city of peru splash park
TRANSCRIPT
OWNER
SURVEYOR / ENGINEER
CITY OF PERU SPLASH PARK
COVER SHEET1
A-1
C-1
L-2
FEBRUARY, 2017
CITY OF PERU, ILLINOIS
L-1
CONTRACT 2 - SITE BUILDINGS
BENCHMARKS:
SITE PLAN
PERIMETER METAL FENCE AND RELATED CMU COLUMN DETAILS
PERIMETER METAL ENTRANCE GATE, MARQUEE ENTRANCE AND
RESTROOM / STORAGE BUILDING PLANS
EQUIPMENT / STORAGE BUILDING PLANS
PERU
L-3
LOCATION MAP
PROJECT
LOCATION
IL
LIN
OIS
R
OU
TE
2
51
PA
RK
R
OA
D
PL
AIN
S
TR
EE
T
SHOOTING PARK ROAD
1OTH ST
RO
CK
S
TR
EE
T
PERIMETER CMU WALL AND RELATED COLUMN DETAILS
A-2
CONSTRUCTION
PLANS
PERU MORRIS
ILLINOIS
02/17/2017
1
1
CITY OF PERU PROJECT #: 16-18-SP
SHELTER / RESTROOM BUILDING PLANSA-3
BUILDING DETAILSA-4
BUILDING DETAILSA-5
RESTROOM / STORAGE BUILDING ELECTRICAL PLANSE-1
EQUIPMENT / STORAGE BUILDING ELECTRICAL PLANSE-2
SHELTER / RESTROOM BUILDING ELECTRICAL PLANSE-3
RESTROOM / STORAGE BUILDING PLUMBING PLANSP-1
EQUIPMENT / STORAGE BUILDING PLUMBING PLANSP-2
SHELTER / RESTROOM BUILDING PLUMBING PLANSP-3
INDEX OF SHEETS
PAGE NO. DESCRIPTION
RELEATED CMU COLUMN DETAILS
PERU
FOUNDATION DETAILS EQUIPMENT / STORAGE BUILDINGA-6
2 FOUNDATION REVISIONS (ADDED SHT. A-6)AJO 6-13-17
CONSTRUCTION
PLANS
PERU MORRIS
ILLINOIS
6-5-17
C-1
1
9TH STREET
10TH STREET
PA
RK
R
OA
D
PL
AIN
S
TR
EE
T
PERU, ILLINOIS
CITY OF PERU
SITE PLANSPLASH PARK CONTRACT 2 - SITE BUILDINGS
1-A REVISED FENCE LOCATIONTIM H 6-5-17
REVISED PLAN - TIM H.6-5-2017
1A
PERU, ILLINOIS
CITY OF PERU
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
L-1
3
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
TYPICAL COLUMN SECTION "A"
SCALE: 3/4" = 1'-0"
12"
3'-0
"8'-8
"3"
2'-4"
8'-1
1"
2'-0"2" 2"
2'-0"9" 9"
4'-0
"
3'-6"
TYPICAL COLUMN SECTION
SCALE: 3/4" = 1'-0"
2'-0"9" 9"
3'-6"
ROCK FACE LIMESTONE CAP
8" THK. x 1'-4" L. NOM SPLIT FACE(CMU)
CONCRETE
8" NOM SPLIT FACE(CMU)
FOUNDATIONPOURED CONCRETE
FOOTING
STAINLESS STEEL COPING ANCHORSAND PINS AT EACH JOINT. EMBEDANCHOR 4" MIN. INTO CMU GROUT
WALL AND COLUMN SECTION
SCALE: 3/4" = 1'-0"
WALL AND COLUMN ELEVATION VIEW
SCALE: 3/4" = 1'-0"SECTION "B"
SCALE: 3/4" = 1'-0"
1" 1"
10"16'-0" WALL LENGTH FACE TO FACE
12"
3'-0
"
4'-0
"
8"
3'-4
"
4'-0
"
8"
2'-0"
8" 8"
8"
8'-0
"3"
8'-3
"
8" NOM SPLIT FACE(CMU)
SMOOTH SIDE OF BLOCKSHALL FACE AWAY FROMSPLASH PAD
TYPICAL COLUMN
STAINLESS STEEL COPING ANCHORSAND PINS AT EACH JOINT. EMBEDANCHOR 4" MIN. INTO CMU GROUT
8" NOM SPLIT FACE (CMU) WITH SMOOTHSIDE FACING AWAY FROM SPLASH PAD
16'-0"
ROCK FACELIMESTONE CAP
ROCK FACE LIMESTONE CAP
INDICATES 3" THK. ROCK FACE LIMESTONE CAP
8" 8"
FOUNDATIONPOURED CONCRETE
POURED CONCRETEFOOTING
PERIMETER CMU WALL AND RELATED
COLUMN DETAILS
INDICATES 3" THK. ROCK FACELIMESTONE CAP
"A"
"B"
"B"
6'
2'
2'
2'
#5 VERT. BAR (TYP.) EACHCORNER CELL
1. COLUMN BLOCK SHALL HAVE ALL CORES GROUTED SOLID, FULL MORTARBEDDING, TOP, BOTTOM & SIDES OF EACH BLOCK AND INCLUDINGCENTER CORE OF COLUMN.
2'-0"9" 9"
3'-6"
6'
2'
2'
2'
CONCRETEFOOTING
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH = 4000 psi (SEE SPECS)REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60
1'
3'-6
"1'
3'(1) #4 BARTOP & BTM
(6) #4
BARS E
QUALL
Y SPA
CED
TOP
& BTM
.
3" CL.TYP.
COLUMN FOUNDATION REINF.
SCALE: 3/4" = 1'-0"
3'(5) #4 BARS EQUALLYSPACED TOP & BTM.
(1) #4 BARTOP & BTM
TYPICAL BOND BEAM COURSE(3 REQUIRED AS SHOWN)(2) #5 CONT. BARS EACHBOND BEAM
2 14" MAX(TYP)
GROUT BEAMSSOLID (TYP)
#4 BARS @ 12" CTRS.HORIZ.
#4 BARS @ 12" CTRS.W/ 90° STANDARD HOOK@ BTM. ALTERNATEDIRECTION OF HOOK
(3) #4 BARSCONTINUOUSBTM.
MINIMUM 6" COMPACTED (CA-6)BENEATH ALL FOOTINGS
EXPANSION JOINT EXPANSION JOINT
#5 VERTICAL BARS
2' L
AP
MIN
.
#5 VERT. BARS W/ 90°STANDARD HOOK @ BTM.
#3 TIES @ 10" CTRS.
(5) #4 BARS EQUALLYSPACED TOP & BTM.
3" C
L.3" C
L.
6"
3" C
L. 6"
6" MIN. COMPACTED (CA-6)BENEATH ALL FOOTINGS 6" MIN. COMPACTED (CA-6)
BENEATH ALL FOOTINGS
* THIS DETAIL FOR USE WITH FENCE COLUMNS THAT ADJOIN CMU WALLS
1 ADDENDUM No. 1TIM H 3-3-17
1
1
1
PERU, ILLINOIS
CITY OF PERU
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
L-2
3
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
CONTRACTOR SHALL PROVIDE 304 STAINLESS
FENCE ELEVATION VIEW
SCALE: 1/2" = 1'-0"
8'-0" 8'-0" 8'-0"
24'-0" COLUMN FACE TO COLUMN FACE
8'-0
"
8'-4
"
4" CL. SP.TYP.
3" SQ. POSTTYP.
STEEL HEX SLEEVE ANCHOR FOR EACHCOLUMN / FENCE ATTACHMENT (VERIFYWITH FENCE MANUFACTURE)
CONTRACTOR SHALL PROVIDE STRAIGHT-LINEBRACKETS AND SWIVEL BRACKETS AS PERMANUFACTURE REQUIREMENT(TYPICAL AT ALL POST CONNECTIONS)
TYPICAL COLUMN
POURED CONCRETEFOOTING
CITY UTILITY GATE ELEVATION VIEW
SCALE: 1/2" = 1'-0"
POURED CONCRETEFOOTING
*
*AS REQUIRED BY FENCE MANUFACTURER
14'-0" GATE (OUT TO OUT)
2" (HINGE CL.) 3" (LATCH CL.)
2'-3 7/16"
2" (HINGE CL.)
2'-3 7/16"
18'-10 7/8"
8'-0
"4"C
L.
4"C
L.
TYPICAL COLUMN
(TYPICAL AT ALL COLUMN CONNECTIONS)
CONTRACTOR SHALL PROVIDE 304 STAINLESSSTEEL HEX SLEEVE ANCHOR FOR EACHCOLUMN / FENCE ATTACHMENT (VERIFYWITH FENCE MANUFACTURE)(TYPICAL AT ALL COLUMN CONNECTIONS)
PERIMETER METAL FENCE AND RELATED
COLUMN DETAILS
GATE ANCHORFOUNDATION
*
* 4'-0
" MIN
.
*
*AS REQUIRED BY FENCE MANUFACTURER*
4'-0
" MIN
.
TYPICAL COLUMN SECTION
SCALE: 3/4" = 1'-0"
2'-0"12" 12"
4'-0"
8" THK. x 1'-4" L. NOM SPLIT FACE(CMU)
CONCRETEFOOTING
INDICATES 3" THK. ROCK FACELIMESTONE CAP
"A"
4'-0
"
2'
#4 VERT. BAR (TYP.) EACHCORNER CELL
TYPICAL COLUMN SECTION "A"
SCALE: 3/4" = 1'-0"
12"
3'-0
"8'-8
"3"
2'-4"
8'-1
1"
2'-0"2" 2"
2'-0"12" 12"
4'-0
"
4'-0"
ROCK FACE LIMESTONE CAP
8" NOM SPLIT FACE(CMU)
FOUNDATIONPOURED CONCRETE
STAINLESS STEEL COPING ANCHORS.EMBED ANCHOR 4" MIN. INTO CMUGROUT. 4-REQUIRED
#4 VERTICAL BARS
2' L
AP
MIN
.
#4 VERT. BARS W/ 90°STANDARD HOOK @ BTM.
#3 TIES @ 8" CTRS.
#4 BARS EACH WAYTOP & BTM.
12"
12"
* THIS DETAIL FOR USE WITH FENCE COLUMNS THAT DO NOT ADJOIN CMU WALLS
1. COLUMN BLOCK SHALL HAVE ALL CORES GROUTED SOLID, FULL MORTARBEDDING, TOP, BOTTOM & SIDES OF EACH BLOCK. CENTER CORE OFTHESE COLUMNS NEED NOT BE GROUTED.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH = 4000 psi (SEE SPECS)REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60
1 ADDENDUM No. 1TIM H 3-3-17
6"
6" MIN. COMPACTED (CA-6)BENEATH ALL FOOTINGS
3" C
L.3" C
L.
3. PROVIDE ADDITIONAL ANCHOR FOUNDATIONS AT 90° GATE TOPROVIDE FIXED OPEN LOCK POSITION.
GATE ANCHOR ROD(EACH GATE)
SLOPE TOP OF FENCE POSTFOUNDATION TO ASSURE POSITIVE DRAINAGE AWAYFROM POST (TYP)
1
1
1
SLOPE TOP OF FENCE POSTFOUNDATION TO ASSURE POSITIVE DRAINAGE AWAYFROM POST (TYP)
1
1
1
1
MARQUEE ENTRANCE COLUMN TOP VIEW
SCALE: 3/4" = 1'-0"
MARQUEE ENTRANCE SECTION AND ELEVATION VIEW
SCALE: 1/2" = 1'-0"12"
3'-0
"12'-0
"3"
12-3
"4'-0
"
2'-8" 8"
8"
1'-4
"8"
ENTRANCE SIGN(BY OTHERS)
2" 2"2'-8"
3'-0"
FOUNDATIONPOURED CONCRETE
POURED CONCRETEFOOTING
12'-0" ENTRANCE OPENING
8'
PERU, ILLINOIS
CITY OF PERU
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
L-3
3
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
ENTRANCE GATE AND WALL SPECIAL COLUMN SECTION
SCALE: 3/4" = 1'-0"
ENTRANCE GATE AND WALL SPECIAL COLUMN ELEVATION VIEW
SCALE: 1/2" = 1'-0"
2'-0
"
1'-2"
2'-0"
TYPICAL 8" NOM SPLITFACE WALL (CMU)
POURED CONCRETEFOOTING (3500 PSI)
8'-8
"3"
4'-0
"8'-1
1"
12'-0" GATE (OUT TO OUT)2'-10"
3" (LATCH CL.)
2" (HINGE CL.) 2" (HINGE CL.)
2" TYP.2'-10"
18'-0"
8'-0
"
CONTRACTOR SHALL PROVIDE 304 STAINLESSSTEEL HEX SLEEVE ANCHOR FOR EACHCOLUMN / FENCE ATTACHMENT (VERIFYWITH FENCE MANUFACTURE)(TYPICAL AT ALL COLUMN CONNECTIONS)
PERIMETER METAL ENTRANCE GATE,
MARQUEE ENTRANCE AND RELATED
CMU COLUMN DETAILS
*
*AS REQUIRED BY FENCE MANUFACTURER*
4'-0
" MIN
.
GATE ANCHORFOUNDATION *
SECTION "A"
GATE ANCHOR ROD(EACH GATE)
1. COLUMN BLOCK SHALL HAVE ALL CORES GROUTED SOLID, FULL MORTARBEDDING, TOP, BOTTOM & SIDES OF EACH BLOCK AND INCLUDINGCENTER CORE OF COLUMN.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH = 3500 psiREINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60
#5 VERT. BAR (TYP.) EACHCELL WHERE SHOWN
"A"
3" THK. ROCK FACELIMESTONE CAP
2'-0
"2'-0"
2'-0"45°
9"
1'-4"
1'-2"
2'-0"
CONCRETEFOOTING
FENCE
3'
COLUMN FOUNDATION REINF.
SCALE: 3/4" = 1'-0"
3'
(5) #4 BARS EQUALLY
SPACED TOP & BTM.
1'
3'-6"
1'
(6) #
4 BA
RS EQUA
LLY S
PACE
D
TOP & B
TM.
(1) #4 BARTOP & BTM
(1) #4 BARTOP & BTM
(2) #4 BAR @ 12" CTRS.TOP & BTM
3" CL.TYP.
5'
5'
3" THK. ROCK FACELIMESTONE CAP
#4 VERT. BAR (TYP.) EACHCELL WHERE SHOWN
10"10"
1'-2
"1'-2
"
#4 VERT. BARS W/ 90°STANDARD HOOK @ BTM.
#3 TIES @ 8" CTRS.
(4) #4 BARS EACH WAYTOP & BTM.3
" CL.
3" C
L.
2'-0
"LA
P
3. PROVIDE ADDITIONAL ANCHOR FOUNDATIONS AT 90° GATE TOPROVIDE FIXED OPEN LOCK POSITION.
GROUTSOLID
GROUTSOLID
GROUTSOLID
1 ADDENDUM No. 1TIM H 3-3-17
"B"
#4 VERT. BARS
5'-0"10" 3'-4" 10"
SECTION "B"
3'-0
"12"
6" 6" MIN. COMPACTED (CA-6)
BENEATH ALL FOOTINGS
ROCK FACELIMESTONE CAP
SLOPE TOP OF FENCE POSTFOUNDATION TO ASSURE POSITIVE DRAINAGE AWAYFROM POST (TYP)
6"
STAINLESS STEEL COPINGANCHORS. EMBED ANCHOR4" MIN. INTO CMU GROUT6-REQUIRED
STAINLESS STEEL COPINGANCHORS. EMBED ANCHOR4" MIN. INTO CMU GROUT4-REQUIRED
#5 VERT. BARS W/ 90°STANDARD HOOK @ BTM.
#3 TIES @10" CTRS.
#4 BARS EACH WAYTOP & BTM. (SEE DETAILTHIS SHT.)
1
1
1
2' L
AP
#5 VERT.BARS
MIN
.
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
RESTROOM / STORAGE BUILDING PLANS
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
A-1
5
TYPICAL REST ROOM
12"
5'-0
"
C L
FINISH FLOOR
SIGNAGE PLACEMENT
ADA DIRECTIONAL SIGNAGE"GEMINI"-BRONZE, (7"x8.5"x .25")W/ SAND BACKGROUND. PROVIDESTYLE REQUIRED FOR EACH RESTROOMUSAGE.
TYPE "A" -1.LOUVER SHALL HAVE A FREE AREA = 100 (SQ. IN.) MIN. EACH.KICK RESISTANT PAINTED METAL (14-GA.) MIN. DOOR LOUVER W/' "KYNAR 500" FINISH.
16" AURA VENTILATOR (AV-14) W/ 2" COLLAR AS MANUF. BY"ACTIVE VENTILATION PRODUCTS, INC." (COLOR TO BESELECTED BY ENGINEER FROM STANDARD COLORS) 387±CFM EXHAUST @ 7.4 MPH WIND SPEED. PROVIDE FINISHEDPAINTED GRILLE WITH PROPER FREE AREA ATTACHED TOINTERIOR ROOF DECK (TYP. TWO PLACES)
2. FINISHES:a) ALL METAL DOORS & FRAMES SHALL RECEIVE PAINTED FINISH OF TWO COATS OF HI-BUILD EPOXY
COATINGS (PAINT TOP & BTM. OF DOORS).
16" x 16" SQ. MASONRYCOLUMN BASE (SPLITFACE) GROUT CORESSOLID AND PROVIDELIMESTONE CAP (SEEDETAIL) TYP.
40 YEAR DIMENSIONAL STYLEASPHALT / FIBERGLASS SHINGLES
2017
16" RESTROOM VENTILATOR
8" NOM SPLITFACE (CMU)COLOR #1
8" NOM SPLITFACE (CMU)COLOR #2
2'-8
"2'
2'
1'-4
"4"
4"
4" NOM SPLITFACE (CMU) BANDCOLOR #1
8" x 16" x 4" LIMESTONECORNERSTONE WITHENGRAVED YEAR (SETFLUSH WITH EXTERIOR)
27"
FOUNTAINDRINKING
WALL HYDRANT
TYPE "A" DOOR LOUVER(SEE NOTE ) TYP. 2-PLCS.3'x7' INSULATED EXTRA HEAVY DUTY REINFORCED STEEL
DOOR (16 GAUGE) W/ 16 GAUGE STEEL FRAME. PROVIDELEVER HANDLES W/ PASSAGE SET, SEPARATE EXTERIORKEYED DEAD BOLT LOCK CYLINDER, 1 1/2 PAIR BUTTS&SURFACE MOUNTED "CUSH" CLOSER.
BRONZE ADA DIRECTIONALSIGNAGE TYP. EACH DOOR
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
LAYOUT PLAN
SCALE: 1/4" = 1'-0"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
40'
17'-4
"5'-4
"1'-4
"
9'-8" 10' 10' 9'-8"
PORCH
1'-4
"3'-4
"
6'
6'
9'-4
"
1'-4
"3'-4
"
3. REST ROOM TOILET PARTITIONS & URINAL SCREENS SHALL BE FLOOR & WALL MOUNTED GALVANNEALED STEELPANELS (20-GAUGE), GRAFFITI RESISTANT, DENT & SCRATCH RESISTANT, CORROSION RESISTANT, STAINRESISTANT W/ BAKED ENAMEL FINISH. COLOR SHALL BE SELECTED FROM MANUF. STANDARDS (12 MIN.).
b)
4. ALL INTERIOR CMU WALLS SHALL BE PAINTED W/ 2-COATS OF EPOXY PAINT. COLOR SHALL BE SELECTEDBY THE OWNER THROUGH THE ENGINEER.
THE CONTRACTOR SHALL PROVIDE A MIN. OF (12) COLOR SAMPLES FOR THE SPLIT FACE BLOCK. COLORSSHALL BE SELECTED BY THE OWNER THROUGH THE ENGINEER.
5.
ALL CEDAR WOOD SIDING & TRIM SHALL BE SEALED WITH AN APPROVED PREMIUM OIL BASESEMITRANSPARENT STAIN FINISH.
3'x7' INSULATED EXTRA HEAVY DUTY REINFORCEDSTEEL DOOR (16 GAUGE) W/ 16 GAUGE STEELFRAME. PROVIDE LEVER HANDLES W/ PASSAGESET, SEPARATE EXTERIOR KEYED DEAD BOLTLOCK CYLINDER &1 1/2 PAIR BUTTS.
3'-4"
2" HOLLOWMETAL FRAME(PAINT)
HOLLOW METALFLUSH DOOR(PAINT)
TYPICAL SINGLE DOOR
7'-4
"
RESTROOM BENCH
18" A
.F.F
.
20"
1/2" DIA. x 4" LG.EXP. BOLTS (2-EACH FRAME)
10 GA. WELDED STEEL FRAME(POWDER COATED FINISH)3-REQUIRED
100% SOLID PVC PLANKS WITHPOWDER COATED FASTENERS(COLOR TO BE SELECTED)
EXTERIOR LIGHTFIXTURE
3" x12" LAMINATEDHEADER (STAIN)
3" x12" LAMINATEDHEADER (STAIN)
CORBEL (TYP)
CORBEL (TYP)
16" x 16" SQ. MASONRYCOLUMN BASE (TYP).
24'
BABY CHANGING STATION - "BRADLEY" #962-11 OR APPROVED EQUAL, SURFACE MOUNTED, STAINLESS STEELEXTERIOR WITH POLYETHYLENE INTERIOR. 4" x 21.5" x 37.5" W/ 50lbs LOAD CAP., SLOE OPENING & CLOSINGBED AND ADA COMPLIANT.
6.
EJ
CJ = MASONRY CONTROL JOINT
CJ
CJ
EJ
(TYP EACH DOOR)*
EJ EJ
10' 10'
PORCH HEADER HANGARBRACKET
PORCH HEADER HANGAR BRACKET:14" x 6" W. x 10" H. "U" BRACKET (PAINT)W/ (2) 12" 304 S.S. HEX THRU BOLTS,NUT & WASHERS (WELD 14" BACK PLATEW/ (2) 12" 304 S.S. HEX HEAD SLEEVEANCHORS TO ATTACH TO CMU WALL).EACH SIDE
PORCH HEADER HANGARBRACKET
WELD 14" THREADED STUD TO 4x4 STEEL COLUMN POST FOR FENCE BRACKET ATTACHMENT. PROVIDE 304 S.S.SLEEVE ANCHORS AT CMU WALLS & 304 S.S. LAG BOLTS AT HEADER BEAM LOCATIONS.
7.
FENCE BRACKET(TYP. 6-PLCS.)SEE NOTE #7
INDICATES CEILINGEXHAUST GRILLE(TYP. 2-PLCS.)
PERIMETER FENCE
PERIMETER FENCE
WESTERN RED CEDAR"STAGGERED SHAKE"SIDING
PLUMBING STACK
EJ = MASONRY EXPANSION JOINT
EDGE OF CONCRETE PAVEMENT
"G"
"B"
"H"
"A"
"E" "E"
"C"
"A"
"H"
"D"
"D"
MATCH PERIMETERFENCE STYLE & TYPE(TYP.) (SEE NOTE #7)
4" HEAD (TYP)PAINT
MEN'S
WC
WOMEN'S
WC
LAV
SERVICESINK
PANEL
MECH.
FD
HANDDRYER
CHANGING
STATION
BABY
HANDDRYER
LAV
WC
UR
STRG.
SHOWER
SHOWER
BENCH
SHOWER
SHOWER
BENCH
CHANGING
STATION
BABY
FD
FD FD
12' 11'-4"6'-8" 6'-8"
6'
9'-4
" FD
FD
3' 3'
5'
3'
1'
5'
3'
1'
4"
4"
1'-4
"4'
3'-8"
"D""D"
8'-8" 3'-4" 15'-4" 3'-4" 8'
3 Revised Restroom Layout & Added ShowersTIM H 7-10-17
PERU, ILLINOIS
CITY OF PERU
EQUIPMENT / STORAGE BUILDING
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
6-13-17
A-2
6
PANEL
ELECT.METER
STORAGE
PUMP ROOM
2017
NORTH
LAYOUT PLAN
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
WEST ELEVATION
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
2'-8
"2'
2'
1'-4
"4"
4"
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PLANS
40'
17'-4
"5'-4
"1'-4
"
9'-8" 10' 10' 9'-8"
27"
WALL HYDRANT DRINKINGFOUNTAIN
MDP
12' 6'-4" 6'-4" 2'-8"
16'
26'-8" 11'-4"
8" NOM SPLITFACE (CMU)COLOR #1
8" NOM SPLITFACE (CMU)COLOR #2
4" NOM SPLITFACE (CMU) BANDCOLOR #1
4" HEAD (TYP)
2" HOLLOWMETAL FRAME(PAINT)
HOLLOW METALFLUSH DOOR(PAINT)
6'-4"7'-4
"
TYPICAL DOUBLE DOOR
TYPE "A" -1.LOUVER SHALL HAVE A FREE AREA = 100 (SQ. IN.) MIN. EACH.KICK RESISTANT PAINTED METAL (14-GA.) MIN. DOOR LOUVER W/' "KYNAR 500" FINISH.
2. FINISHES:a) ALL METAL DOORS & FRAMES SHALL RECEIVE PAINTED FINISH OF TWO COATS OF HI-BUILD EPOXY
COATINGS (PAINT TOP & BTM. OF DOORS).
3. REST ROOM TOILET PARTITIONS & URINAL SCREENS SHALL BE FLOOR & WALL MOUNTED GALVANNEALED STEELPANELS (20-GAUGE), GRAFFITI RESISTANT, DENT & SCRATCH RESISTANT, CORROSION RESISTANT, STAINRESISTANT W/ BAKED ENAMEL FINISH. COLOR SHALL BE SELECTED FROM MANUF. STANDARDS (12 MIN.).
b)
4. ALL INTERIOR CMU WALLS SHALL BE PAINTED W/ 2-COATS OF EPOXY PAINT. COLOR SHALL BE SELECTEDBY THE OWNER THROUGH THE ENGINEER.
THE CONTRACTOR SHALL PROVIDE A MIN. OF (12) COLOR SAMPLES FOR THE SPLIT FACE BLOCK. COLORSSHALL BE SELECTED BY THE OWNER THROUGH THE ENGINEER.
5.
ALL CEDAR WOOD SIDING & TRIM SHALL BE SEALED WITH AN APPROVED PREMIUM OIL BASESEMITRANSPARENT STAIN FINISH.
(2)-3'x7' INSULATED EXTRA HEAVY DUTYREINFORCED STEEL DOOR (16 GAUGE) W/ 16GAUGE STEEL FRAME. PROVIDE 3-MORTISE TYPEBUTT HINGES, OUTSIDE LEVER HANDLE WITHEXTERIOR CYLINDER LOCK, INTERIOR PANICDEVICE & SURFACE MOUNTED CUSH CLOSER(WITH HOLD OPEN) RIGHT LEAF. 3-MORTISE TYPEBUTT HINGES, HEAD & FOOT BOLT & SURFACEMOUNTED CUSH CLOSER, LEFT DOOR. EACHDOOR TO INCLUDE WEATHER STRIP & BOTTOMDOOR SWEEP. PROVIDE ACCESSIBLE ALUMINUMTHRESHOLD & CENTER ASTRAGAL.
EJ
CJ
8" x 16" x 4" LIMESTONECORNERSTONE WITHENGRAVED YEAR (SETFLUSH WITH EXTERIOR)
*PROVIDE MASONRY EXPANSION JOINTS 10'FROM BUILDING EDGE ON NORTH WALL.
3" x12" LAMINATEDHEADER (STAIN)
3" x12" LAMINATEDHEADER (STAIN)
PORCH HEADERHANGAR BRACKET
PORCH HEADER HANGAR BRACKET:14" x 6" W. x 10" H. "U" BRACKET (PAINT)W/ (2) 12" 304 S.S. HEX THRU BOLTS,NUT & WASHERS (WELD 14" BACK PLATEW/ (2) 12" 304 S.S. HEX HEAD SLEEVEANCHORS TO ATTACH TO CMU WALL).EACH SIDE
3" x12" LAMINATEDHEADER (STAIN)
EXTERIOR LIGHTFIXTURE
WELD 14" THREADED STUD TO 4x4 STEEL POST FOR FENCE BRACKET ATTACHMENT. PROVIDE 304 S.S.SLEEVE ANCHORS AT CMU WALLS & 304 S.S. LAG BOLTS AT HEADER BEAM LOCATIONS.
6.
FENCE BRACKET(TYP. 6-PLCS.)SEE NOTE #6
MATCH PERIMETER FENCESTYLE & TYPE (TYP.)
PERIMETER FENCE
PERIMETER FENCE
PERIMETER FENCE
WESTERN RED CEDAR"STAGGERED SHAKE"SIDING
CJ = MASONRY CONTROL JOINT
EJ = MASONRY EXPANSION JOINT
CJCJ CJ
EJ
EDGE OF CONCRETE
3'-4"
TYPICAL SINGLE DOOR
7'-4
"3'-4" 3'-4" 6'
CJ CJ
2" ALUMINUMOR FRP FRAME
FLUSH INSULATEDFRP DOOR
CT CABINET & METER SOCKET W/WIRE TROUGH PER CITY OF PERUELECTRIC DEPT. REQUIREMENTS
14'11'
5'-0
"
6'
7'-4"
ALUMINUM STAIRS - "FS INDUSTRIES" 36" W. x 48" VERT. HEIGHT MODEL #S3650-AL, ALUMINUM BAR GRATINGWITH CORRIGATED ALUMINUM NOSING, ALUMINUM HANDRAIL & ALUMINUM STRUCTURAL CHANNEL STRINGERS.
7.
ALUMINUM STAIRS(SEE NOTE #7)
FINISH FLR=(-)4'
3'x7' INSULATED FRP DOOR & ALUMINUM FRAME.PROVIDE 3-MORTISE TYPE BUTT HINGES,OUTSIDE LEVER HANDLE WITH EXTERIORCYLINDER LOCK, INTERIOR PANIC DEVICE &SURFACE MOUNTED CUSH CLOSER (WITH HOLDOPEN). DOOR TO INCLUDE WEATHER STRIP &BOTTOM DOOR SWEEP AND ACCESSIBLEALUMINUM THRESHOLD
1 1/2" DIA. ALUMINUMGUARDRAIL W/ BASEPLATES (42" H.)
CORNER ELL
3'-6
"1'-9
"1'-9
"
EXPANSIONJOINT SPLICE
6' MAX. SPACINGBETWEEN POSTS
TYPICAL GUARDRAIL DETAIL
RAILINGS SHALL BE 112" SCHEDULE
40 ALUMINUM PIPE ALLOY6105-T5, ASTM-B-429 ORASTM-B-221. POSTS SHALL BE11
2" SCHEDULE 80 ALUMINUM PIPEOF THE SAME ALLOY
BASE FLANGE w/(4) 1/2"Ø x 3 3/4"S.S. HILTI KWIKBOLT II EXPANSIONANCHORS & 3" EMBEDMENT(VERIFY W/ MANUF.)
LOWER LEVEL
40 YEAR DIMENSIONAL STYLEASPHALT SHINGLES
40 YEAR DIMENSIONAL STYLEASPHALT SHINGLES
REMOVABLEHANDRAIL
PROVIDE EXTRUDED ALUMINUM INTAKE LOUVER(0.12 S.F. FREE AREA) "VENT PRODUCTS" ORAPPROVED EQUAL (COLOR TO BE DETERMINED)
PROVIDE EXTRUDED ALUMINUM INTAKELOUVER (1.0 S.F. FREE AREA) "VENTPRODUCTS" OR APPROVED EQUAL(COLOR TO BE DETERMINED)
7'
INTAKE
INTAKE
CONTRACTOR TO PROVIDE ROOFTOP EXHAUSTFAN "GREENHECK" G-103, OR APPROVED EQUAL,700cfm @ 800± fpm, 1/8 HP DIRECT DRIVE(PAINT AS DIRECTED BY ENGINEER) PROVIDEREQUIRED CURB.
CONTRACTOR TO PROVIDE ROOFTOPEXHAUST FAN "GREENHECK" G-103,OR APPROVED EQUAL, 80cfm @800± fpm, 1/60 HP DIRECT DRIVE(PAINT AS DIRECTED BY ENGINEER)PROVIDE REQUIRED CURB
INTERIOR FLOOR SLAB SHALL BE THICKENED UNDER ALL INTERIOR CMU WALLS (SEE DETAIL SHT. #A-4).8.
1 ADDENDUM No. 1TIM H 3-3-17
1
"L"
1
A-4A
A-6L
A-5H
A-5G
A-6J
A-4B
A-6K
A-6K
8" WALL
8" WALL
A-5H
A-4A
A-4E
A-4E
PAVEMENT
DOWEL INTO BUILDING FOUNDATIONWITH #4 BARS DRILLED AND EPOXIED 6" INTO WALL
DOWEL INTO BUILDINGFOUNDATION WITH #4 BARSDRILLED AND EPOXIED 6"INTO WALL
ROOF OUTLINE
FOOTING OUTLINE
2 FOUNDATION REVISIONSAJO 6-13-17
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
SHELTER / RESTROOM BUILDING PLANS
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
6-13-17
A-3
6
TYPE "A" DOOR LOUVER(SEE NOTE #1)
WEST ELEVATION
SCALE: 1/4" = 1'-0"
CORBEL (TYP)
MEN'S
WOMEN'S
SERVICESINK
MECH.
33'
24'
FOUNTAINDRINKING
27"
CJ CJ
TYPE "A" -1.LOUVER SHALL HAVE A FREE AREA = 100 (SQ. IN.) MIN. EACH.KICK RESISTANT PAINTED METAL (14-GA.) MIN. DOOR LOUVER W/' "KYNAR 500" FINISH.
2. FINISHES:a) ALL METAL DOORS & FRAMES SHALL RECEIVE PAINTED FINISH OF TWO COATS OF HI-BUILD EPOXY
COATINGS (PAINT TOP & BTM. OF DOORS).
14" RESTROOM VENTILATOR
3.
b)
ALL INTERIOR CMU WALLS SHALL BE PAINTED W/ 2-COATS OF EPOXY PAINT. COLOR SHALL BE SELECTEDBY THE OWNER THROUGH THE ENGINEER.
THE CONTRACTOR SHALL PROVIDE A MIN. OF (12) COLOR SAMPLES FOR THE SPLIT FACE BLOCK. COLORSSHALL BE SELECTED BY THE OWNER THROUGH THE ENGINEER.
4.
ALL CEDAR WOOD SIDING & TRIM SHALL BE SEALED WITH AN APPROVED PREMIUM OIL BASESEMITRANSPARENT STAIN FINISH.
3'x7' INSULATED EXTRA HEAVY DUTY REINFORCEDSTEEL DOOR (16 GAUGE) W/ 16 GAUGE STEELFRAME. PROVIDE LEVER HANDLES W/ PASSAGESET, SEPARATE EXTERIOR KEYED DEAD BOLTLOCK CYLINDER &1 1/2 PAIR BUTTS.
4" HEAD (TYP) 3'-4"
2" HOLLOWMETAL FRAME(PAINT)
HOLLOW METALFLUSH DOOR(PAINT)
TYPICAL SINGLE DOOR
7'-4
"
3'x7' INSULATED EXTRA HEAVY DUTY REINFORCED STEELDOOR (16 GAUGE) W/ 16 GAUGE STEEL FRAME. PROVIDELEVER HANDLES W/ PASSAGE SET, SEPARATE EXTERIORKEYED DEAD BOLT LOCK CYLINDER, 1 1/2 PAIR BUTTS&SURFACE MOUNTED "CUSH" CLOSER.
INDICATES CEILINGEXHAUST GRILLE
14" AURA VENTILATOR (AV-14) W/ 2" COLLAR AS MANUF. BY"ACTIVE VENTILATION PRODUCTS, INC." (COLOR TO BESELECTED BY ENGINEER FROM STANDARD COLORS) 280±CFM EXHAUST @ 7.4 MPH WIND SPEED. PROVIDE FINISHEDPAINTED GRILLE WITH PROPER FREE AREA ATTACHED TOINTERIOR ROOF DECK (TYP. 2-PLACES)
LAYOUT PLAN
SCALE: 1/4" = 1'-0"
16" x 16" SQ.MASONRYCOLUMN BASE(TYP).
2'-8
"
8" NOM SPLITFACE (CMU)COLOR #1
8" NOM SPLITFACE (CMU)COLOR #1
8" NOM SPLITFACE (CMU)COLOR #2
2017
4" NOM SPLIT FACE (CMU)BAND COLOR #1
8" x 16" x 4" LIMESTONECORNERSTONE WITHENGRAVED YEAR (SETFLUSH WITH EXTERIOR)
40 YEAR DIMENSIONAL STYLEASPHALT SHINGLES
TYPICAL REST ROOM
12"
5'-0
"
C L
FINISH FLOOR
SIGNAGE PLACEMENT
ADA DIRECTIONAL SIGNAGE"GEMINI"-BRONZE, (7"x8.5"x .25")W/ SAND BACKGROUND. PROVIDESTYLE REQUIRED FOR EACH RESTROOMUSAGE.
BRONZE ADA DIRECTIONALSIGNAGE TYP. EACH DOOR
EAST ELEVATION
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2'-8
"2'
2'
1'-4
"4"
4"
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
WESTERN RED CEDAR"STAGGERED SHAKE"SIDINGWESTERN RED CEDAR
"STAGGERED SHAKE"SIDING
PLUMBINGSTACK
CONNECTOR PLATE
CONNECTORPLATE
CJ CJ CJ CJ
CJ = MASONRY CONTROL JOINT
EJ = MASONRY EXPANSION JOINT
1'-4" 3'-4" 4'
5'-4
"8'
8'
8' 8' 8' 8'
8" NOM SPLITFACE (CMU)COLOR #1
23'-4
"
8"
INDICATES CEILINGEXHAUST GRILLE
3'-4
"1'-4
"
TYPE "A" DOOR LOUVER(SEE NOTE #1)
16" x 16" SQ.MASONRYCOLUMN BASE(TYP).
D
D
ALTERNATE 1a
PB-2
"A"
"E"
"E"
"I"
"I"
INTERIOR FLOOR SLAB SHALL BE THICKENED UNDER ALL INTERIOR CMU WALLS (SEE DETAIL SHT. #A-4).5.
1
2
2'-0"
8"
1
3
8"
1 1/4" 2 3/4"
GRANULAR FILL (CA-6)
4"4"
FOUNDATION (3500 PSI)
12"
#4 BARS @ 12" CTRS.
POURED CONCRETE
2 3
/4"
4"
1/4
"
1 1/4" 2"2"
6" MIN. COMPACTED
8"
NUT & WASHER3/4" GALV. THRU BOLT W/
14
13
CONT. BLOCKING AS REQUIRED
#4 BENT BARS12"
(EACH SIDE OF BLDG. FRAME)PAINT PRIOR TO INSTALLATION
4"x4"x1/4" ANGLE CONNECTOR
POURED CONCRETE
(2) #5 BARSFOOTING
CONTINUOUS
(ALTERNATE HOOK)@ 16" CTS.
3'-6
"
FLOOR W/ 6x6 W1.4x W1.44" THK. POURED CONCRETE
WIRE MESH
8"
2" x 8" D & BETTER LOW PITCH BEAM5" WIDE LAMINATED
5/8" x 8" LG. ANCHOR BOLTS@ 48" CTRS. (GALV) TYP
8" NOM SPLIT FACE(CMU)
11
10
12
13
14 CEDAR FASCIA
3/4" GALV. THRU BOLT W/12
3NUT & WASHER
DRIP EDGE
5
4
8
6
7
10
9
11
14
13
2" x 8" CEDAR FASCIA
MECH./ STRG.
(CONTINUOUS) (TYP)2x CEDAR SILL PLATE
14
(CMU) PAINT8" NOM STANDARD
12
13
VARIES (SEE SITE PLAN)
LOW PITCH BEAM5" WIDE LAMINATED
AS REQUIRED (TYP)PROVIDE MOLDING
2'
APPLY APPROVED SEALANTEXPANSION MATERIAL W/ "ZIP-STRIP".1/2" PRE FORMED POLYSTYRENE
#5 BARS (18")@ 2'-0" CTRS
LOW PITCH BEAM5" WIDE LAMINATED
3"X 6" S.Y. PINE T & G DECKING WITHVEE GROOVES ON FINISH FACE(STAIN-TYP) SINGLE SPAN LAYOUT
RESTROOM
(CONTINUOUS) (TYP)
14
8" NOM STANDARD
11
(CMU)13
12
RESTROOM
2x8 FRAMING @ 16" CTRS
2x CEDAR SILL PLATE
& 1/2" PLYWOOD W/ SHIPLAP OR T&G CEDAR SIDING
5" WIDE LAMINATED LOW PITCH BEAM
PERU, ILLINOIS
CITY OF PERU
BUILDING DETAILS
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
6-12-2017
A-4
6
POURED CONCRETEPAVEMENT (BY OTHER)
CEDAR DRIP / TOP CAP(TYP)
WESTERN RED CEDAR"STAGGERED SHAKE"SIDING
12 CONTINUOUS 2x8 CEDARTOP PLATE
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
11
12
13
14
15
16
SECTION-"D"
SCALE: 3/4" = 1'-0"
SECTION-"A"
SCALE: 3/4" = 1'-0"
ANGLE CONNECTOR
N.T.S.
SECTION-"B"
N.T.S.
SECTION-"E"
SCALE: 3/4" = 1'-0"SECTION-"C"
SCALE: 3/4" = 1'-0"
TYPICAL LAMINATED BEAM SCALE: 1/4"= 1'-0"
(5-REQUIRED)
6.
1 3/8" ACTUAL LAMINATIONS
LUMBER TO BE SOUTHERN YELLOW PINE
ALL MEMBERS TO RECEIVE ONE COAT OF CLEAR PENETRATING SEALER.
DESIGN DATA: LL=30 P.S.F , DL= 15 P.S.F. , MAX. SPACING=10'-0" CTRS.
APPEARANCE GRADE TO BE APA-EWS ARCHITECTURAL.
2.
4.
3.
5.
1.
CONTRACTOR TO VERIFY REQUIRED DIMENSION*
27'-6"±
R20'
CONTRACTOR TO VERIFY REQUIRED DIMENSION*
5" WIDE BEAM *1'-8"±*
*6 1/2"±
*3 **8 1/2"±
4"
128"± 1'-11 3/4"±
PORCH HEADER HANGARBRACKET:14" x 6" W. x 10" H. "U" BRACKET(PAINT) W/ (2) 12" GALV. HEXTHRU BOLTS, NUT & WASHERS(WELD BRACKET ALL AROUNDTO 4"x4" COLUMN POST)
CORBEL
3" x12" LAMINATEDHEADER (STAIN)
LOW PITCH BEAM5" WIDE LAMINATED
SPLIT FACE(CMU)
SECTION-"F"
N.T.S.
"F"
10"
6"
1/2" GALV. HEX BOLTS W/WASHER & NUT
LOW PITCH BEAM5" WIDE LAMINATED
24" DIA. CORBEL, SOUTHERNYELLOW PINE (STAIN) GLUE &MECH. FASTEN TO COLUMN &HEADER AS REQUIRED
512"
COLUMN POST TOP BRACKET:14" x 5"W. x 4" H. x 4" LG. "U"BRACKET (PAINT) W/ (1) 34"GALV. THRU BOLT, NUT &WASHER (WELD ALL AROUNDTO TOP OF 4" x 4" POST)
4"COLUMN POST TOPBRACKET
4"
5"
1x8 CEDAR CONT. TRIMBOARD (STAIN)
3"
LAMINATEDHEADER (STAIN)
WRAP STEEL COLUMN W/1x WESTERN RED CEDAR"D" OR BETTER GRADE (TYP)
5 1/2"
4" NOM SPLIT FACE(CMU)
4" NOM SPLIT FACE(CMU)
GROUT BLOCK CORES SOLIDAND PROVIDE #4 VERT. BARS@ 48" CTRS. (TYP)
GROUT TOP BLOCK CORESSOLID
GROUT BLOCK CORESSOLID AND PROVIDE#4 VERT. BARS @48" CTRS. (TYP)
CLASS "A" ASPHALT ARCHITECTURAL SHINGLES WITH A 40YEAR WARRANTY & UNDERLAYMENT MEMBRANE TO BEINSTALLED PER MANUFACTURER'S INSTRUCTIONS, OVER #1,3" x 6" S.Y. PINE T & G DECKING WITH VEE GROOVES ONFINISH FACE - SINGLE SPAN LAYOUT
1x WESTERN RED CEDARCOLUMN COVER
PORCH HEADER HANGARBRACKET
THRU-WALL FLASHINGW/ WEEPHOLES @ 24"CTRS. (TYP.)
8" NOM SPLIT FACE (CMU). PROVIDE"DURO WALL" HORIZ. REINF. @ 16" MAXCTRS. (TYP)
1/4"
2x FRAMING @ 16" CTRS & 1/2" PLYWOOD W/SHIP LAP OR T&G CEDAR SIDING (STAIN). SIDINGNOT REQUIRED IN MECH. OR STG. ROOMS.
2x4 FRAMING @ 16" CTRS &1/2" PLYWOOD W/ SHIP LAP ORT&G CEDAR SIDING
THE ABOVE SECTION REPRESENTS A TYPICAL FOUNDATION DETAILFOR USE UNDER EXTERIOR CMU WALLS.
1 ADDENDUM No. 1TIM H 3-3-17
AGG. BASE COURSE
UNDER CMU WALLS
THICKENED SLAB DETAIL
BARRIERW/ 6 MIL. VAPOR
3" CL.
(3) #4 BARS (CONT.)
4" THK. POURED CONCRETE
6" (MIN) COMPACTED
FLOOR W/ W1.4 x W1.4 W.W.M.
8" (NOM.) CMU WALL
4"
24"
8"
FINISH FLOOR
OR FIBER MESH
N.T.S.
1
GRANULAR FILL (CA-6)6" MIN. COMPACTED
1
24" L
AP
#1 3" x 6" S.Y.PINE T & GDECKING
1x8 CEDAR CONT.TRIM BOARD
PROVIDE COMPLETE SUBMITTALS DETAILING BEAM CHARACTERISTICSAND DIMENSIONS FOR REVIEW. SUBMITTALS MUST STAMPED BY ASTATE OF ILLINOIS LICENSED STRUCTURAL ENGINEER.
5/8" x 8" LG. ANCHORBOLTS @ 48" CTRS.(GALV) TYP
1/2" EXPANSION MATERIAL (FULL DEPTH)W/ REMOVABLE TOP CAP "ZIP STRIP"APPLY POLYSULFIDE JOINT SEALANT"W.R. MEADOWS", "DECK-O-SEAL" ORAPPROVED EQUAL
SECTION-"L"
SCALE: 3/4" = 1'-0"
POURED CONCRETE W/ 6x6 W1.4 x W1.4WIRE MESH (BROOMED FINISH) JOINT @ 6'MAX. CENTERS
4"
8"
TOOLEDEDGES (TYP)
#4 BARS CONT.(TOP & BTM.)
12"6'-8"
8"
12"
6"
12" DIA. SMOOTH BARS 18" LG.@ 18" CTRS. DRILLED 6" INTOBLDG. FOUNDATION WALL
AGG. BASE COURSE 6" (MIN) COMPACTED
1
2 SWITCH TO SMOOTH DOWELSAJO 6-12-17
MEC
HANIC
AL
BUIL
DIN
GUSE
4'-3
" FO
R
PERU, ILLINOIS
CITY OF PERU
BUILDING DETAILS
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
6-13-17
A-5
6
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
SECTION "G"
SCALE: 3/4" = 1'-0"
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
2'-8
"
STAINLESS STEEL COPING ANCHORSAND PINS AT EACH JOINT. EMBEDANCHOR 4" MIN. INTO CMU GROUT
1'-6" SQ.
DRIP ALLAROUND(TYP)
3"
1/2
"
4'-6
"
12"
10"1'-4" SQ.10"
4 12" x 10" x 38" PLATE W/ (2) 58" x 4"ANCHORS WELDED TO BASE
1"
HSS 4"x4"x14" COLUMN
FINISH WITH APPROVEDRUST INHIBITOR PAINT
PORCH HEADER HANGARBRACKET
CORBEL
3" x12" LAMINATEDHEADER (STAIN)
POLYETHYLENE FOAM BACKER ROD& APPROVED SEALANT (ALL AROUND)
1x WESTERN RED CEDARCOLUMN COVER
LOW PITCH BEAM5" WIDE LAMINATED
GROUT SOLIDALL AROUND
2'-0"
8"8"
GRANULAR FILL (CA-6)
FOUNDATION (3500 PSI)
12"
#4 BARS @ 12" CTRS.
POURED CONCRETE
6" MIN. COMPACTED
8"
#4 BENT BARS
(2) #5 BARSCONTINUOUS
(ALTERNATE HOOK)@ 16" CTS.
3'-6
"
POURED CONCRETEPAVEMENT
SECTION "H"
SCALE: 3/4" = 1'-0"
GRANULAR FILL (CA-6)COMPACTED
LIMESTONE CAP (ROCK FACE)
STAINLESS STEEL COPING ANCHORSAND PINS AT EACH JOINT. EMBEDANCHOR 4" MIN. INTO CMU GROUT
4 x 8 x 16 NOM. SPLIT FACE (CMU)
DRIP EACH SIDE (TYP)
GROUT VOID SOLID
2'-8
"2 1
/2" 10"
8"
LIMESTONE CAP (SLOPE)ROCK FACE
CONCRETE BLOCK
BACKER RODAND APPROVEDSEALANT
PREFORMEDCONSTRUCTIONJOINT FILLER
CMU EXPANSION JOINT DETAIL
N.T.S.
CONNECTOR PLATE:14" PLATE (EACH SIDE) PAINT W/(4) 34" GALV. HEX THRU BOLTS,NUT & WASHERS (SEE DETAIL)(PAINT)
12"
8"
12"
SECTION "I"
N.T.S.
CMU CONTROL JOINT DETAIL
8" NOM. CMU
N.T.S.
BACKER ROD, BOND BREAKERAND SEALANT
BREAK HORIZONTAL REINF.AT CONTROL JOINT
ALL WALL FLASHINGS MUSTRUN CONTINUOUS THRUCONTROL JOINTS FILL CAVITY WITH GROUT
BACKER ROD, BOND BREAKERAND SEALANT
BUILDING FELT AT ONESIDE ONLY
(4) #4 BARS WITH 90° STANDARDHOOK @ ENDS
POURED CONCRETE FOOTING
(3) #5 BARS EACH WAYEQUALLY SPACED
4'-6
"
12"
13"1'-4" (SQ.)13"
4 12" x 10" x 38" PLATE W/ (2) 58" x 4"ANCHORS WELDED TO BASE
POURED CONCRETE FOOTING
HEADER HANGAR BRACKET
3" x12" LAMINATEDHEADER (STAIN)
1x WESTERN RED CEDARCOLUMN COVER
LOW PITCH BEAM5" WIDE LAMINATED
6'-9" RAD.
7 12 "
2" x 8" CEDAR FASCIA2" x 8" CEDAR FASCIA
5" X 7 12" GLUE LAMINATED PRESSURETREATED SOUTHERN YELLOW PINE(STAIN)
CORBEL (ADJUST AS REQUIREDFOR CONNECTOR PLATE)
(2) 34" GALV. HEX LAG BOLTSWITH WASHER (COUNTERSINK)
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
2'-8
"
STAINLESS STEEL COPING ANCHORSAND PINS AT EACH JOINT. EMBEDANCHOR 4" MIN. INTO CMU GROUT
1'-6" SQ.
DRIP ALLAROUND(TYP)
3"
1/2
"
1"
HSS 4"x4"x14" COLUMN, FINISH WITH AN
APPROVED RUST INHIBITOR PAINTPOLYETHYLENE FOAM BACKER ROD& APPROVED SEALANT (ALL AROUND)
GROUT SOLIDALL AROUND
4 x 8 x 16 NOM. SPLIT FACE (CMU)
LIMESTONE CAP (SLOPE)ROCK FACE
CONNECTOR PLATE DETAIL
N.T.S.
14" THK. STEEL PLATE(PAINT)
78" DIA. HOLES (TYP)
5 1/2"
6"
2 1/4"
FLOOR W/ 6x6 W1.4x W1.44" THK. POURED CONCRETE
WIRE MESH
*
3"
3"
SECTION "1A"
1/2" MIN.3" MAX.
8" LINTEL SECTION
N.T.S.
CMU LINTEL DETAIL - PLAN VIEW
OPENING 8"BEARING
"1A"
#5 BAR
8" REGULAR SPLITFACE CMU
GROUT LINTEL BEAM IN ONECONT. OPERATION FROMBOTTOM OF LINTEL TO TOP OF1ST COURSE OF REGULAR SPLITFACE CMU ABOVE LINTEL.
FULLY GROUTED CORESWITH FULL MORTARBEDDING
PROVIDE No. 4 VERT. BAR FULL HEIGHT OFWALL IN 1st CELL FROM OPENING IN REGULARSPLIT FACE BLOCK. FULLY GROUT THIS CELL.
DEVELOP HORIZONTAL LINTELBAR USING 180° HOOKSAROUND No. 4 VERT. BAR
SPLIT FACED LINTEL BEAMFULLY GROUTED
N.T.S.
L-1 LINTEL DETAIL
LINTEL (L-1) SHALL BE PLACED OVER ALLDOOR OPENINGS AND WALL PENETRATIONSOVER 32" WIDE. PROVIDE SINGLE BOND BEAMWITH #5 CONT. BAR OVER ANY OPENING ORPENETRATION SMALLER THAN 32".
STEEL HSS SECTIONS SHALL MEET ASTM A500 GRADE B WITHMINIMUM YIELD STRENGTH OF 46 ksi.
1 ADDENDUM No. 1TIM H
1.
ALL CONCRETE SHALL HAVE A MINIMUM 14 DAY COMPRESSIVESTRENGTH AS DESCRIBED IN THE SPECIFICATIONS.
2.
VERIFY FASTENER HOLE LOCATIONSWITH BLDG. MATERIAL SUPPLIER.
#3 TIES @8" CTRS.
3-3-17
1/2" PRE FORMEDPOLYSTYRENE EXPANSIONMATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
4 x 8 x 16 NOM.SPLIT FACE (CMU)
ALL REINFORCING STEEL SHALL MEET ASTM A615 GRADE 60.3.
#3 TIES @ 8"CTRS.
3'-6" (SQ.)
3" C
L.
2" CL.COMPACTEDGRANULAR FILL(CA-6)
(4) #4 BARS WITH 90°STANDARD HOOK AT END
(4) #4 BARSTOP & BTM.EACH WAY
COMPACTED GRANULARFILL (CA-6)
6"
3" C
L. POURED CONCRETE FOOTING6"
COMPACTED GRANULAR FILL (CA-6) :6" THK. x 2' W. UNDER "RESTROOM / STRG BLDG."18" THK. x 5' W. UNDER "EQUIP. / STRG. BLDG."
3'-0" (SQ.) COMPACTED GRANULAR FILL (CA-6) :6" THK. x 3' W. UNDER "RESTROOM / STRG BLDG."18" THK. x 6' W. UNDER "EQUIP. / STRG. BLDG."
1
1
1
1
1
1
2" CL.(TYP)
BENT ANCHOR BOLTS SHALL MEET ASTM F1554.4.
PERU, ILLINOIS
CITY OF PERU
FOUNDATION DETAILS
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
6-13-17
A-6
6
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
12"
SECTION-"J"
SCALE: 3/4" = 1'-0"
4'-0"
8"2'-8"
12"
8"
SECTION-"K"
SCALE: 3/4" = 1'-0"
FLOOR W/ 6x6 W1.4x W1.44" THK. POURED CONCRETE
WIRE MESH
4'-0
"
CONC. WALL, RUB ALL EXPOSEDSURFACES W/ CARBORUNDUMSTONE AND CEMENT MIXTUREPRODUCING A UNIFORMTEXTURE AND COLOR (TYP)
FLOOR W/ 6x6 W1.4x W1.44" THK. POURED CONCRETE
WIRE MESH
LOWER LEVEL
1
1
COMPACTEDGRANULAR FILL(CA-6)
3" CL.
3" CL.
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
#4 HORIZ. BARS@ 12" CTRS.(CONT.)
(4) #4 BARS CONT. EVENLYSPACED (TOP & BTM.)
#4 VERT. BARS PLACE @ CENTER OFWALL @ 18" CTRS. WITH 90°STANDARD HOOK @ BOTTOM(ALTERNATE HOOKED BAR DIRECTION)
#4 BARS @18" CTRS.(TOP & BTM.)
PROVIDE 3/4" CHAMFER (TOP & BTM)& REGLET. INSTALL BACKROD &APPROVED CAULK
1'-6
"
COMPACTED GRANULAR FILL(CA-6) 18" THK. x 7' W.
2'-0"
8"8"
GRANULAR FILL (CA-6)
#4 BENT BARS @ 18"
6" MIN. COMPACTED
8"
POURED CONCRETE
(2) #5 BARS CONTINUOUS
FOOTING
IN FOOTING
6"
18"OPENING
24"GRADEBEAM
2" CLEAR
2" CLEAR
(3) #4 BARS TOP & BOTTOMOF GRADE BEAM2" CLEAR
(3) #4 BARS EACH SIDE OF GRADE BEAM
#3 STIRRUPS @ 10" CENTERS
1 ADDED NEW SHEET A-6AJO 6-13-17
4'-0"
8"2'-8" 8"
12"
#4 BARS @ 18" CTRS.TOP & BOTTOM
SECTION-"L" ALONG EAST WALL LOWER LEVEL
SCALE: 3/4" = 1'-0"
4" FLOOR SLAB
NOTE:
PROVIDE A MINIMUM OF 12" CLEARCONCRETE BETWEEN PIPE PENETRATIONSMEASURED BOTH HORIZONTALLY ANDVERTICALLY. A MINIMUM OF (2) FULL-HEIGHTVERTICAL BARS SHALL BE PROVIDED IN THE 12" HORIZONTAL CLEAR SPACE BETWEENANY TWO PIPE OPENINGS.
COMPACTEDGRANULAR FILL(CA-6)
#4 HORIZONTAL BARS @ 12" CENTERS
#4 VERTICAL BARS PLACED AT CENTER OF WALLAT 8" CENTERS WITH 90° STANDARD HOOKAT BOTTOM (ALTERNATE HOOKED BAR DIRECTION)
BENT BARS (30" X 30")TO LAP WITH HORIZONTALBARS AT CORNERS A-6
J
A-6J
(3) #4 BARS AT TOP &BOTTOM OF GRADE BEAM #3 STIRRUPS AT
10" CENTERS13 TOTAL REQUIRED
24"EMBEDMENT
SHOWING REINFORCEMENT AT GRADE BEAM LEVEL
SCALE: 3/4" = 1'-0"
PLAN VIEW DETAIL - NORTH FOUNDATION WALL
2" CLEAR
CONSTRUCTIONJOINT
#4 HORIZONTAL BARS AT 12" CENTERS
#4 VERTICAL BARSAT 18" CENTERS
2
1
3
4
GROUT BLOCK CORES SOLIDAND PROVIDE #4 VERT. BARS@ 48" CTRS. (TYP)
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
THRU-WALL FLASHINGW/ WEEPHOLES @ 24"CTRS. (TYP.)
4" CONCRETE FLOOR SLABWITH 6x6 W1.4x W1.4
WIRE MESH
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP"
APPLY APPROVED SEALANT
4" FLOOR SLAB MUST BE IN PLACEPRIOR TO BACKFILLING AGAINSTGRADE BEAM
ALL EXPOSED INTERIOR CONCRETESURFACES SHALL BE RUBBEDWITH A CARBORUNDUM STONEAND CEMENT MIXTURE TOPRODUCE A UNIFORM TEXTUREAND COLOR
#4 HORIZONTAL BARS
(ALTERNATE HOOKED BAR DIRECTION)
8"
COMPACTED GRANULAR FILL(CA-6) 18" THK. x 5' W.
2
1
3
4
CONC. WALL, RUB ALL EXPOSEDSURFACES W/ CARBORUNDUMSTONE AND CEMENT MIXTUREPRODUCING A UNIFORMTEXTURE AND COLOR (TYP)
GROUT BLOCK CORES SOLIDAND PROVIDE #4 VERT. BARS@ 48" CTRS. (TYP)
COMPACTED GRANULAR FILL(CA-6) 18" THK. x 7' W.
1
1
3" CL.
3" CL.
1/2" PRE FORMED POLYSTYRENEEXPANSION MATERIAL W/ "ZIP-STRIP".APPLY APPROVED SEALANT
WITH 6x6 W1.4 x W1.4WIRE MESH
(4) #4 BARS CONT. EVENLYSPACED (TOP & BTM.)
24"EMBEDMENT
8"
#4 VERTICAL BARS AT 8" CENTERS
#4 HORIZONTAL BARS AT 12" CENTERS
8"
10'-0"
2'-0" 2'-0"
14'-0"
EQUIPMENT / STORAGE BUILDING
NOTES:
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
E-1
3
NORTHNORTH
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
PB-2
ELECTRICAL NOTESTHESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT A COMPLETE PROJECT. MODIFICATIONS TO THEWORK SHALL BE PROVIDED BY THIS CONTRACTOR TO COMPLY WITH PROJECT REQUIREMENTS. LOCATIONS OFEQUIPMENT SHOW A GENERAL ARRANGEMENT AND INTENDED FUNCTION. BEFORE INSTALLING EQUIPMENT,CHECK DOOR OPERATIONS AND ALL REQUIRED CLEARANCES TO AVOID INTERFERENCE WITH OTHER TRADES.
INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND CONDITIONS FORWARRANTIES AND GUARANTIES. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE AND SATISFACTORYINSTALLATION.
COMPLY WITH LOCAL AND APPLICABLE CODES. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT SHALLGOVERN. SHOULD A CONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS AND APPLICABLE CODES, WORKSHALL COMPLY WITH THE REQUIREMENTS OF THE ENFORCING CODE AUTHORITIES.
ALL WIRING SHALL BE #12 THWN / THNN IN 3/4" CONDUIT UNLESS OTHERWISE NOTED.
1.
2.
3.
4.
20 AMP DUPLEX RECEPTACLE (48" A.F.F.)
WEATHER PROOF OUTLET WITH GFI PROTECTIONWP
INDICATES ELECTRICAL CIRCUIT
SINGLE POLE SWITCH (48" A.F.F.)
48"
A
LEGEND
20 AMP DUPLEX RECEPTACLE (24" A.F.F.)24"
LED STRIP LIGHT FIXTURE-"LITHONIA" OR APPROVED EQUAL, DMW2 L24 4000LM PFL WDMVOLT GZ1 40K 80CRI
S
OCCUPANCY SENSOR - "ACUITY CONTROLS, SENSOR SWITCH" MODEL CM PDT 9.(DAMP LISTED)OS
PANELBOARD - "SQUARE D" "NQ", TYPE 2, 400 AMP, 3-WIRE, 1-PHASE, 24 SPACEDISTRIBUTION PANEL W/ MAIN BREAKER (PROVIDE REQUIRED EQUIPMENTBREAKERS AS SHOWN ON THE PLANS)PB-2
PROVIDE POWER SUPPLY TO WATER HEATER AND PROVIDE ALL PARTS AND LABOR REQUIRED FOR PROPEREQUIPMENT INSTALLATION. PLUMBING CONTRACTOR SHALL PROVIDE WATER HEATER IN PLACE.
5.
ALL RECEPTACLES ARE TO BE GROUND FAULT PROTECTED (GFI).6.
ELECTRICAL CONTRACTOR SHALL VERIFY REQUIRED LOADS FOR EACH CIRCUIT AND EVENLY BALANCE PANELBUSS BARS ACCORDINGLY.
7.
4
15
13
16
14
9
7
5
3
10
8
6
1
20
2
20
LIGHTS
20
RECEPTACLES
1211
20
2020
20
20
20
30
20
LIGHTS
17 18
19 20
21 22
29 30
RECEPTACLES
20
60
30
20
OPEN
ELECTRICAL LIGHTING PLAN
SCALE: 1/4"=1'-0"
ELECTRICAL POWER PLAN
SCALE: 1/4"=1'-0"
B
EXTERIOR WALL MOUNTED LIGHT-"LITHONIA" DSXW1 LED 20C 1000 40K T3MMVOLT DDBXD, W/ (PHOTO CONTROL). MOUNTING HEIGHT 9'-6"± A.F.F. TOCENTER OF FIXTURE UNLESS NOTED OTHERWISE.
BB
A
B
A
A
A A
S
S
OS
OS
OS
24" 24" 24"
48"48"
48"
48"
48"
24"
WP
24"
WP
PROVIDE REMOTE PHOTO CONTROLLOCATION FOR THIS WALL MOUNTEDFIXTURE. VERIFY LOCATION IN FIELD
PB-2
UE
24"
1
1
2
2
2
1
2
3 3
4
4
4
4
4
4 5 6 7
13,15
WH-1
12,14
WH-1
3
24"
WP
RECEPTACLESRECEPTACLES
RECEPTACLES
UE
UE 6'
PROVIDE (4) ADDITIONAL SPARE 1"CONDUITS FROM PB-2 (CAPPED) FORFUTURE USE (BURY 24" DEPTH)
WATER HEATER - 208V., 1-PHASE, 4.1 kw, 20 Amps.WATER HEATER-1
"BOBRICK" MODEL #B-715, 15 AMP, 115 VOLT, 1725W., 100 CFM AIRFLOW, ONE-PIECE,20 GA., 304 STAINLESS STEEL W/ SATIN FINISH & CONCEALED VANDAL RESISTANTSCREWS.
AIR HAND
DRYER
AIR HAND
DRYER
AIR HAND
DRYER
HAND DRYERHAND DRYER
HAND DRYER
10
11
WATER HEATER
WATER HEATER
WATER HEATER
UNDERGROUND ELECT.FROM MDP (BY CITY OFPERU ELECT. DEPT.N.I.C.)
SITE LIGHTS ( )
*
N.I.C.
*
ELECTRONIC FAUCET
17
COORDINATE WITH THE CITY OF PERU ELECT. DEPT. TO VERIFY SIZE OFCONDUIT & THE NUMBER OF CONDUITS REQUIRED. PROVIDE BREAKER &CONDUIT FROM PANEL TO 6' OUTSIDE BUILDING AS DIRECTED BY CITY.
**
CONTRACTOR SHALL PROVIDE TYPEWRITTEN CIRCUIT NAMEPLATES FOR ALL PANELS AS APPROVED BY ENGINEER.8.
RESTROOM / STORAGE BUILDING
ELECTRICAL PLAN
OPEN
PORCH
MEN'S
WOMEN'S
MECH.
STRG.
2
A
2
2
C
C
LED SHOWER LIGHT FIXTURE-"LITHONIA" OR APPROVED EQUAL, 7" DIA. FLUSH MOUNT,FMML 7 840 WL, 660 LUMENS, WET LOCATIONSC
1
OS
A
C
C
48"
3
17
48"
3
44
WH-2
16, 18
23 24
25 26
27 28
OPENOPEN
OPEN
OPEN
WATER HEATER - 208V., 1-PHASE, (2) 5.5 kw ELEMENTS, 60 Amp BREAKER.WATER HEATER-2
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
3 Revised Restroom Layout & Added ShowersTIM H 7-10-17
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
E-2
3
NORTHNORTH
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
ELECTRICAL NOTESTHESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT ACOMPLETE PROJECT. MODIFICATIONS TO THE WORK SHALL BEPROVIDED BY THIS CONTRACTOR TO COMPLY WITH PROJECTREQUIREMENTS. LOCATIONS OF EQUIPMENT SHOW A GENERALARRANGEMENT AND INTENDED FUNCTION. BEFORE INSTALLINGEQUIPMENT, CHECK DOOR OPERATIONS AND ALL REQUIREDCLEARANCES TO AVOID INTERFERENCE WITH OTHER TRADES.
INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS AND CONDITIONS FOR WARRANTIES ANDGUARANTIES. PROVIDE ALL ACCESSORIES REQUIRED FOR ACOMPLETE AND SATISFACTORY INSTALLATION.
COMPLY WITH LOCAL AND APPLICABLE CODES. IN THE EVENT OFA CONFLICT, THE MOST STRINGENT SHALL GOVERN. SHOULD ACONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS ANDAPPLICABLE CODES, WORK SHALL COMPLY WITH THEREQUIREMENTS OF THE ENFORCING CODE AUTHORITIES.
ALL WIRING SHALL BE #12 THWN / THNN IN 3/4" CONDUITUNLESS OTHERWISE NOTED.
1.
2.
3.
4.
20 AMP DUPLEX RECEPTACLE (48" A.F.F.)
WEATHER PROOF OUTLET WITH GFI PROTECTIONWP
INDICATES ELECTRICAL CIRCUIT
SINGLE POLE SWITCH (48" A.F.F.)
48"
A
LEGEND
20 AMP DUPLEX RECEPTACLE (24" A.F.F.)24"
LED STRIP LIGHT FIXTURE-"LITHONIA" OR APPROVED EQUAL, DMW2 L24 4000LM PFL WDMVOLT GZ1 40K 80CRI
S
OCCUPANCY SENSOR - "ACUITY CONTROLS, SENSOR SWITCH" MODEL CM PDT 9.(DAMP LISTED)OS
PANELBOARD - "SQUARE D" "NQ", TYPE 2, 100 AMP, 3-WIRE, 1-PHASE, 24 SPACEDISTRIBUTION PANEL W/ MAIN BREAKER (PROVIDE REQUIRED EQUIPMENTBREAKERS AS SHOWN ON THE PLANS)PB-1
PROVIDE POWER SUPPLY TO WATER HEATER AND PROVIDE ALLPARTS AND LABOR REQUIRED FOR PROPER EQUIPMENTINSTALLATION. PLUMBING CONTRACTOR SHALL PROVIDE WATERHEATER IN PLACE.
5.
ALL RECEPTACLES ARE TO BE GROUND FAULT PROTECTED (GFI).6.
UH-1
ELECTRICAL CONTRACTOR SHALL VERIFY REQUIRED LOADS FOREACH CIRCUIT AND EVENLY BALANCE PANEL BUSS BARSACCORDINGLY.
7.
4
15
13
16
14
9
7
5
3
10
8
6
1
20
2
20
LIGHTS
20
RECEPTACLES
1211
20
2020
20
20
20
20
20
LIGHTS
17 18
19 20
21 22
23 24
SPARE
LIGHTS
20
20
20
20
20
20
20
20
20
SPARE
ELECTRICAL LIGHTING PLAN
SCALE: 1/4"=1'-0"
ELECTRICAL POWER PLAN
SCALE: 1/4"=1'-0"
MAIN DISTRIBUTION PANEL - "SQUARE D" "NQ", TYPE 2, 400 AMP, 4-WIRE,3-PHASE, 120 / 208V., 12 SPACE DISTRIBUTION PANEL W/ MAIN BREAKER(PROVIDE REQUIRED BREAKERS AS SHOWN ON THE PLANS)MDP
B
EXTERIOR WALL MOUNTED LIGHT-"LITHONIA" DSXW1 LED 20C 1000 40K T3MMVOLT DDBXD, W/ (PHOTO CONTROL). MOUNTING HEIGHT 9'-6"± A.F.F. TOCENTER OF FIXTURE UNLESS NOTED OTHERWISE.
BB
A
B
A
24" 24" 24"
48" 48"
48"
48"
24"
WP
24"
WP
PROVIDE REMOTE PHOTO CONTROLLOCATION FOR THIS WALL MOUNTEDFIXTURE. VERIFY LOCATION IN FIELD
UE
24"
1 2
3
3
2
3
8
10
10
8
8
4 5 6 7
EQUIPMENT / STORAGE BUILDING
ELECTRICAL PLANS
PB-1
MDP
A A A
A A A
S SS
A
A
AA
ELECT.METER
BB
UE
3
3
PB-1
MDP
ELECT.METER
INDICATED ROOFBEAM
10, 12
UNIT HEATER - "REZNOR"-MODEL EGHB-7 (AK15), 7.5kw, 208V. 3 PH., 700 CFM,1550 RPM W/ WALL MOUNTING KIT & THERMOSTAT OR APPROVED EQUAL
UH-1
48"
48"
9
9
48"
10
48"
10
48"
10
9
48"
10
48"
9
24"WP
9
RECEPTACLE
RECEPTACLE
RECEPTACLES
RECEPTACLES
RECEPTACLERECEPTACLES
EXHAUST FANEXHAUST FAN
UEUE
PROVIDE (4) ADDITIONAL SPARE 1"CONDUITS FROM PB-1 (CAPPED) FORFUTURE USE (BURY 24" DEPTH)
6'
ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL METERPEDESTAL AS SHOWN ON PLANS. CITY OF PERU TO PROVIDEAND INSTALL METER.
8.
65
10
8
9
7
1211
100
BA
21
43
LIGHTING PANEL (LP-1)LIGHTING PANEL (LP-2)
100
100
LIGHTING PANEL (LP-3)
B
1413
1615
1817
2019
CHEMICAL FEED CONTROLCHEMICAL FEED PUMPS
CHEMICAL FEED PUMPS
FEATURE PUMP (10-HP)
FEATURE PUMP (10-HP)
FLOW SWITCH
UNDERGROUND ELECT.FROM TRANSFORMER(BY CITY OF PERUELECT. DEPT., N.I.C)
RECIRCULATION PUMP (5-HP)
SHELTER-1 ( ) N.I.C.
2221
2423
2625
2827
3029
20
20
20
SHELTER-2 ( ) N.I.C.
20
SITE LIGHTS ( ) N.I.C.
**
COORDINATE WITH THE CITY OF PERU ELECT. DEPT. TO VERIFY SIZE OFCONDUIT & THE NUMBER OF CONDUITS REQUIRED. PROVIDE BREAKER &CONDUIT FROM PANEL TO 6' OUTSIDE BUILDING AS DIRECTED BY CITY.
**
CONTRACTOR SHALL PROVIDE TYPEWRITTEN CIRCUIT NAMEPLATESFOR ALL PANELS AS APPROVED BY ENGINEER.
9.
**
**
SHELTER-2 ( ) N.I.C.
**
SHELTER-4 ( ) N.I.C.
**
SHELTER-4 ( ) N.I.C.
**
SHELTER-1 ( ) N.I.C.
**
SHELTER-3 ( ) N.I.C.
**
SHELTER-3 ( ) N.I.C.
**
COORDINATE WITH THE CITY OF PERU ELECT. DEPT. TO VERIFY SIZE OFCONDUIT & THE NUMBER OF CONDUITS REQUIRED. PROVIDE BREAKER &CONDUIT FROM PANEL TO 6' OUTSIDE BUILDING AS DIRECTED BY CITY.
**
UE
UE 6'
PROVIDE (4)ADDITIONAL SPARE 1"CONDUITS FROM PB-1(CAPPED) FOR FUTUREUSE (BURY 24" DEPTH)
RECEPTACLE
FEATURE CONTROLLERHOLDING TANK AUTOFILL
20
20
SPARESPARE
20 20
60
60
40
THIS CONTRACTOR SHALL VERIFY REQUIRED POWER LOADS ANDLOCATIONS OF POWER SOURCE WITH SPLASH PAD EQUIPMENT(CONTRACT #3) TO ASSURE PROPER INSTALLATIONS. IT WILL BETHE RESPOSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIREDPOWER TO EACH CONTROL PANELS, PUMPS, SOLENOID VALVES,WATER SENSORS AND EXHAUST EQUIPMENT.
10.
THIS CONTRACTOR SHALL PROVIDE EMERGENCY SHUT OFFSWITCHES FOR FEATURE PUMPS AS REQUIRED BY CONTRACT #3.
11.
48"
17
CHEMFEED
13
CHEMFEEDPUMP
16
14
20
20
20
20
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
CT CABINET & METER SOCKET W/ WIRE TROUGH AS REQUIRED BY CITYOF PERU ELECTRIC DEPARTMENTMETER
1
1 ADDENDUM No. 1TIM H 3-3-17
SHELTER / RESTROOM BUILDING
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
E-3
3
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
ELECTRICAL NOTESTHESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT A COMPLETE PROJECT. MODIFICATIONS TO THEWORK SHALL BE PROVIDED BY THIS CONTRACTOR TO COMPLY WITH PROJECT REQUIREMENTS. LOCATIONS OFEQUIPMENT SHOW A GENERAL ARRANGEMENT AND INTENDED FUNCTION. BEFORE INSTALLING EQUIPMENT,CHECK DOOR OPERATIONS AND ALL REQUIRED CLEARANCES TO AVOID INTERFERENCE WITH OTHER TRADES.
INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND CONDITIONS FORWARRANTIES AND GUARANTIES. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE AND SATISFACTORYINSTALLATION.
COMPLY WITH LOCAL AND APPLICABLE CODES. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT SHALLGOVERN. SHOULD A CONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS AND APPLICABLE CODES, WORKSHALL COMPLY WITH THE REQUIREMENTS OF THE ENFORCING CODE AUTHORITIES.
ALL WIRING SHALL BE #12 THWN / THNN IN 3/4" CONDUIT UNLESS OTHERWISE NOTED.
1.
2.
3.
4.
20 AMP DUPLEX RECEPTACLE (48" A.F.F.)
WEATHER PROOF OUTLET WITH GFI PROTECTIONWP
INDICATES ELECTRICAL CIRCUIT
SINGLE POLE SWITCH (48" A.F.F.)
48"
A
LEGEND
20 AMP DUPLEX RECEPTACLE (24" A.F.F.)24"
LED STRIP LIGHT FIXTURE-"LITHONIA" OR APPROVED EQUAL, DMW2 L24 4000LM PFL WDMVOLT GZ1 40K 80CRI
S
OCCUPANCY SENSOR - "ACUITY CONTROLS, SENSOR SWITCH" MODEL CM PDT 9.(DAMP LISTED)OS
PANELBOARD - "SQUARE D" "NQ", TYPE 2, 100 AMP, 3-WIRE, 1-PHASE, 24 SPACEDISTRIBUTION PANEL W/ MAIN BREAKER (PROVIDE REQUIRED EQUIPMENTBREAKERS AS SHOWN ON THE PLANS)PB-3
PROVIDE POWER SUPPLY TO WATER HEATER AND PROVIDE ALL PARTS AND LABOR REQUIRED FOR PROPEREQUIPMENT INSTALLATION. PLUMBING CONTRACTOR SHALL PROVIDE WATER HEATER IN PLACE.
5.
ALL RECEPTACLES ARE TO BE GROUND FAULT PROTECTED (GFI).6.
WATER HEATER - 208V., 1-PHASE, 4.1 kw, 20 Amps.WATER
HEATER
ELECTRICAL CONTRACTOR SHALL VERIFY REQUIRED LOADS FOR EACH CIRCUIT AND EVENLY BALANCE PANELBUSS BARS ACCORDINGLY.
7.
4
15
13
16
14
9
7
5
3
10
8
6
1
20
2
20
LIGHTS
20
RECEPTACLES
1211
20
2020
20
LIGHTS
17 18
19 20
WATER HEATER
21 22
23 24
OPEN
RECEPTACLES
20
20
20
30
20
20
OPEN
ELECTRICAL LIGHTING PLAN
SCALE: 1/4"=1'-0"
B
EXTERIOR WALL MOUNTED LIGHT-"LITHONIA" DSXW1 LED 20C 1000 40K T3MMVOLT DDBXD, W/ (PHOTO CONTROL). MOUNTING HEIGHT 9'-6"± A.F.F. TOCENTER OF FIXTURE UNLESS NOTED OTHERWISE.
NORTH NORTH
ELECTRICAL POWER PLAN
SCALE: 1/4"=1'-0"
B
B
S
OS
OS
PB-3
UE
48"
24"
WP
48"
24"
WP
48"
WP
48"
A
A
A
1
1
1
2
2
3
3
3
3
5
6
WP
7
RECEPTACLESRECEPTACLES
PB-3
4
4
8
9, 11
10, 12
RECEPTACLESRECEPTACLES
WATER HEATER
30
CONTRACTOR SHALL PROVIDE REMOTEPHOTO CONTROL FOR THIS LIGHT. LOCATION OF P.C. TO BE DETERMINEDIN FIELD
ELECTRICAL PLANS
WH
WH
UEUE
6'
PROVIDE (4) ADDITIONALSPARE 1" CONDUITS FROMPB-3 (CAPPED) FOR FUTUREUSE (BURY 24" DEPTH)
UNDERGROUND ELECT.FROM MDP (BY CITY OFPERU ELECT. DEPT.N.I.C.)
ELECTRONIC FAUCET
13
13
CONTRACTOR SHALL PROVIDE TYPEWRITTEN CIRCUIT NAMEPLATES FOR ALL PANELS AS APPROVED BY ENGINEER.8.
ALTERNATE 1a
48"
WP
48"
WP
SPARESPARE
SPARE
OPENOPEN
OPENOPEN
OPENOPEN
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
P-1
1
CONTRACTOR SHALL PROVIDE ALL HOT & COLD WATER SUPPLY PIPING1.
9.
8.
7.
6.
PROVIDE VALVES AT ALL FIXTURES AND BRANCH PIPING AS REQUIRED TOACCOMPLISH INDIVIDUAL FIXTURE ISOLATION THROUGH OUT.
FURNISH AND INSTALL INDICATED PLUMBING FIXTURES COMPLETE WITHFAUCETS, STOP VALVES AND TRAPS.
PERIMETER OF SIDEWALK. VERIFY DEPTH AND LOCATIONS W/ THE CITY.CONTRACTOR SHALL PROVIDE SEWER & WATER TO A POINT BEYOND
IN REST ROOM. PIPING SHALL BE COPPER TUBING TYPE "L" (USE TYPE "K")TO FIXTURES SHOWN. PIPING SHALL BE CONCEALED WITHIN WALLS
5.
4.
3.
2.
PLUMBING SHALL COMPLY WITH THE MOST RECENT ILLINOIS STATEPLUMBING CODE.
ALL FIXTURES AND HARDWARE SHALL BE INSTALLED IN STRICT ACCORDANCEWITH THE ILLINOIS ACCESSIBILITY CODE AND A.D.A.
ALL WASTE & VENT PIPING SHALL BE INSTALLED AT (1/8") PER FT. SLOPE. VENTSTACKS SHALL INCREASE TO (3") THRU ROOF & BE CONCEALED IN WALLS WHEREFEASIBLE OR AS APPROVED OTHERWISE. PROVIDE REQUIRED AND APPROVEDROOF VENT FLASHINGS FOR EACH VENT STACK PENETRATION.
PROVIDE PIPE SAFETY COVERS FOR SUPPLY & WASTE PIPING AS REQUIREDBY THE ILLINOIS STATE PLUMBING CODE. COVERS SHALL BE MANUF. BY"PLUMBEREX SPECIALTY PRODUCTS, INC." OR APPROVED EQUAL.
PROVIDE REQUIRED MIXING VALVE AND THERMAL EXPANSION TANKFOR THE NEW WATER HEATER.
UNDER CONCRETE SLABS). ALL PIPING ROUTING SHALL BE APPROVED
CO
FD
S.S.
WH
LAV
WC
MIRROR
DISPENSER
TOILET PAPER
PLUMBING LEGENDGRAB BARS
CAST IRON CLEAN-OUT BODY W/ CAST BRONZE TOP SECURED TO CASTING W/ SCREWS
FIBERGLASS SERVICE SINK W/ "CHICAGO FAUCET" No.895-317 DECKMOUNTED (4" CTRS.) W/ SWING GOOSENECK SPOUT AND WRISTBLADES
CAST IRON FLOOR DRAIN WITH BRONZE TOP AND INTEGRAL CLEANOUT
ELONGATED BOWL, 12" ROUGH-IN,16 1/2" RIM HEIGHT, 1.6 GPF, W/ OPENWATER CLOSET -"AMERICAN STANDARD" "CADET 3", WHITE VITREOUS CHINA,
FRONT SEAT (VERIFY LEVER SIDE). TANK TOP SHALL BE LOCKABLE.
WALL HYDRANT-"ZURN" - Z1333-C STAINLESS FACE W/ ANGLED NOZZLE,AUTOMATIC DRAINING AND ANTI-SIPHON.
1 1/4" DIA., HEAVY DUTY 304 STAINLESS STEEL, CONCEALED MOUNTED AND STANDARD SATIN FINISH,LENGTH OF GRAB BARS SHALL BE 36" BEHIND W.C. AND 42" ON THE SIDE WALL BY THE WATER CLOSET.
"BOBRICK" MODEL #B-165 24"x 36", 304 STAINLESS STEEL, SATIN FINISH W/ CONCEALED MOUNTING BRACKET.MOUNT AS REQUIRED BY THE ILLINOIS ACCESSIBILITY CODE. (TYP @ EACH LAVATORY)
"BOBRICK" MODEL #B-5288 SURFACE MOUNTED, MULTI-ROLLED, HIGH-IMPACT ABS W/ CONCEALED MOUNTING
C COLD WATER SUPPLY
H HOT WATER SUPPLY
AND LOCKING SECURE DOOR. 1 PER WATER CLOSET STALL (LOCATE IN THE FIELD)
SOAP DISPENSER"BOBRICK" MODEL #B-5050 SURFACE MOUNTED, HIGH-IMPACT ABS W/ PUSH BUTTON AND SPOUT ANDLOCKING SECURE LID. 1 PER RESTROOM (LOCATE IN THE FIELD)
WASTE RECEPTACLE"BOBRICK" MODEL #B-275 SURFACE MOUNTED, STAINLESS STEEL 22 GAUGE SATIN FINISH W/ VINYL LINER (20 GALLON CAPACITY. 1 PER RESTROOM (LOCATE IN THE FIELD)
TOWEL DISPENSER "BOBRICK" SURFACE MOUNTED, 304 22 GAUGE STAINLESS STEEL, SATIN FINISH W/ TUMBLER LOCK,HINGED AT BOTTOM AND REFILL INDICATOR.
WASTE PIPE
VENT PIPE(VERIFY LOCATION IN FIELD WITH ENGINEER) 10. COORDINATE VALVING IN MECH ROOM WITH CITY FOR METHOD OF
WINTERIZING FACILITY.
BY THE ENGINEER PRIOR TO PLACEMENT.
URINAL - "AMERICAN STANDARD" "WASHBROOK" ULTRA HIGH EFFICIENT,3/4" INLET TOP SPUD, 0.125 TO1.0 gpf FLUSH W/ 3/4" FLUSH VALVE.UR
NORTH
FD
WC
LAV
SERVICESINK
FD
HAND
WASTE PIPING PLAN
SCALE: 1/4"=1'-0"NORTH
WCWC
SERVICESINK
SUPPLY PIPING PLAN
SCALE: 1/4"=1'-0"
3" VENT STACKINCREASE TO 4"THRU ROOF
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
RPZ
C C
W
STRAINER, WATER METER AND DOUBLECHECK VALVE (RPZ) ASSEMBLY (ASREQUIRED), SHALL BE PROVIDED BYTHE CITY BUT INSTALLED BY THISCONTRACTOR (SEE NOTE No. 10)
MC
DF
STAINLESS STEEL TWO LEVEL DRINKING FOUNTAIN "ELKAY BARRIER-FREE"MODEL EDFP217C (MOUNTING HEIGHT PER ACCESSIBILITY CODE
WH WH
5'
5'
CC
C
WH
FD
FD
CO
TIE INTO SANITARY SEWERSERVICE (CONTRACT #1)
TIE INTO 1" WATER SERVICE(CONTRACT #1)
LAVATORY - "AMERICAN STANDARD" "LUCERNE" (BARRIER FREE), WHITEVITREOUS CHINA WALL HUNG W/ CARRIER, OFFSET DRAIN, ANGLE SUPPLIESWITH STOPS AND "CHICAGO FAUCET" "THE HYTRONIC" ELECTRONICFAUCET-#116.101.AB.1,, DECK MOUNT W/ INFRARED DUAL BEAMSENSOR. PROVIDE APPROVED INSULATED COVERS ON ALL EXPOSED PIPES.
WH-1C C
C
6" 6"
2
"
2"
2"
2"
4"
4"
4"
3/4"
1"
3/4"
1/2"
3/4
"
WH-1
WATER HEATER - POINT OF USE ELECTRIC TANKLESS WATER HEATER "EEMAX" SP4208, 0.3 TURN ON GPM,56° TEMP RISE @ 0.5 GPM.
DF
RESTROOM / STORAGE BUILDING
PLUMBING PLAN
C
H
C C
H
1"
WH-2
WH WH
WC
DRYER
2"
2"
2
"
2"
2"
WC
URLAV
FD
3" VENT STACKINCREASE TO 4"THRU ROOF
FD
2"
6"
WH-1
WH-2
WATER HEATER - 50 GAL. ELECTRIC WATER HEATER WITH (2) 5500W. ELEMENTS, (0.93) UEF, 25 GPHRECOVERY RATE @ 90° RISE.
HANDDRYER
H H
3/4"
3 Revised Restroom Layout & Added ShowersTIM H 7-10-17
2"
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
P-2
1
CONTRACTOR SHALL PROVIDE ALL HOT & COLD WATER SUPPLY PIPING1.
9.
8.
7.
6.
PROVIDE VALVES AT ALL FIXTURES AND BRANCH PIPING AS REQUIRED TOACCOMPLISH INDIVIDUAL FIXTURE ISOLATION THROUGH OUT.
FURNISH AND INSTALL INDICATED PLUMBING FIXTURES COMPLETE WITHFAUCETS, STOP VALVES AND TRAPS.
PERIMETER OF SIDEWALK. VERIFY DEPTH AND LOCATIONS W/ THE CITY.CONTRACTOR SHALL PROVIDE SEWER & WATER TO A POINT BEYOND
IN REST ROOM. PIPING SHALL BE COPPER TUBING TYPE "L" (USE TYPE "K")TO FIXTURES SHOWN. PIPING SHALL BE CONCEALED WITHIN WALLS
5.
4.
3.
2.
PLUMBING SHALL COMPLY WITH THE MOST RECENT ILLINOIS STATEPLUMBING CODE.
ALL FIXTURES AND HARDWARE SHALL BE INSTALLED IN STRICT ACCORDANCEWITH THE ILLINOIS ACCESSIBILITY CODE AND A.D.A.
ALL WASTE & VENT PIPING SHALL BE INSTALLED AT (1/8") PER FT. SLOPE. VENTSTACKS SHALL INCREASE TO (3") THRU ROOF & BE CONCEALED IN WALLS WHEREFEASIBLE OR AS APPROVED OTHERWISE. PROVIDE REQUIRED AND APPROVEDROOF VENT FLASHINGS FOR EACH VENT STACK PENETRATION.
PROVIDE PIPE SAFETY COVERS FOR SUPPLY & WASTE PIPING AS REQUIREDBY THE ILLINOIS STATE PLUMBING CODE. COVERS SHALL BE MANUF. BY"PLUMBEREX SPECIALTY PRODUCTS, INC." OR APPROVED EQUAL.
PROVIDE REQUIRED MIXING VALVE AND THERMAL EXPANSION TANKFOR THE NEW WATER HEATER.
UNDER CONCRETE SLABS). ALL PIPING ROUTING SHALL BE APPROVED
CO
FD
WH
PLUMBING LEGEND
CAST IRON CLEAN-OUT BODY W/ CAST BRONZE TOP SECURED TO CASTING W/ SCREWS
CAST IRON FLOOR DRAIN WITH BRONZE TOP AND INTEGRAL CLEANOUT (SEE PLAN FOR SIZE)
WALL HYDRANT-"ZURN" - Z1333-C STAINLESS FACE W/ ANGLED NOZZLE,AUTOMATIC DRAINING AND ANTI-SIPHON.
C COLD WATER SUPPLY
H HOT WATER SUPPLY
WASTE PIPE
VENT PIPE
(VERIFY LOCATION IN FIELD WITH ENGINEER)
10. COORDINATE VALVING IN MECH ROOM WITH CITY FOR METHOD OFWINTERIZING FACILITY.
BY THE ENGINEER PRIOR TO PLACEMENT.
SC
SILLCOCK- "NIBCO" MULTI-PURPOSE SHUT OFF VALVE, CASTCOPPER WITH ZINC ALLOY HANDWHEEL
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
DF
STAINLESS STEEL TWO LEVEL DRINKING FOUNTAIN "ELKAY BARRIER-FREE"MODEL EDFP217C (MOUNTING HEIGHT PER ACCESSIBILITY CODE
WASTE PIPING PLAN
SCALE: 1/4"=1'-0"SCALE: 1/4"=1'-0"
SUPPLY PIPING PLAN
NORTHNORTH
WH
SC
SCFD
FD
FD
FD
FD
FD
4"
4"
6"
2" 2"
2"
4"
2"
2"
4"
4"
6"
2"
2"
JOSAM MODEL 49426-LFFLOOR SINK OR APPROVEDEQUAL. PROVIDE HOLE INGRATE 1" LARGER THAN THEFILTER BACKWASH PIPE
12"
4"
4" FLOOR DRAINFOR RPZ BLOWOFF
5'-2 1/2"
2'-6
3/4
"
5'-6
"
7'-0"
3'-4"
2'-8
"
5'-8"
8'-0
"
6'-4"
5'-0
"
P.V.C. SDR-35 @ 1.0%
P.V.C. SDR-35 @ 2.0%
SCH. 40 P.V.C.
SCH. 40 P.V.C. @ 2.0%
I.E. 601.75 AT FOOTING
I.E. 601.53 AT FOOTING
I.E. 603.56 AT FOOTING
5'-0"
PROVIDE SUPPLY LINE TO FIXTURES AS REQUIREDPROVIDE SHUT OFF VALVE FOR EACH FIXTURE
1"
4"
2"
INSTA
LL M
ETER
AND
RPZ
IN T
HIS
RUN
12"
1'-2"
1"
1"
2"2"
1" SUPPLY LINE FOR FEATURESCOORDINATE WITH SPLASH PADCONTRACTOR FOR ACTUALLOCATION.HOLDING TANK SUPPLY LINE
COORDINATE WITH SPLASH PADCONTRACTOR FOR POINT OFTERMINATION FOR THIS CONTRACT SCH. 80 P.V.C.
I.E. 603.56 AT FOOTING
4" P
VC
C-9
00
, D
R-1
8
2" SUPPLY 3/4"
2"
SOLENOID VALVESUPPLIED BY THESPLASH PAD CONTRACTOR
MANUALFEED
TERMINATE 40" A.F.F.
3/4"
HOLDING TANK SUPPLY PIPING DETAILN.T.S.
COORDINATE WITH SPLASH PADCONTRACTOR FOR ACTUALLOCATION OF THIS DETAIL
WATTS MODEL LF 009 RPZOR APPROVED EQUAL
2"
1"
4" D.I. ELBOW, FLG.
INSTALL 4" X 2" REDUCEROR REDUCING FLANGE
EQUIPMENT / STORAGE BUILDING
PLUMBING PLAN
ALL VALVES INDICATED SHALL BE SCH 80 PVC TRU-UNIONBALL VALVES.
VENT PIPING NOT SHOWN. IT SHALL BE THE PLUMBINGCONTRACTORS RESPONSIBILITY TO INSTALL ALL REQUIREDVENT PIPING AS REQUIRED BY CODE.
ALL FLOOR DRAINS AND THE FLOOR SINK SHALL BE INSTALLEDWITH "P" TRAPS.
1.
2.
1.
5'
A s
PERU MORRIS
cos A ET SILLINOIS
CONSTRUCTION
PLANS
2-21-17
P-3
1
CONTRACTOR SHALL PROVIDE ALL HOT & COLD WATER SUPPLY PIPING1.
9.
8.
7.
6.
PROVIDE VALVES AT ALL FIXTURES AND BRANCH PIPING AS REQUIRED TOACCOMPLISH INDIVIDUAL FIXTURE ISOLATION THROUGH OUT.
FURNISH AND INSTALL INDICATED PLUMBING FIXTURES COMPLETE WITHFAUCETS, STOP VALVES AND TRAPS.
PERIMETER OF SIDEWALK. VERIFY DEPTH AND LOCATIONS W/ THE CITY.CONTRACTOR SHALL PROVIDE SEWER & WATER TO A POINT BEYOND
IN REST ROOM. PIPING SHALL BE COPPER TUBING TYPE "L" (USE TYPE "K")TO FIXTURES SHOWN. PIPING SHALL BE CONCEALED WITHIN WALLS
5.
4.
3.
2.
PLUMBING SHALL COMPLY WITH THE MOST RECENT ILLINOIS STATEPLUMBING CODE.
ALL FIXTURES AND HARDWARE SHALL BE INSTALLED IN STRICT ACCORDANCEWITH THE ILLINOIS ACCESSIBILITY CODE AND A.D.A.
ALL WASTE & VENT PIPING SHALL BE INSTALLED AT (1/8") PER FT. SLOPE. VENTSTACKS SHALL INCREASE TO (3") THRU ROOF & BE CONCEALED IN WALLS WHEREFEASIBLE OR AS APPROVED OTHERWISE. PROVIDE REQUIRED AND APPROVEDROOF VENT FLASHINGS FOR EACH VENT STACK PENETRATION.
PROVIDE PIPE SAFETY COVERS FOR SUPPLY & WASTE PIPING AS REQUIREDBY THE ILLINOIS STATE PLUMBING CODE. COVERS SHALL BE MANUF. BY"PLUMBEREX SPECIALTY PRODUCTS, INC." OR APPROVED EQUAL.
PROVIDE REQUIRED MIXING VALVE AND THERMAL EXPANSION TANKFOR THE NEW WATER HEATER.
UNDER CONCRETE SLABS). ALL PIPING ROUTING SHALL BE APPROVED
CO
FD
S.S.
WH
WH
LAV
WC
MIRROR
DISPENSER
TOILET PAPER
PLUMBING LEGENDGRAB BARS
CAST IRON CLEAN-OUT BODY W/ CAST BRONZE TOP SECURED TO CASTING W/ SCREWS
FIBERGLASS SERVICE SINK W/ "CHICAGO FAUCET" No.895-317 DECKMOUNTED (4" CTRS.) W/ SWING GOOSENECK SPOUT AND WRISTBLADES
CAST IRON FLOOR DRAIN WITH BRONZE TOP AND INTEGRAL CLEANOUT
ELONGATED BOWL, 12" ROUGH-IN,16 1/2" RIM HEIGHT, 1.6 GPF, W/ OPENWATER CLOSET -"AMERICAN STANDARD" "CADET 3", WHITE VITREOUS CHINA,
FRONT SEAT (VERIFY LEVER SIDE). TANK TOP SHALL BE LOCKABLE.
WALL HYDRANT-"ZURN" - Z1333-C STAINLESS FACE W/ ANGLED NOZZLE,AUTOMATIC DRAINING AND ANTI-SIPHON.
1 1/4" DIA., HEAVY DUTY 304 STAINLESS STEEL, CONCEALED MOUNTED AND STANDARD SATIN FINISH,LENGTH OF GRAB BARS SHALL BE 36" BEHIND W.C. AND 42" ON THE SIDE WALL BY THE WATER CLOSET.
"BOBRICK" MODEL #B-165 24"x 36", 304 STAINLESS STEEL, SATIN FINISH W/ CONCEALED MOUNTING BRACKET.MOUNT AS REQUIRED BY THE ILLINOIS ACCESSIBILITY CODE. (TYP @ EACH LAVATORY)
"BOBRICK" MODEL #B-5288 SURFACE MOUNTED, MULTI-ROLLED, HIGH-IMPACT ABS W/ CONCEALED MOUNTING
C COLD WATER SUPPLY
H HOT WATER SUPPLY
AND LOCKING SECURE DOOR. 1 PER WATER CLOSET STALL (LOCATE IN THE FIELD)
SOAP DISPENSER"BOBRICK" MODEL #B-5050 SURFACE MOUNTED, HIGH-IMPACT ABS W/ PUSH BUTTON AND SPOUT ANDLOCKING SECURE LID. 1 PER RESTROOM (LOCATE IN THE FIELD)
WASTE RECEPTACLE"BOBRICK" MODEL #B-275 SURFACE MOUNTED, STAINLESS STEEL 22 GAUGE SATIN FINISH W/ VINYL LINER (20 GALLON CAPACITY. 1 PER RESTROOM (LOCATE IN THE FIELD)
TOWEL DISPENSER "BOBRICK" SURFACE MOUNTED, 304 22 GAUGE STAINLESS STEEL, SATIN FINISH W/ TUMBLER LOCK,HINGED AT BOTTOM AND REFILL INDICATOR.
WASTE PIPE
VENT PIPE
(VERIFY LOCATION IN FIELD WITH ENGINEER)
10. COORDINATE VALVING IN MECH ROOM WITH CITY FOR METHOD OFWINTERIZING FACILITY.
BY THE ENGINEER PRIOR TO PLACEMENT.
URINAL - "AMERICAN STANDARD" "WASHBROOK" ULTRA HIGH EFFICIENT,3/4" INLET TOP SPUD, 0.125 TO1.0 gpf FLUSH W/ 3/4" FLUSH VALVE.UR
SPLASH PARK CONTRACT 2 - SITE BUILDINGS
PERU, ILLINOIS
CITY OF PERU
DF
STAINLESS STEEL TWO LEVEL DRINKING FOUNTAIN "ELKAY BARRIER-FREE"MODEL EDFP217C (MOUNTING HEIGHT PER ACCESSIBILITY CODE
WASTE PIPING PLAN
SCALE: 1/4"=1'-0"SCALE: 1/4"=1'-0"
SUPPLY PIPING PLAN
RPZ
WM
C
C
C
STRAINER, WATER METER AND DOUBLECHECK VALVE (RPZ) ASSEMBLY (ASREQUIRED), SHALL BE PROVIDED BYTHE CITY BUT INSTALLED BY THISCONTRACTOR (SEE NOTE No. 10)
5'3" VENT STACKINCREASE TO 4"THRU ROOF
CO
LAVATORY - "AMERICAN STANDARD" "LUCERNE" (BARRIER FREE), WHITEVITREOUS CHINA WALL HUNG W/ CARRIER, OFFSET DRAIN, ANGLE SUPPLIESWITH STOPS AND "CHICAGO FAUCET" "THE HYTRONIC" ELECTRONICFAUCET-#116.101.AB.1,, DECK MOUNT W/ INFRARED DUAL BEAMSENSOR. PROVIDE APPROVED INSULATED COVERS ON ALL EXPOSED PIPES.
WATER HEATER - POINT OF USE ELECTRIC TANKLESS WATER HEATER "EEMAX" SP4208, 0.3 TURN ON GPM,56° TEMP RISE @ 0.5 GPM.
FD
FD
SERVICESINK
TIE INTO SANITARY SEWERSERVICE (CONTRACT #1)
4"
5'
2"
2"
4"
4"
4"
WH
LAV
1"
WC
C
H
WH
C
3/4"
LAV
WC
DF
TIE INTO 1" WATER SERVICE(CONTRACT #1)
WH
WH
WH
3/4"
ALTERNATE 1a
SHELTER / RESTROOM BUILDING
PLUMBING PLAN
NORTH NORTH