aqua duck car wash hollow bee, lp

Transcription

AQUA DUCK CAR WASH
HOLLOW BEE, LP
717-533-3346
800-231-3346
www.yingstengineers.com
Stephen M. Yingst, P.E., CBIE
421 W. Chocolate Ave., Hershey, PA 17033
PLANS PREPARED FOR
PROJECT LOCATION:
Lot 6A - 2130 SOUTH MARKET STREET
MECHANICSBURG, PA 17055
Lot 6A - 2130 S Market St
Mechanicsburg, PA 17055
Project Location:
AQUA DUCK CAR WASH
HOLLOW BEE, LP
Plans Prepared For
COVER SHEET
PLANS GENERATED BY:
Jurisdiction:
Upper Allen Township
Cumberland County, PA
Applicable Building Codes:
PA UCC: 2009 IBC
2009 ICC - A117.1
2008 NFPA 70 (NEC)
Description:
This project involves the construction of a new car wash structure. The
car was will consist of two automatic bays and an equipment room.
Building Data:
Occupancy Use: Car Wash
REAR PERSPECTIVE VIEW
NTS
Occupancy Classification : Business Group B
Construction Type: IIB - Non Combustible
Building Area:
Equipment Room = 844 sf
Wash Bays = 1,757 sf
Total Area = 2,601 sf
No.
PROJECT DATA
Description
NTS
COVER SHEET
GENERAL CONSTRUCTION NOTES
FOUNDATION
MAIN FLOOR
EXTERIOR ELEVATIONS
CROSS SECTION
CROSS SECTION
CROSS SECTION
ENCLOSURE UNIT STANDARD DETAILS
EQUIPMENT/MECHANICAL PLAN
ELECTRICAL LIGHTING PLAN & PANEL LAYOUTS
ELECTRICAL POWER PLAN
PLUMBING PLAN
PLUMBING DISTRIBUTION PLAN
REVISIONS
G-1.0
G-1.1
A-1.0
A-1.1
A-2.0
A-3.0
A-3.1
A-3.2
A-4.0
M-1.0
E-1.0
E-1.1
P-1.0
P-1.1
FRONT PERSPECTIVE VIEW
Date
INDEX OF DRAWINGS
VICINITY MAP
Copyright © 2014, Yingst Engineers &
Associates, Inc. All rights reserved.
These drawings are instruments of service
and remain the exclusive property of Yingst
Engineers & Associates, Inc. The client shall
be granted a non-exclusive licence to use
the drawings solely for the project depicted
on the drawings. The drawings may not be
modified in any way and may not be used
for subsequent buildings, additions,
renovations, modifications or alterations
without the express written consent of
Yingst Engineers & Associates, Inc. Yingst
Engineers & Associates, Inc. assumes no
liability for any use of the drawings beyond
the non-exclusive licence granted herein.
Project No:
Date:
Fire Protection: Automatic Sprinklers not required
Number of required exits: 1 required, 2 provided
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
G-1.0
01 10 00 - Summary
4.) Do not use calcium chloride admixtures.
1.) All work shall be performed in accordance with these drawings and any additional notes,
specifications, manufacturer's instructions, codes, etc. referenced herein.
5.) Do not allow construction equipment on newly placed slabs for a min. of seven (7) days.
03 80 00 - Concrete Cutting & Boring
2.) These drawings are based primarily on the observation of the apparent construction of the
structure and the qualified knowledge and experience of Yingst Engineers & Associates, Inc.
Compliance with any specifications, except as expressly noted, legal, or code requirements, is
specifically excluded from this project. No guarantee or warranty as to future life, performance,
or need for future repairs of any kind is intended or implied.
1.) Sawcut joints must be completed within 4 hrs. of finishing and to a minimum depth of 1/4 the slab
thickness (1/3 for fiber reinforced). Joints shall be caulked with a concrete compatible sealant and
shall utilize backer rod.
DIVISION 04: MASONRY
3.) Drawings should not be scaled. Contact Yingst Engineers & Associates, Inc. for clarification of
any dimension in question.
4.) Details shown on these drawings are typical. While drawn for specific locations, the details
are intended to establish the general types of details to be used throughout. In the event
certain features of the construction are not fully shown on the drawings, their construction shall
be of the same character as for similar conditions that are shown or noted.
1.) Provide mortar to meet the requirements of ASTM C270, type M below grade and type S for all
other work.
717-533-3346
800-231-3346
DIVISION 01: GENERAL REQUIREMENTS
2.) Provide grout consisting of 1 part Type I Portland cement, 3 parts fine sand and 1 part course
aggregate. Add enough potable water to produce flowable mix.
A.) Fill masonry cores and voids between masonry solid with grout as indicated.
5.) The Contractor shall not make any changes without prior written authorization from Yingst
Engineers & Associates, Inc. Any changes made without this authorization shall be immediately
corrected at the Contractor's expense.
3.) Adequately protect mortar and grout from freezing for seven (7) days following placing.
4.) Do not use calcium chloride admixtures in mortar or grout.
6.) The Contractor shall obtain all permits and licenses required by the governing agencies unless
otherwise arranged with the building owner.
01 30 00 - Administrative Requirements
04 20 00 - Unit Masonry
1.) Provide hollow (2 core) Grade N concrete blocks (CMU - concrete masonry units) conforming to
ASTM C90. Use nominal sizes as indicated.
1.) Design Criteria used in structural analysis (unless otherwise noted):
2.) Tops of masonry shall be level and faces plumb.
A.) Assumed soil bearing pressure = 2000 PSF (If site conditions indicate lesser value,
notify Yingst Engineers & Associates, Inc. so that necessary structural modifications can be
made.)
B.) Design Roof Loads:
a.) Live load = 30 PSF
b.) Dead load = 10 PSF
c.) Snow load = 30 PSF
C.) Design Wind Loads:
a.) Basic wind speed = 90 MPH
b.) Wind exposure = Category "B"
DIVISION 05: METALS
1.) All structural steel to be fabricated and erected in accordance with specifications of the American
Institute of Steel Construction and furnished with shop coat paint.
2.) All steel hollow structural sections (HSS) shall conform to ASTM A500 Grade "B".
3.) Rolled steel plates and bars shall conform to ASTM A36.
DIVISION 07: THERMAL AND MOISTURE PROTECTION
2.) All shop drawings prepared by subcontractors, suppliers, etc. shall be reviewed by Yingst
Engineers & Associates, Inc. for conformance with the design concept and approved by the
building owner prior to construction.
07 10 00 - Dampproofing and Waterproofing
1.) Install 6 mil poly-vapor barrier under all new interior concrete floor slabs.
01 50 00 - Temporary Facilities and Controls
07 60 00 - Flashing and Sheet Metal
1.) Contractor shall provide all necessary temporary bracing, shoring, and guying or other means
to hold structural members and materials in place during construction, and to avoid excessive
material stresses and damages. Temporary bracing and shoring shall remain in place until the
structure is capable of supporting loads.
1.) All horizontal and vertical flashing shall be 0.019" min. aluminum or better, fabricated on site.
2.) If temporary relocation and/or removal of electrical, mechanical, and plumbing utilities is
necessary to carry out the work, the Contractor shall perform this work himself or hire a
qualified subcontractor to perform this work. Any interruptions of power shall be coordinated
with, and approved by the owner. The Contractor is responsible for the reinstallation and
reactivation of any utilities affected by this work.
01 60 00 - Product Requirements
1.) All materials to be installed shall be in compliance with the manufacturer's recommended
specifications and installation procedures.
2.) The Contractor and/or subcontractor(s) shall not substitute materials without prior
acceptance from Yingst Engineers & Associates, Inc.
07 70 00 - Roof and Wall Specialties and Accessories
1.) Gutters shall be pre-finished aluminum, 4" type K, 0.032" min. unless noted otherwise. Downspouts
shall be pre-finished aluminum, 2" x 3" rectangular corrugated type K, 0.019" min. unless noted
otherwise. Color to be selected by Building Owner. Install all accessories as required and seal all
joints.
2.) Metal Drip Edge: Minimum .024" finished aluminum sheet, brake framed to provide three (3") inches
roof deck flange, and 1-1/2" fascia flange with 3/8" drip at lower edge. Furnish in eight (8') feet
minimum lengths. Color to match existing.
07 90 00 - Joint Protection
1.) Caulking materials to be Pacora, Kuhla, DAP or equal, first quality, gun grade, non-staining, elastic
caulking compound, meeting Federal Specification TT-C598 Grade I. Applied without thinning. Caulk
around all windows, doors, penetrations, different building materials, etc., to prevent water leakage and
excessive air infiltration.
01 70 00 - Execution Requirements
1.) The contractor shall keep the building and site well organized and clean throughout the
construction period. Provide daily cleanup and remove all scrap and debris from construction
site. Reusable scrap materials shall be stored in a neatly maintained designated area.
2.) Contractor shall provide adequate temporary protection for materials and the building to
prevent damages from the elements (weather) and work.
2.) Weather-stripping, head and jamb stripping, to be provided at all doors and windows. Door
thresholds shall be aluminum or membrane set on full bed of caulking compound. Install continuous
metal or membrane flashing around perimeter of all doors and windows including metal or membrane
pan flashing. Integrate and seal into weather barrier per manufacturers specifications. All stripping
shall be adjusted as necessary for proper operation of doors and windows and the entire installation
shall present a continuous air barrier around the perimeter of all openings.
3.) Yingst Engineers & Associates, Inc. will not be responsible for the construction means,
methods, techniques, sequences, jacking process or procedures, or related safety precautions.
1.) System to be a Fully Adhered System (FAS) or Mechanically Anchored System (MAS) consisting of
0.060 EPDM rubber membrane. FAS shall ensure that a compatible substrate is installed in order for
system to adhere properly. Install per manufacturer's recommendations. Contractor to provide
manufacturer's warranty on all installed work.
Project Location:
07 50 00 - Membrane Roofing
AQUA DUCK CAR WASH
HOLLOW BEE, LP
2.) Yingst Engineers & Associates, Inc. assumes no liability to the building owner, any association,
or others for acts or omissions of the contractor or any other persons performing work on the
project, or for the failure of the Contractor to perform the work in accordance with the
construction documents.
2.) If any drainage pipes (downspouts, footing drains, yard drains, etc.) are involved with the project,
the Contractor shall have all final discharge locations for all new drainage piping approved by the local
code official. Drainage water shall not discharge onto driveways or sidewalks, unless noted otherwise,
to prevent ice problems in cold weather.
Plans Prepared For
1.) All work shall comply with the latest governing editions of all applicable local, state, and
federal codes, ordinances, and regulations.
GENERAL CONSTRUCTION NOTES
01 40 00 - Quality Requirements
DIVISION 08: OPENINGS
DIVISION 03: CONCRETE
08 10 00 - Doors and Frames
1.) All concrete work shall conform to the latest requirements, including all revisions, of ACI 301
(Specifications for Structural Concrete), ACI 301 (Guide to Curing Concrete), and ACI 318
(Building Code Requirements for Structural Concrete).
1.) Door style, manufacturer and type to be selected by Contractor and approved by Building Owner.
Install per manufacturers specifications.
03 20 00 - Concrete Reinforcing
2.) Doors shall meet or exceed the following requirements unless noted otherwise:
2.) All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in
place before concrete is placed.
03 30 00 - Cast-in-Place Concrete
1.) Use regular weight concrete (140 pcf) with Type I, IA or II Portland cement conforming to ASTM
C150, aggregate conforming to ASTM C33, and potable water conforming to ACI 318-89, and in
accordance with the following requirements:
A.) Minimum 28-day strength: 3500 PSI, 4000 PSI if exposed to the exterior.
B.) Entrained Air: 4-7% (all exposed concrete)
C.) Maximum slump: 5 inches
D.) Aggregate size: 1-1/2" maximum.
Date
3.) Doors separating conditioned spaces and unconditioned spaces shall have a maximum U-Factor of
0.35 unless noted otherwise.
DIVISION 31: EARTHWORK
1.) If required, remove any trees, shrubbery, and plant(s), which obstruct the work and dispose of
within legal limits at an approved off-site location, or store for replanting as agreed to with the
Building Owner.
Description
4.) Door hardware by Schlage, Weiser, or equal and style to be selected by Building Owner. Install per
manufacturers specifications.
2.) All footing excavations shall be inspected by the building official prior to the placing of any
concrete. The building official shall be given adequate notice for the observation per local municipal
requirements.
3.) Footing depths shall extend below local frost grade unless located in a frost protected area or
otherwise thermally protected from frost heave. Where required, step footings to ratio of two (2)
horizontal to one (1) vertical and pours shall be continuous.
4.) Soils used for back filling and compaction shall be granular, well graded, clean and free from debris
and clay. Do not allow rocks or lumps larger than two (2) inches (nominal) to be filled against
foundation walls. When compacting, place soil fill in six (6) inch deep layers and compact each layer
using mechanical and/or manual devices to achieve a firm, stable base for successive layer(s) or final
grading.
2.) Cure all concrete in accordance with accepted ACI Standards for the worst case weather
conditions anticipated during the curing period.
5.) When applicable, the Contractor shall rough and finish grade the work site and restore areas
damaged by construction work to original condition. All debris and excess earth material shall be
disposed of off-site in accordance with all codes and ordinances.
3.) Adequately protect concrete from freezing for a minimum of seven days following placing.
6.) Final grade shall contain at least six (6) inches of topsoil where grass will be planted.
No.
A.) Detailing fabrication and placement of reinforcement shall be in accordance with ACI-315
"Manual of Standard Practice for Detailing Reinforced Concrete Structures." Provide
supports/ anchors as needed to maintain reinforcing placement during concrete pour.
B.) The Contractor shall notify the building official as required by the municipality prior to
each concrete pour. No concrete shall be placed until all reinforcing has been installed by the
Contractor and inspected by the building official.
C.) Min. concrete protective cover for reinforcing steel shall be as follows:
a.) Footings = 3"
b.) Beams = 2"
c.) Slab = 1-1/2"
d.) Walls = 1" at interior face: 3" at exterior face.
A.) Exterior
a.) U-Factor of 0.30 or less
REVISIONS
1.) Reinforcing steel shall be intermediate grade new billet deformed bars conforming to ASTM A615 Grade 60. Welded wire fabric shall conform to ASTM A-185. Securely tie and anchor in
position prior to placing concrete.
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
G-1.1
E
D
AA
A-3.0
C
B
717-533-3346
800-231-3346
F
NO.5 CONT VERT FULL HGT REBAR
W/ 90° HOOK INTO FOOTING
(3" OUTSIDE RADIUS) SPACED
EVERY 32" OC & COREFILLED (16"
MIN REBAR SECTION OVERLAY)
A
53' - 6"
10' - 6"
10' - 6"
10' - 6"
10' - 6"
10' - 6"
6"
X
12"
6"
6"
X
3"
18" x 8" CONT 3500 PSI
CONC FOOTING W/ (2)
NO.4 CONT REBARS
INDICATES TYP POINT LOAD
FROM ENCLOSURE ABOVE
3"
F-2
TROUGH DRAIN ABOVE
3"
15' - 11"
14' - 11"
TROUGH DRAIN ABOVE
3"
TYP F-1 FOOTING DETAIL
A
1" = 1'-0"
TROUGH DRAIN ABOVE
CC
A-3.2
(3) NO.4 CONT REBARS
EVENLY SPACED
3"
15' - 11"
14' - 11"
12"
1" (TYPE 2) R-BD INSUL MIN EA SIDE
3" EQ EQ 3"
TROUGH DRAIN ABOVE
TROUGH DRAIN ABOVE
F-2
FROM ENCLOSURE ABOVE
12"
6"
Z
B
TYP F-2 FOOTING DETAIL
1" = 1'-0"
Z
Plans Prepared For
BACKER ROD WITH SEALANT
TROUGH DRAIN ABOVE
FOUNDATION
6"
CONT 12" x 18" 4000 PSI
CONC STRIP FTG
PROVIDE (6) 5/8" ANCHOR BOLTS
FOR BASE PLATE (6" MIN EMBED)
Project Location:
ISTOBAL ENCLOSURE COLUMN
Y
AQUA DUCK CAR WASH
HOLLOW BEE, LP
32' - 10"
Y
12"
32' - 10"
F-2
8" REINF CMU WALL
8" REINF CMU WALL
F-1
TYPE F-2 FOOTING
Date
F-1
6"
UNEXCAVATED
F-1
16' - 8"
BACKER ROD W/ SEALANT
12"
BB
A-3.1
F-1
8" REINF CMU WALL
REVISIONS
1" (TYPE 2) R-BD INSUL MIN ONE SIDE
1' - 5"
50' - 8"
2' - 4"
8" REINF CMU WALL
Description
16' - 8"
ISTOBAL ENCLOSURE COLUMN
1' - 5"
No.
53' - 6"
1
A-1.0
FOUNDATION PLAN
TYPE F-1 FOOTING
1/4" = 1'-0"
C
TYP COMBINATION FOOTING DETAIL
1" = 1'-0"
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A-1.0
BILLS
SAWCUT
34" MAX
D
BITUMINOUS EXPANSION JOINT MATERIAL
INDUCED CRACK
CHANGE
D = DEPTH
TYP EXPANSION JOINT DETAIL
TYP CONTRACTION (CONTROL) JOINT DETAIL
NTS
IN WALL CHANGE MACHINE
717-533-3346
800-231-3346
1/3 D
MIN
OPTIONAL SEALANT COMPOUND OR MASONRY
FILLER (DEPENDING ON FINISH FLOOR MATERIAL)
33" ±
BACKER ROD W/ SEALANT
NTS
BILLS
D
C
16' - 0"
A
53' - 6"
10' - 6"
10' - 6"
18' - 0"
10' - 6"
10' - 6"
10' - 6"
6"
6"
1' - 0"
6"
2' - 0" 1' - 6"
8' - 0"
28' - 6"
8' - 0"
1' - 6"
COINS
X
4' - 0"
IN WALL VENDING MACHINE
SLOPE
X
2' - 4"
B
34" MAX
E
2' - 4"
F
52" ±
AA
A-3.0
BILL RETURN
SLOPE
RAISED
CONC PAD
SLOPE
SLOPE
6' - 5"
B
ADA SPECS - EQUIPMENT
NTS
18' - 0"
8" REINF SPLIT CMU WALL
Date
12' - 4"
2"
FLOOR DRAIN
2"
5" THICK 4000 PSI CONC SLAB
TYP W/ 6x6 W2.0 x W2.0 WWF REINF
VERIFY SIZE & LOCATION
WITH INSTALLER
DURING BLOCK WORK
6" MIN THICK 4000 PSI
CAST-IN PLACE CONC
TROUGH DRAIN
1' - 5"
50' - 8"
COINS
EQ
EQ
1' - 3"
(3) NO.4 CONT REBARS
EVENLY SPACED W/ NO. 4
TRANSV REBARS 48" OC
3"
4' - 0"
TYP
CHANGE
EQ
No.
SLOPE
METAL GRATE
1' - 5"
3"
EQ
EQ
3"
53' - 6"
1
A-1.1
MAIN FLOOR PLAN
Description
SLOPE
SLOPE
BB
A-3.1
SLOPE
REVISIONS
SLOPE
2' - 0"
SLOPE
3' - 10"
EQUIPMENT ROOM
FLOOR DRAIN
6' - 5"
12' - 4"
6' - 5"
12' - 4"
42" STL DR
42" STL DR
3' - 10"
16' - 8"
AUTO PAY MACHINE
4' - 0"
Z
12' - 4"
16' - 8"
FROM ISTOBAL ENCLOSURE
6"
Z
UNATTENDED
AUTOMATIC
ENTRY SYSTEM
CONC APRON
SLOPE
Project Location:
TOUCH SCREEN
Plans Prepared For
CREDIT
48" MAX
SLOPE
12' - 0"
COINS
14' - 11"
WASH BAY 1
SLOPE
10' x 10' OVHD DOOR
10' x 10' OVHD DOOR
15' - 11"
CONC APRON
TROUGH DRAIN
BILLS
MAIN FLOOR
6' - 0"
TYP W/ 6x6-W2.9xW2.9 WWF REINF
SLOPE
4' - 0"
4' - 0"
50" ±
1' - 6"
SLOPE
8' - 0"
32' - 0"
28' - 6"
VACUUM MACHINE
12' - 0"
8' - 0"
CC
A-3.2
8"±
UNATTENDED
AUTOMATIC
ENTRY SYSTEM
Y
BILLS
AQUA DUCK CAR WASH
HOLLOW BEE, LP
RAISED
CONC PAD
TYP W/ 6x6-W2.9xW2.9 WWF REINF
1' - 0"
2' - 0" 1' - 6"
60" ±
COINS
SLOPE
32' - 10"
30' - 6"
Y
12' - 0"
CONC APRON
SLOPE
34" MAX
TROUGH DRAIN
14' - 11"
SLOPE
10' x 10' OVHD DOOR
WASH BAY 2
EQ
CONC APRON
SLOPE
13' - 0"
15' - 11"
SLOPE
10' x 10' OVHD DOOR
EQ
FROM ISTOBAL ENCLOSURE
A
TYP TROUGH DRAIN DETAIL
1" = 1'-0"
Project No:
Date:
14-0268
08/26/14
1/4" = 1'-0"
Drawn By:
Checked By:
DTH
KBK, ZAH
Sheet No:
A-1.1
717-533-3346
800-231-3346
3
A-2.0
EAST ELEVATION
1/4" = 1'-0"
Project Location:
AQUA DUCK CAR WASH
HOLLOW BEE, LP
Description
Date
1/4" = 1'-0"
No.
A-2.0
WEST ELEVATION
REVISIONS
2
1/4" = 1'-0"
Plans Prepared For
A-2.0
SOUTH ELEVATION
EXTERIOR ELEVATIONS
1
4
A-2.0
NORTH ELEVATION
1/4" = 1'-0"
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A-2.0
BUILT-UP 2x4 STEEL PARAPET STUB WALL
717-533-3346
800-231-3346
METAL PAN FLASHING CAP OVER EPDM
W/ 1" RETURN EA SIDE (SEALANT EA END TYP)
9" ±
BUILT-UP 2x4 PARAPET STUB WALL
7" ±
DECO CROWN MOLDING
ALUM GUTTER
1/2"Ø ANCHOR BOLT (1 EA
SIDE OF JOIST) MIN 4" EMBED
FRIEZE BOARD
8"x8"x16" CONT BOND BEAM
W/ (2) NO.4 CONT REBARS TYP
FRIEZE BD
A
TYP PARAPET DETAIL
1" = 1'-0"
B
TYP GUTTER DETAIL
1" = 1'-0"
SLOPE 1/8" PER FT MIN
TOP OF CMU
1' - 10"
TOP OF CMU
B
A-3.0
ISTOBAL MODULAR M22 STANDARD
PRE-MFR WASHBAY ENCLOSURE UNIT
3' - 6"
PURLIN
VULCRAFT K-SERIES 12K1 OPEN WEB
STEEL JOIST OR EQ TYP 5FT OC
2' - 2"
8" SPLIT FACE EXT CMU WALL
(STD CMU TYP BELOW GRADE)
W/ NO.5 CONT VERT
REBAR 32" OC COREFILLED
15' - 8"
18' - 0"
GLASS
EQUIPMENT ROOM
WASH BAY #2
MAIN FLOOR PLAN
MAIN FLOOR PLAN
Description
A
A-1.0
B
A-1.0
REVISIONS
C
A-1.0
OVER 6 MIL POLY VAPOR BARRIER
OVER 4" MIN COMPACTED 2B STONE
6"
Date
10' - 0"
WASH BAY #1
No.
36" MIN
18' - 9" (Overall Height)
COL
X
Plans Prepared For
Y
CROSS SECTION
Z
Project Location:
VULCRAFT TYPE "F" 1.5F20 OR EQ METAL DECKING
(ARC SPOT WELD EA RIB 18" MAX SPACING APART)
A
A-3.0
AQUA DUCK CAR WASH
HOLLOW BEE, LP
EPDM RUBBER ROOF OVER TAPERED INSUL AS REQD
A
A-1.1
AA
A-3.0
CROSS SECTION AA
3/8" = 1'-0"
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A-3.0
717-533-3346
800-231-3346
BUILT-UP 2x4 STEEL PARAPET STUB WALL
9" ±
DECO CROWN MOLDING
SOLID BLOCKING TYP AS REQD
7" ±
FRIEZE BOARD
A
TYP PARAPET SIDEWALL DETAIL
1" = 1'-0"
A
A-3.1
8" SPLIT FACE EXT CMU WALL
(STD CMU TYP BELOW GRADE)
W/ NO.5 CONT VERT
REBAR 32" OC COREFILLED
EQUIPMENT ROOM
BB
CROSS SECTION BB
A-3.1
3/8" = 1'-0"
MAIN FLOOR PLAN
No.
REVISIONS
MAIN FLOOR PLAN
Date
Description
18' - 0"
VULCRAFT K-SERIES 12K1 OPEN WEB
STEEL JOIST OR EQ TYP 5FT OC
36" MIN
18' - 9" (Overall Height)
VULCRAFT TYPE "F" 1.5F20 OR EQ METAL DECKING
(ARC SPOT WELD EA RID 18" MAX SPACING APART)
Project Location:
5' - 0"
TYP
Plans Prepared For
TOP OF CMU
CROSS SECTION
TOP OF CMU
AQUA DUCK CAR WASH
HOLLOW BEE, LP
EPDM RUBBER ROOF OVER TAPERED INSUL AS REQD
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A-3.1
E
10' - 6"
D
C
10' - 6"
10' - 6"
10' - 6"
A
10' - 6"
PURLIN
3' - 6"
PURLIN
B
717-533-3346
800-231-3346
F
1" (TYPE 2) R-BD
INSUL TYP AT EXT
Project Location:
AQUA DUCK CAR WASH
HOLLOW BEE, LP
10' - 6"
ISTOBAL MODULAR M22 STANDARD
PRE-MFR WASHBAY ENCLOSURE UNIT
Plans Prepared For
16' - 2"
GLASS
CROSS SECTION
2' - 2"
COL
ADJACENT CONC APRON
MAIN FLOOR PLAN
Description
3/8" = 1'-0"
No.
A-3.2
CROSS SECTION CC
REVISIONS
CC
Date
MAIN FLOOR PLAN
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A-3.2
PERIMETER BEAM
717-533-3346
800-231-3346
TRUSS
COLUMN
ISOMETRIC VIEW
TUBE STEEL
PURLIN
PLATE
FRONT VIEW
SADDLE BRACKET
SIDE VIEW
ISTOBAL - STANDARD TRUSS DETAILS
COLUMN
HEIGHT SUPPLEMENT (OPTIONAL)
UNION PLATE
UNION PLATE
SIDE VIEW
COLUMN
SIDE
2.) Yingst Engineers & Associates, Inc. has reviewed the above noted manual.
Based upon the information provided within the manual, the 5h/5H structure
type is consistent with the requirements listed in the 2009 International
Building Code design loads for snow (30psf) and wind (90mph).
Project Location:
1.) Details shown are taken from the Istobal Car Wash Equipment Enclosure
calculation manual prepared by Gomez Tercero & Asociados, and are intended
to be used for informational purposes only. Refer to Istobal manual for further
information.
AQUA DUCK CAR WASH
HOLLOW BEE, LP
GENERAL ENCLOSURE UNIT NOTATIONS:
NTS
Plans Prepared For
B
ENCLOSURE UNIT STANDARD DETAILS
PURLIN
FRONT
Date
TRUSS
STRAPS
ELEVATION
ISTOBAL - STANDARD COLUMN DETAILS
NTS
No.
C
ANCHOR PLATE
Description
PURLIN
REVISIONS
ANCHORING PLATE
PERIMETER BEAM
TIE RODS
Project No:
Date:
PLAN VIEW
Drawn By:
Checked By:
14-0268
08/26/14
DTH
KBK, ZAH
Sheet No:
A
ISTOBAL - STANDARD FRAME DETAILS
NTS
A-4.0
717-533-3346
800-231-3346
10
9
EQUIPMENT SCHEDULE
3
CONC APRON
WASH BAY 2
CONC APRON
1
5
8
18
2
1
17
6
4
16
9
13
11
LABEL
DESCRIPTION
1
AIRLIFT VINYL ROLLUP DOOR MOTOR AND CONTROL STATION
2
ISTOBAL FREESTANDING DRYER MOTOR CONTROL CENTER
3
ISTOBAL FREESTANDING DRYER 4 EACH 10 HP MOTORS
4
ISTOBAL TIRE SHINER
5
ISTOBAL DRYER TIMER SUSPENDED FROM ARCH
6
TSS 7 POSITION IN BAY SIGN
7
ISTOBAL M22 AUTOMATIC BAY 1
8
ISTOBAL TRACER AUTOMATIC WITH FLOOR MOUNT
9
ISTOBAL FREESTANDING ROCKER BLASTERS TRACER BAY
4
7
1
18 17 16
6
13
11
21
12
22
PNL-A
20
14
15
23
EQUIPMENT ROOM
29
ICS RFID READER AND TOWER
13
ICS AUTO SENTRY FLEX UNIT PAY STATION
14
ISTOBAL TRACER PUMP STAND
15
HYDROFLEX CHEMICAL INJECTOR SYSTEM - WALL MOUNT
16
ISTOBAL SIGNAL BOX FOR SIGN CONTROL
17
ISTOBAL DOOR CONTROL BOX
18
ISTOBAL COMMAND POST
19
ISTOBAL M22 AUTOMATIC PUMP STAND
20
POLY STORAGE TANKS FOR SPOT FREE WATER
21
PURWATER WALL MOUNT SPOT FREE RINSE PRODUCTION SYSTEM
30
22
ISTOBAL TIRE SHINE CONTROL STATION
31
28
23
3 HP AIR COMPRESSOR
27
24
ICS BACK ROOM SERVER WITH GFCI DEDICATED CIRCUIT
25
SECURITY CAMERA DVR, POWER BOX, AND MONITOR
26
UTILITY SINK
27
12 GALLON ELECTRIC WATER HEATER (MOUNTED ABOVE SINK)
28
LOCHNIVAR - 199,000 BTUH - DEICING BOILER AND PUMP
CONTROLLERS
29
AQUA BIO WATER RECLAIM CONTROL CENTER, BLOWERS AND
CYCLONES
30
GINSAN IN WALL VENDOR UNIT
31
GINSAN IN WALL CHANGER UNIT
32
GINSAN VACUUMS
NOTE:
1.) All equipment shall be selected & approved by owner
2.) Owner to coordinate locations of all systems and conduits with contractor
prior to pouring concrete.
CONC FLOOR AS SPEC
32
32
EDGE INSULATION AS SPEC
No.
24
26
12
15
20
= INDICATES AREA OF HEATED FLOOR
25
TSS ENTER WAIT SIGN PAD MOUNTED
Date
PNL-B
19
22
11
Description
2
1
TSS BACKLIGHTED MASTER MENU PAD MOUNTED
REVISIONS
5
10
CONC APRON
WASH BAY 1
Project Location:
CONC APRON
AQUA DUCK CAR WASH
HOLLOW BEE, LP
3
Plans Prepared For
10
EQUIPMENT/MECHANICAL PLAN
12
NOTE: REFER TO LAND DEVELOPMENT PLAN
FOR LOCATION OF VACUUM ISLANDS
TIE PIPING TO CONC REINFORCING
32
32
A
1
M-1.0
DEICING/FLOOR HEATING & EQUIPMENT PLAN
3/16" = 1'-0"
RADIANT FLOOR HEAT SCHEMATIC
NTS
Project No:
Date:
Drawn By:
Checked By:
14-0268
08/26/14
KBK
SMY
Sheet No:
M-1.0
AWG
150 A
3
0
1
Dryer Bay #1
3
--
--
--
--
5
--
--
--
--
7
Tracer Pump
125 A
3
1
9
--
--
--
--
11
--
--
--
--
13
Reclaim System
60 A
3
8
15
--
--
--
--
17
--
--
--
--
19
M22 Bay Feed
40 A
3
8
21
--
--
--
--
23
--
--
--
--
25
PNL-B
150 A
3
0
27
--
--
--
--
29
--
--
--
--
31
Chem Injector
20 A
2
12
33
--
--
--
--
B
C
14410 VA 14410...
14410 VA 14410 VA
14410... 14410 VA
11528 VA 4803...
11528 VA 4803 VA
11528... 4803 VA
4803 VA
3602...
4803 VA 3602 VA
4803...
3602 VA
3602 VA 1320 VA
3602 VA 1320 VA
3602...
10350 VA
1320 VA
0 VA
10518 VA
0 VA
7792 VA
624 VA
0 VA
728 VA
624 VA
728 VA
AWG
Poles
Trip
Circuit Description
0
3
--
--
--
--
4
--
--
--
--
6
8
3
60 A
MM22 Pump
8
--
--
--
--
10
--
--
--
--
12
150 A Dryer Bay #2
CKT
2
8
3
40 A
Tracer Bay Feed
14
--
--
--
--
16
--
--
--
--
18
12
3
20 A
Air Comp
20
--
--
--
--
22
--
--
--
--
24
--
--
--
Space
26
--
--
--
Space
28
--
--
--
Space
30
12
2
20 A
R/O Product Pump
32
--
--
--
--
34
35
36
37
38
39
40
41
42
Total Load:
70181 VA
70350 VA
66272 VA
Total Amps:
590 A
591 A
552 A
Load Classification
Connected Load
Demand Factor
Estimated Demand
4919 VA
100.00%
4919 VA
Motor
171479 VA
100.00%
171479 VA
Other
0 VA
0.00%
0 VA
Total Est. Demand: 205034 VA
Power
25204 VA
100.00%
25204 VA
Total Conn.: 574 A
5280 VA
65.00%
3432 VA
Lighting
Receptacle
CONC APRON
CONC APRON
CKT #10
PNL-B
Total Conn. Load: 206882 VA
PNL-B
PNL-A
EQUIPMENT ROOM
CKT #6
PNL-B
Total Est. Demand: 569 A
Phases: 3
Mains Rating: 225 A
Wires: 4
MCB Rating: 150 A
A
Poles
AWG
1
VAC #1
25 A
1
10
3
VAC #3
25 A
1
10
5
VAC Lights
20 A
1
12
7
Bay Lights #1
20 A
1
12
9
Bay Lights #2
20 A
1
12
11
ICS COMP #1
20 A
1
12
13
ICS HT/AC #1
20 A
1
12
15
Vend/Changer
20 A
1
12
17
Security
20 A
1
12
19
Data Recpt
20 A
1
12
21
Softner/Filter
20 A
1
12
23
Dryer Ctrl #2
20 A
1
12
25
Dryer Ctrl #1
20 A
1
27
Site Lights
30 A
2
10
29
--
--
--
--
Dr Ctrl #2X
20 A
1
Dr Ctrl #2E
20 A
1
35
Dr Ctrl #1X
20 A
1
37
Dr Ctrl #1E
20 A
1
B
C
2000 VA 2000...
2000 VA 2000 VA
960 VA
304 VA
708 VA
480 VA
304 VA
240 VA
600 VA
600 VA
1200 VA 1200 VA
960 VA
960 VA
720 VA
720 VA
960 VA
480 VA
480 VA
600 VA
500 VA
960 VA
480 VA
25 VA
1664 VA
960 VA
AWG
Poles
Trip
10
1
25 A
VAC #2
Circuit Description
2
10
1
25 A
VAC #4
4
14
1
15 A
Equip Rm Lights
6
12
1
20 A
Menu Sign
8
12
1
20 A
Exterior Lights
10
12
1
20 A
ICS-CMP #2
12
12
1
20 A
ICS HT/AC #2
14
12
1
20 A
Floor Heat
16
12
1
20 A
Tire Shiner #1
18
12
1
20 A
Tire Shiner #2
20
12
1
20 A
PNL GFCI
22
12
1
20 A
Conv Recpt
24
14
1
15 A
E-Lights
26
12
1
20 A
Water Heater
28
1664 VA
CKT
500 VA
32
500 VA
34
500 VA
36
500 VA
38
40
41
42
Lighting
CKT #5
PNL-B
30
39
Load Classification
CKT #5
PNL-B
Total Load:
10389 VA
10548 VA
Total Amps:
90 A
91 A
LED
NOTE: REFER TO LAND DEVELOPMENT PLAN FOR
LOCATION OF VACUUM ISLANDS & POLE LIGHTS.
LED
Date
Trip
A.I.C. Rating: 10,000
1" CONDUIT
Mounting: Surface
31
CONC APRON
CKT #7
PNL-B
Panel Totals
Volts: 120/208 Wye
Supply From: PNL-A
33
WASH BAY 1
CKT #26
PNL-B
Location: Equipment Room
Circuit Description
CONC APRON
CKT #9
PNL-B
Branch Panel: PNL-B
CKT
WASH BAY 2
7792 VA
65 A
Connected Load
Demand Factor
Estimated Demand
4919 VA
4919 VA
100.00%
Other
0 VA
0.00%
0 VA
Power
18540 VA
100.00%
18540 VA
Receptacle
5280 VA
65.00%
3432 VA
Plans Prepared For
Poles
ELECTRICAL LIGHTING PLAN & PANEL LAYOUTS
Trip
1" CONDUIT
Circuit Description
Panel Totals
Total Conn. Load: 28739 VA
Total Est. Demand: 26891 VA
Total Conn.: 80 A
Total Est. Demand: 75 A
GENERAL ELECTRICAL NOTATIONS:
1.) These electrical plans are diagrams only and are not to be scaled.
1
E-1.0
LIGHTING PLAN
3/16" = 1'-0"
ELECTRICAL COMPONENT LEGEND
SYMBOL
2.) Contractor shall verify all fixture locations in field prior to installation.
3.) All new electrical work shall be installed in accordance with 2008 National
Electric Code and all other applicable codes and ordinances. Electrical
contractor shall schedule, obtain, and pay for all required permits and
inspections through the project superintendent.
O
DED
O
GFCI
3M
4.) All new electrical work shall be run concealed. Furnish and install all new
lighting fixtures as specified. Provide and install all new wiring, panels, boxes.
s
PC
5.) The electrical contractor shall label all new and existing circuits in the
panel.
s
DESCRIPTION
120V DEDICATED DUPLEX RECEPTACLE
GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE
(GFCI)
OCCUPANCY SENSOR - THREE-WAY LIGHT SWITCH
PHOTO CELL LIGHT SWITCH
6.) All branch circuits shall be copper wiring unless noted otherwise.
EXTERIOR BUILDING MOUNTED LIGHT W/ PHOTO
CELL
7.) All exposed locations shall consist of type MC cable.
CANOPY LIGHT FIXTURE - 38 WATT LED
8.) Circuits greater than 20 amps, wire shall be sized as indicated. All
exposed locations shall consist of type MC cable or Romex installed in
conduit.
EMERGENCY LIGHTING CONNECTED TO 90 MINUTE
BATTERY BACK-UP
9.) Wire in conduits shall be THHN/ THWN solid or stranded for all 15-30 amp
circuits. All circuits above 30 amps shall be strand type THHN/ THWN only
unless noted otherwise.
10.) Type UF cable or PVC conduit to be sized accordingly & shall be used in
underground locations.
EMERGENCY REMOTE HEAD CONNECTED TO 90
MINUTE BATTERY BACK-UP
2' x 8' LITHONIA FLUORESCENT LIGHT
FIXTURE - 4-LAMP T-8 BULBS
11.) Grounding shall meet the 2008 NEC requirements.
12.) All electrical equipment to be installed shall be listed by a recognized
testing agency such as UL.
Description
A
CKT
MCB Rating: 600 A
Project Location:
Wires: 4
No.
Mounting: Surface
A.I.C. Rating: 10,000
Mains Rating: 600 A
AQUA DUCK CAR WASH
HOLLOW BEE, LP
Volts: 120/208 Wye
Phases: 3
REVISIONS
Location: Equipment Room
Supply From: Utility
717-533-3346
800-231-3346
Branch Panel: PNL-A
Project No:
Date:
Drawn By:
WIRE TAG W/ CIRCUIT NUMBER (RED INDICATES
EMERGENCY CIRCUIT)
Checked By:
14-0268
08/26/14
KBK
SMY
Sheet No:
13.) Owner to coordinate all conduit installation for controls and power to
Istobal equipment prior to installing concrete.
E-1.0
1
2
3
4
ISTOBAL TIRE SHINER
5
6
7
8
9
12
13
14
15
16
17
CONC APRON
WASH BAY 2
CONC APRON
CKT #31
PNL-B
CKT #12
PNL-B
CKT #33
PNL-B
CKT #23
PNL-B
18
19
20
21
22
23
3 HP AIR COMPRESSOR
24
25
26
UTILITY SINK
27
28
CONTROLLERS
CKT
#19,21,23
PNL-A
CONC APRON
CYCLONES
30
31
32
GINSAN VACUUMS
CONC APRON
CKT #37
PNL-B
CKT #11
PNL-B
CKT #21
PNL-B
CKT #25
PNL-B
CKT #18
PNL-B
CKT #22
PNL-B
CKT #13
PNL-B
CKT #20
PNL-B
PNL-B
PNL-A
CKT
#32,34
PNL-A
CKT
#8,10,12
CKT
#20,22,24 PNL-A
PNL-A
CKT #19
PNL-B
NOTE:
CKT #8
PNL-B
WASH BAY 1
CKT #1,3,5
PNL-A
CKT #35
PNL-B
29
CKT #14
PNL-B
CKT
#2,4,6
PNL-A
EQUIPMENT ROOM
CKT #17
PNL-B
CKT #24
PNL-B CKT #28
PNL-B
CKT #16
PNL-B
CKT
#7,9,11
PNL-A
CKT
#31,33
PNL-A
CKT
#13,15,17
PNL-A
CKT #15
PNL-B
GENERAL ELECTRICAL NOTATIONS:
1.) These electrical plans are diagrams only and are not to be scaled.
TIED IN SAME CONDUIT
TIED IN SAME CONDUIT
4.) All new electrical work shall be run concealed. Furnish and install all new
lighting fixtures as specified. Provide and install all new wiring, panels, boxes.
5.) The electrical contractor shall label all new and existing circuits in the
panel.
1" CONDUIT
3.) All new electrical work shall be installed in accordance with 2008 National
Electric Code and all other applicable codes and ordinances. Electrical
contractor shall schedule, obtain, and pay for all required permits and
inspections through the project superintendent.
1 1/2" CONDUIT
2.) Contractor shall verify all fixture locations in field prior to installation.
1 1/2" CONDUIT
1 1/2" CONDUIT
ALL TANKS TO BE LOCATED IN ACCORDANCE
WITH THE LAND DEVELOPMENT PLAN. REFER
TO AQUA BIOS SYSTEM SPECIFICATIONS FOR
FURTHER DETAILS.
Project Location:
11
AQUA DUCK CAR WASH
HOLLOW BEE, LP
CKT
#14,16,18
PNL-A
Plans Prepared For
10
717-533-3346
800-231-3346
DESCRIPTION
ELECTRICAL POWER PLAN
LABEL
EQUIPMENT SCHEDULE
6.) All branch circuits shall be copper wiring unless noted otherwise.
1" CONDUIT
7.) All exposed locations shall consist of type MC cable.
8.) Circuits greater than 20 amps, wire shall be sized as indicated. All
exposed locations shall consist of type MC cable or Romex installed in
conduit.
9.) Wire in conduits shall be THHN/ THWN solid or stranded for all 15-30 amp
circuits. All circuits above 30 amps shall be strand type THHN/ THWN only
unless noted otherwise.
BIOLOGICAL TANK
CLARIFIER TANK
CLEAN
WATER TANK
CKT #2
PNL-B
1500 GALLON 3-COMPARTMENT
SETTLEMENT TANK
AERATION TANK
CKT #4
PNL-B
Date
10.) Type UF cable or PVC conduit to be sized accordingly & shall be used in
underground locations.
11.) Grounding shall meet the 2008 NEC requirements.
FROM UTILITY
(ETR)
CKT #1
PNL-B
CKT #3
PNL-B
(2 sets) AL
500 kcmil
METER
BASE
SYMBOL
O
DED
O
GFCI
3M
s
PC
s
PNL-A
PNL-B
600 A
120/208V
3Ø
150 A
120/208V
3Ø
1
E-1.1
POWER PLAN
DESCRIPTION
120V DEDICATED DUPLEX RECEPTACLE
GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE
(GFCI)
OCCUPANCY SENSOR - THREE-WAY LIGHT SWITCH
PHOTO CELL LIGHT SWITCH
EXTERIOR BUILDING MOUNTED LIGHT W/ PHOTO
CELL
CANOPY LIGHT FIXTURE - 38 WATT LED
3/16" = 1'-0"
EMERGENCY LIGHTING CONNECTED TO 90 MINUTE
BATTERY BACK-UP
GROUND
0 AWG - CU
EMERGENCY REMOTE HEAD CONNECTED TO 90
MINUTE BATTERY BACK-UP
0 AWG - AL
4 AWG - CU BOND
No.
NOTE: REFER TO LAND DEVELOPMENT PLAN
FOR LOCATION OF VACUUM ISLANDS
Description
ELECTRICAL COMPONENT LEGEND
13.) Owner to coordinate all conduit installation for controls and power to
Istobal equipment prior to installing concrete.
REVISIONS
12.) All electrical equipment to be installed shall be listed by a recognized
testing agency such as UL.
2' x 8' LITHONIA FLUORESCENT LIGHT
FIXTURE - 4-LAMP T-8 BULBS
Project No:
Date:
08/26/14
Drawn By:
WIRE TAG W/ CIRCUIT NUMBER (RED INDICATES
EMERGENCY CIRCUIT)
14-0268
Checked By:
KBK
SMY
Sheet No:
A
ELECTRICAL PANEL DIAGRAM
NTS
E-1.1
717-533-3346
800-231-3346
3"ø
4"ø
3"ø
4"ø
WASH BAY 2
4"ø
750 GALLON
SEPARATION
TANK
4"ø
CYCL BLOWER
2"ø
2"ø
PLUMBING SYSTEM SCHEMATIC
3"ø
REPRESS TO EQUIP
2"ø
TO AQUA BIOS SYSTEM SPECIFCATIONS FOR
FUTHER DETAILS.
4"ø
NTS
4"ø
BIOLOGICAL TANK
CLARIFIER TANK
CLEAN
WATER TANK
SETTLEMENT TANK
AERATION TANK
4"ø
ø
3"
ø
2"
2"ø
4"ø
SANITARY/CYCLONE PLAN
1
P-1.0
3/16" = 1'-0"
Description
Date
4" TO SANITARY MAIN
REVISIONS
PIPING LEGEND
SYMBOL
SANITARY PIPE SLOPE REQUIREMENTS
PIPE SIZE
(Inches)
MINIMUM SLOPE
(Inch Per Foot)
2-1/2" or Less
1/4"
3" to 6"
8" or Larger
DESCRIPTION
No.
A
3/4"ø
1 1/2"ø
3"ø
3" VTR
CP
2"ø
3"ø
CONDENSATE DRAIN
Plans Prepared For
3"ø
4"ø
ø
3"
FD
3"ø
PLUMBING PLAN
EQUIPMENT ROOM
ø
3"
FD
4"ø
750 GALLON
SEPARATION
TANK
Project Location:
WASH BAY 1
3"ø
AQUA DUCK CAR WASH
HOLLOW BEE, LP
3"ø
Domestic Cold Water Piping
GENERAL PLUMBING NOTATIONS:
Domestic Hot Water Piping
1.) These plumbing plans are intended to show the nature and conceptual layout
of the domestic water supply & sanitary waste systems based on the estimated
loads and general requirements.
Schedule 40 Sanitary Waste Piping
2.) All new plumbing work shall be installed in accordance with the 2009 IPC.
Plumbing contractor shall schedule, obtain, and pay for all required permits and
inspections.
Schedule 80 Cyclone Supply Piping
3.) Plumbing contractor shall furnish and install all soil, waste, and vent piping,
fittings, valves, unions, sleeves, escutcheons, cleanouts, and similar items as
required for installation of specified fixtures. All work shall be run concealed.
Schedule 80 Cyclone Return Piping
4.) All water piping shall be plastic PEX (unless noted otherwise). Provide
shutoff valves for all fixtures on both hot and cold water supplies.
Schedule 80 Cyclone Air Piping
5.) Sanitary waste piping to be schedule 40 PVC connected to the existing
sewer.
Project No:
Date:
1/8"
1/16"
Drawn By:
Checked By:
14-0268
08/26/14
KBK
SMY
Sheet No:
P-1.0
DESCRIPTION
1
2
3
4
ISTOBAL TIRE SHINER
5
6
7
8
9
11
12
13
14
15
16
17
18
19
20
21
22
23
3 HP AIR COMPRESSOR
24
25
26
UTILITY SINK
27
28
CONTROLLERS
29
CYCLONES
30
31
32
GINSAN VACUUMS
CONC APRON
WASH BAY 2
CONC APRON
WASH BAY 1
CONC APRON
1 1 /2
"
ø
10
1 1/2" WATER MAIN TO
PA AMERICAN PIT
CONC APRON
NOTE:
1"ø
1/2"ø
1 1/2"ø
1 1/2"ø
EQUIPMENT ROOM
1/2"ø
3/4"ø 3/4"ø
GAS
METER
TO AQUA BIOS SYSTEM SPECIFCATIONS FOR
FUTHER DETAILS.
1"ø
GENERAL PLUMBING NOTATIONS:
1.) These plumbing plans are intended to show the nature and conceptual layout
of the domestic water supply & sanitary waste systems based on the estimated
loads and general requirements.
2.) All new plumbing work shall be installed in accordance with the 2009 IPC.
Plumbing contractor shall schedule, obtain, and pay for all required permits and
inspections.
3.) Plumbing contractor shall furnish and install all soil, waste, and vent piping,
fittings, valves, unions, sleeves, escutcheons, cleanouts, and similar items as
required for installation of specified fixtures. All work shall be run concealed.
BIOLOGICAL TANK
CLARIFIER TANK
CLEAN
WATER TANK
AERATION TANK
1 1/2"ø
1 1/2"ø
Project Location:
1"ø
1/2"ø
AQUA DUCK CAR WASH
HOLLOW BEE, LP
1/2"ø
1 1/2"ø
1 1/2"ø
1 1/2"ø
1 1/2" PRESSURE REDUCER
Plans Prepared For
1 1/2"ø
1/2"ø
3/4"ø
1/2"ø
1"ø
1/2"ø
1/2"ø
3/4"ø
1 1/2"ø
3/4"ø
3/4"ø
1 1/2"ø
PLUMBING DISTRIBUTION PLAN
PLUMBING FROM CONTROL SYSTEMS TO CARWASH UNITS
1"ø
LABEL
717-533-3346
800-231-3346
EQUIPMENT SCHEDULE
SETTLEMENT TANK
4.) All water piping shall be plastic PEX (unless noted otherwise). Provide
shutoff valves for all fixtures on both hot and cold water supplies.
1
PIPING LEGEND
DISTRIBUTION LAYOUT
3/16" = 1'-0"
Domestic Cold Water Piping
Domestic Hot Water Piping
Description
DESCRIPTION
REVISIONS
Schedule 40 Sanitary Waste Piping
No.
SYMBOL
P-1.1
Date
5.) Sanitary waste piping to be schedule 40 PVC connected to the existing
sewer.
Schedule 80 Cyclone Supply Piping
Schedule 80 Cyclone Return Piping
Schedule 80 Cyclone Air Piping
Project No:
Date:
14-0268
08/26/14
Drawn By:
Checked By:
KBK
SMY
Sheet No:
P-1.1

aqua duck car wash hollow bee, lp

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