH SPOUT, 0.75 GFM AERATOR,
ADJUSTABLE METERED USE FROM I TO 20 SECOND$, SET AT 0.25 GALLON USE
PER CYCLf, SeLF-CLOSING METERING CARTRIDGE DESIGN WITHOUT DASH POT,
CUP WASHER OR HEAVY LUBRICANT; "NO, 802A-GG5-E2W BY CHICAGO FAUCET
OR SIMILAR PRODUCTS BY POWERS PROCESS CONTROLS, OR ZURN.
3. SUPPLI15t CHROME FLATED SUPPLIES WITH ANGLE STOPS, L005E KEY
HANDLES, ROD RISERS, CAST BRASS SET SCREW ESCUTCHEONS; SIMILAR TO NO.
158 -LK -F" BY MOGUIRE.
4. ORAK- CHROME PLATED DRAIN ASSEMBLY WITH CAST BRASS, OPEN 69KID
STRAINER, OFFSET TYPE, 17 GAUGE, 1-1 /4 -INCH O.D. TAILPIECE; SIMILAR TO 'NO.
155 -WW By MOGUIRE.
5. TRAP: 1-1/4-INCtt X 1 -1/2 -INCH CHROME PLATED CAST BODY J -BEND TRAP
WITH 17 &AUer WALL BEND, VANDAL RESISTANT OON5TRUCTION GUARANTEED TO
WITHSTAND 300 FT/L5 HORIZONTAL OR VERTICAL BLOW, AND CHROME PLATED
CAST BRASS SET SCREW WALL FLANGE; SIMILAR TO &NO. V6qO2rNCv BY
G. SUPPORT. i -INCH X 3 -INCH RECTANGULAR STEEL TUBING UPRIGHTS WELDED TO
4 -INCH SQUARE STEEL FLOOR ANCHOR FLATrS WITH CONCEALED ARMS,
ALISINMENT BAR, LOCK NUTS, LEVELING SCREWS, AND FIXTURE LOOKING DEVICE
SIZED TO MEET PLUMBING FIXTURE ROUGM-IN DIMENSIONS AND PROVIDED WITH
EXTENSION ADAPTOR OF LENGTH TO ALLOW FLOOR ANCHOR PLATE$ TO BE
INSTALLED WITft PLUMBING CHASE BEHIND MASONRY WALLS; SIMILAR TO 'NO.
700-M311 BY J.R. SMITH.
7. PIPING IN5ULATIOI+ WHITE, SFAMLE!5S AND ANTI-MIOROBIAL CLOSED CELL VINYL
INSULATION SYSTEMS, CONFORMIN6 TO ADA ARTICLE 4Jq.4, BOCA 1203.4,
COVERING HOT AND COLD ANGLE STOP$ AND WATER SUFFLIES, LAVATORY DRAIN
OFFSET AND F -TRAP ASSEMBLY; SECURED WITH TAMPER-RE56TANT FASTENING
DESIGN LEAVING L45ING FLUSH TYPE REUSABLE FASTENERS; SIMILAR TO "NO. IOW
BY TRUEBRO. PRODUCTS FINISHED FASTENED IN PLACE USING EXPOSED TIC TYPE
FASTENERS ARE NOT ACCEFTA5LE.
MOSUIRE.
MMART-5
A. HOT AND COLD WATER WALL HYDRANTSs NON -FREEZE BOX TYPE WALL HYDRANT
WITH INTEGRAL VACUUM BREAKER IN CONFORMING TO ANSI All 2.21.3,20 GAUGE
STAINLE56 STEEL BOX WITH POLISHED BRONZE: BOX FACE AND COVER. 1/4 TURN
VALVE OPERATION, T -HANDLE KEY OPERATED LOOKING COVER WITH CONCEALED
STAINLESS STEEL H140f: AND FULL 180* COVER OPENIN& DESIGN. ADJUSTABLE WALL
CLAMP, 3/4"STRAI&HT SWEAT INLET CONNECTION, FOR BOTH HOT AND COLD
WATER OUTLET, 'NO. 55GOOT-CWALL THICKNESW-RD-WC' BY I R. SMITH.
1. PROVIDE VALVE OPERATING ROD AND CASING OF SUFFICIENT LENGTH FOR
5HUTorF TO OCCUR ON WARM 51DE OF WALL AND ALLOW FOR LENGTH REQUIRED
FOR INSTALLATION OF ADJUSTABLE WALL CLAMP, I.E. WALL THICKNESS ro EQUAL TO
SUM TOTAL OF EXTERIOR BRICK VENEER, CAVITY WALL, R160 INSULATION AND
MASONRY WALL THICKNESS FLUS, WALL CLAMP INSTALLATION DIMENSION FOR
APPLICABLE INSTALLATIONS.
B. INTERIOR WALL HYDRANTSc WARM CLIMATE TYFI: BOX TYPE WALL HYDRANT WITH
INTEGRAL VACUUM BREAKER IN CONFORMINO TO ANSI A] 12.21.3,20 GAUGE STAINLESS
STEEL BOX AND IG GAUGE STAINLESS STEEL FRAME AND COVER, 1/4 TURN VALVE
OFERATIOK T -HANDLE KEY OPERATED LOCKING COVER WITH CONTINUOUS STAINLESS
STEEL MOE AND FULL 1800 COVER OPENING DE5,16N, 3/4' STRAIGHT SWEAT INELT
CONNECTION; "NO. 55090T-5AF-56' BY J. R, SMITH.
0. HOSE 1505 CHB)- CAST BRASS WALL FAUCET DES16NED 50 THAT REMOVAL OF
VACUUM BREAKER MAKES HOSE CONNECTION IMFOSSIBLE. VACUUM BREAKER COMPLYING
WITH A55E STANDARD 10; SIMILAK TO "NO. 24V OR "NO. 24 OP` BY WOODFORD WITH
"MODEL 34HF" BY NIVEL WITH 3/4*1 INLET.
WAIER EIFW
1. UNDERGROUND WATER FIFING: SOFT TEMPER, TYPE: `K' COPPER WITH FLARED
COUPLINGS INSTALLED AT A MINIMUM BURIAL DEPTH OF 4'-G. REMOVE ALL ROCKS,
ROOTS OR OTHER UNSUITABLE MATERIAL5 AND PROVIDE MINIMUM OF 51X INCHES
DEEP OLEAN SAND BEDDING BEFOKE LAYING FIFE. PROVIDE CLEAN SAND BAOKFILL
TO AT LEAST SIX INCHES OVER TOP OF FIFE AND THEN BACKFLL REMAINDER OF
TRENCH WITH EXCAVATED MATERIAL. LEGALLY DISPOSE OF ALL EXCESS EXCAVATED
MATERIAL- RESTORE ALL DISTURWO SITE AREAS, TO THEIR ORIGINAL APPEARANCE.
2. ABOVE GROUND WATER FIFING: HARD DRAWN, TYPE 'L" COPPER WITH WROT COPPER,
SOLDER TYFE FITTINGS. SOLDER SHALL BE 10 Z L AD FREE. PROVIDE CLO
"FANDED FOAM INSULATION EQUAL TO ARMSTRONG OR IMCOA FOR ALL ABOVE
GROUND WATER PIPING, INSULATION MATERIALS WALL HAVE FLAME SPREAD AND SMOKE
DEVELOPED RATINGS NOT GREATER THAN 25 AND 50 RESPECTIVELY PER A5TM E84.
3. WATER 5HUTOFF VALVE$ (OTHER THAN INDIVIDUAL FIXTURE $TOPS).- NIBOO
No. S -5q5 -Y BRONZE BODY, THREE PIECE, FULL FORT BALL VALVE WITH SOLDER
ENDS AND ATTACHED LEVER HANDLE.
4. STOP + DRAIN VALVE: BRONZE BODY, FULL FORT, BIG CHROME PLATED BRONZE BALL,
SWEAT ENDS AND DESIGNED FOR SOFT SOLDER AND BRAZING INSTALLATIONS; SIMILAR
TO 'WATTS NO. B-GO31'.
5: CHECK VALVE: BRONZE BODY, Y-FATTERN SWING -TYPE, SOLDERED ENDS, SIMILAR TO
OWATTS NO. CVS�,
G. ALL NEW WATER SUPPLY PIPING SHALL BE TESTED FOR WATER TIGHTNESS FRIOK TO
COVERING OR CONCEALMENT, 150LATE NEW PIPING FROM EXISTING BUILDING PIPING
SYSTEM AND APPLY HYDROSTATIC TEST PRESSURE OF 100 PSI FOR (2) HOURS, TEST
FRE5SLIKE N TO HOLD CONSTANT FOR ENTIRE DURATION OF TEST.
7. UPON WCOrS5FUL COMPLETION or WATER SUPPLY FIFE TESTING, DISINFECT ALL NEW
WATER SUPPLY MFt4G BY FILLING WITH A WATER 5OWTION CONTAINING 50 FARTS PER
MILLION OF AVAILABLE CHLORINE AND LET STAND FOR C24) HOURS. ALTERNATIVELY
SYSTEM MAY BE FILLED WITH A WATER SOLUTION CONTAINING 200 PARTS PER MILLION
AVAILABLE CHLORINE AND LET STAND FOR (1) HOUR. THOROUGHLY FLUSH SYSTEM WITH
FRESH WATER AFTER COMPLETION OF DISINFECTION FROOCOURE5.
15 1 1 G 1 17
WASTE AND VENT PIPING
1. UNDERGROUND WASTE PIPING. SERVICE WEIGHT CAST IRON WITH
HUB AND 5PI60T FITTING5. INSTALL SEWER LINE AT UNIFORM FITCH
OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED. REMOVE ALL ROCKS,
ROOTS OR OTHER UNSUITABLE MATERIALS AND PROVIDE MINIMUM OF
51X INCHES DEEP, CLEAN SAND BEDDING BEFORE LAYING FIFE. PROVIDE
CLEAN SAND BACKFLL TO AT LEAST SIX INCHES OVER TOP Of PIPE
THEN BACKFLL REMAINDER OF TRENCH WITH EXCAVATED MATERIAL.
LEGALLY DISPOSE OF ALL EXCESS EXCAVATED MATERIAL.
2, ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDING:
SERVICE WE16HT CAST IRON WITH NO HU5 COUPLINIC75. INSTALL SEWER
LINE AT UNIFORM PITCH OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED.
3. FLOOR DRAINS� CAST IRON DRAIN BODY WITH 7* DIAMETER NICKEL -
BRONZE STRAINER; SIMILAR TO 'NO. 2010-A' BY JR. SMITH.
4. CLEANOUTS, CAST IRON CLEANOUT WITH ROUND ADJUSTABLE 5CORIATED
NICKEL BRONZE TOP, PLASTIC PLU6 AND SPIGOT OUTLET, 51MILAR TO
"NO. 4021 5ERIE5� BY J.R. SMITH.
5. BACKWATER CHECK VALVE5g CAST IRON VALVE WITH FLAFFER VALVE
AND EXTEW-NON COVER INSTALLED FLUSH WITH FINISHED FLOOR.
8. TEST ALL NEW SOL, WASTE AND VENT FIFINO FOR WATER
TIGhTNES6 PRIOR TO COVERVNS, OR CONCEALMENT. FLL'5Y'5TEM, WITH
CLEAN WATER TO TOP OF VENT PIPE, WATER LEVEL IN VENT
FIFE SHALL HOLD CONSTANT FOR A PERIOD OF CZ) HOURS,
q. CONTRACTOR TO OBTAIN CONNECTION FERMITS FROM ALL
MUNICIPAL UTILITY COMPANIES.
M15C rLLb "IN
I. MECHANICAL SLEEVE SEAL54 MODULAR MECHANICAL TYPE. CONSISTING OF
INTERLOCKING SYNTHETIC RUBBER LINKS SHAPED TO CONTINUOUSLY FILL
ANNULAR SPACE BETWEEN FIFE AND SLEEVE, CONNECTED WITH BOLTS, AND
PRESSURE PLATE5, CAUSING RUBBER SEALING ELEMENTS TO EXPAND WHEN
TIGHTENED, PROVIDING WATERTIGHT SEAL AND ELECTRICAL INSULATION
SIMILAR TO PRODUCTS BY THUNDERLINE CORP.
IWMTT���
I VERIFY ALL PIPING LOCATIONS. SIZES, AND
ARRANGEMENTS IN FIELD PRIOR TO 810. NOTIFY
ARCHITECT IN WRITING OF ANY DISCREPANCIES.
2� VERIFY IN FIELD INVERT AND DIRECTION OF FLOW IN
EXISTING SOIL FIFE WHERE NEW SOIL FIFE 16 TO BE
CONNECTED TO EX15TING SOIL FIFE,
3. MATERIALS FOR PLUMBING INSTALLATION SHALL BE
NEW, UNLESS SPECIFICALLY NOTED OTHERWISE.
4. FINISHED FLOOR ELEVATION OF 20q,00' ON SITE PLAN
CORRESPONDS, TO FINISHED FLOOR ELEVATION OF 100,00'
ON FLOOR PLANS.
WATER HEAT -ER,
WATER HEATER. 5TORAC7E TAW WITH ELECTRIC RESISTANCE HEATER
I
ELEMENTS; 511LAR TO 'MODEL DbE 5' BY A 0 SMITH.
1. IMMERSION HEATERS� THREE HEAVY DUTY MEDIUM WATT DENSITY ELEMENTS
Plumbing Notes
IN EACH IMMERSION HEATER WITH INCOLOY SHEATHING AND CERAMIC TERM14AL
BLOCK AND TOTAL KW INPUT OF 3000 WATTS AND FROVIDE 15 GFH
RECOVERY RATE AT 80 DEGREES F. RISE.
3- 5ANTARY WITH -f- TRAP UP TO FLOOR DRAIN "A-.
2. TANK FEATURE54
311 SANITARY DOWN THROUGH FLOOR, 2' VENT UP.
a. CAPACITY- 5 GALLONS
b. CONSTRUCTION-. MANUFACTURED AND STAMPED IN ACCORDANCE WITH
A5ME CODE SECTION IV, HYDROSTATICALLY TESTED AT 188 PSI MINIMUM,
AND NATIONAL BOARD REGISTERED FOR 125 PSI WORKING PRESSURE.
c� LINER: ALKALINE BOROSILICATE, SLASG� COMFO51TION HEAT FUSION TO
STEEL AT I GOO DEGREES F.
d, HAND HOLE CLEANOUT.
3. CONTROLS COMPARTMENT WITH HHOID DOOR ENCLOSING;
a. 120 VOLT CONTROL CARWT TKAN15FORMER
b. TERMINAL BLOCK FOR POWER
c.MAGNETC CONTACTORS
4. IMMERSION TYPE OPERATING THERMOSTAT FOR EACH 3 KW IMMER51ON
HEATER.
IMMERSION RESET HIGH LIMIT CUTOFF AT 1410 DEGREES F, WITH MANUAL
RESET.
f. POWER CIRCUIT FL15ING WHERE APPLICABLE TO MEET NEG.
SOLID STATE MODULATING STEP CONTROLLER FOR MULTIPLE 11MERSION
0
HEATER5.
h. SAFETY DOOR INTERLOCK THAT FREVENTS OPENING OF CONTROL
PANEL WHEN HEATER FOWER 15 ENERGIZED.
4, INSULATION. FACTORY INSTALLED HEAVY DEN51TY R-tG FOAM INSULATION
WITH HEAT LOSS NOT TO EXCEED ASKRAE STANDARD qo.IB-Iqq2 STANDARD
FOR ENERGY EFFICENCIES AND STEEL PANEL COVER WITH FACTORY BAKED
ENAMEL FINISH OVER BONDERIZED UNDERCOAT.
ANODIC PROTECTION.
b. FACTORY INSTALLED A.G.A./ASME RATED TEMPERATURE AND FRE55LJRE
RELIEF VALVE: SET AT RELIEF PRE55URE OF 125 FSI -
LOW WATER CUTOFF PR05E TO PREVENT ENERG4ZING7 ELEMENTS IN THE
EVENT OF LOW WATER CONDITION.
G. UTILITY REQUIREMENTSt
a. VOLTAGE: 240 VOLTS
b. PHASE: SINGLE
Village of Rye Brook
Recreation Department
Rve Brook, New York 10573
Pm*e Ridge Park - Bathroom &
Storage Building - Bldg A
Garibaldi Park Toilet Rooms - Bldg B
Village of Rye Brook Project No.:
5932.1