Hardeeville Welcome Center Replacement

Transcription

architecture
ADDENDUM NUMBER:
1
PROJECT NAME:
Hardeeville Welcome Center Replacement
PROJECT NUMBER:
P28-9742-PD (LAI PROJECT #14109)
PREPARED BY:
Liollio Architecture
147 Wappoo Creek Drive, Suite 400
Charleston, SC 29412
[email protected]
DATE OF ISSUE:
October 28, 2015
TO ALL BIDDERS OF RECORD: This Addendum modifies the Contract Documents only in the manner
and to the extent stated herein and shown on any accompanying drawings and will become a part of the
Contract Documents. Except as specified or otherwise indicated by this Addendum, all work shall be in
accordance with the basic requirements of the Contract Documents.
BIDDERS SHALL ACKNOWLEDGE RECEIPT OF ADDENDUM WHEN SUBMITTING BID.
THIS ADDENDUM CONSIST OF 3 PAGE(S) AND THE FOLLOWING ENCLOSURES:
I.
ENCLOSURES:
1. Pre-Bid Conference Sign In Sheet (2 pages)
2. SE-330 Lump Sum Bid Form (6 pages)
3. Drawing Sheets as listed under Section IV. Changes to Drawings. (16 pages)
II. GENERAL INFORMATION / CLARIFICATIONS:
1. Deadline for questions is November 2nd at 3pm. Questions must be submitted in writing to
Jennifer Charzewski at [email protected].
2. To be on the planholders list please send your Name, Company, mailing address, email
contact, and phone number to Jennifer Charzewski at [email protected].
III. CHANGES TO SPECIFICATIONS:
1. SECTION 012300 ALTERNATES – add alternate #3: Provide VRF HVAC system in lieu of spit
system fan coils for administration area as shown on documents
IV. CHANGES TO DRAWINGS - Replace the drawing sheets previously issued with the sheets
of the same name attached to this addendum.
Civil Drawings:
Hardeeville Welcome Center Replacement / 14109
Addendum 1
October 28, 2015 / Page 1
None
Landscape Architecture Drawings
None
Structural Drawings:
None
Architectural Drawings:
None
Fire Protection Drawings:
1. Drawing FP-001: Replacement of Backflow Preventer Diagrams.
2. Drawing FP-100: Replacement of Backflow Preventer Note.
Plumbing Drawings:
3. Drawing P-200: Replacement of Backflow Preventer Note.
4. Drawing P-400: Replacement of Incoming Water Service detail.
Mechanical Drawings:
5. Drawing M-100: Redesign VRF HVAC system to split system fan coils.
6. Drawing M-100A: New drawing to show alternate for VRF HVAC system.
7. Drawing M-200: Redesign VRF HVAC piping system to split system fan coil piping systems.
8. Drawing M-200A: New drawing to show alternate for VRF HVAC piping system.
9. Drawing M-300: Renaming of FCU schematic to include alternate design.
10. Drawing M-301: Renaming of VRF system schematic for alternate design.
11. Drawing M-500: Schedule alterations
Electrical Drawings:
12. Drawing E-100: Redesign electrical feeders to new base bid HVAC system.
13. Drawing E-100A: New sheet to show electrical feeders for alternate HVAC system.
14. Drawing E-501: Added note to make panel MDP main circuit breaker 100% rated.
15. Drawing E-601: Revised panel schedule to reflect base bid HVAC. Added note for changes to
schedule if alternate is accepted. Added note to make panel MDP main circuit breaker 100%
rated.
16. Drawing E-602: Revised panel schedule to reflect base bid HVAC. Added note for changes to
schedule if alternate is accepted.
V. QUESTIONS / ANSWERS:
1. Question: Sheet A701 Detail 1 – shows solid surface for the countertop and vanity base panel,
the finish legend indicates PLAM 3 for the vanity base panel. Which is correct?
Answer: The vanity base panel should be PLAM 3 as listed on A600. All countertops in 109,
111, 112, and 113 should be SS1 as listed on A600.
2. Question: Solid surface material for SF9 and SF10 – what is the material?
Answer: Solid surface material for SF9 and SF10 to be SS1 on A600.
Addendum 1
3. Question: Lobby pieces Alternate 1 – are these to be made by millwork contractor or will they
be purchased pieces by others?
Answer: All pieces associated with Alternate 1 to be made by millwork contractor.
4. Question: Please advise whether the full height tile backsplash or solid surface backsplash.
Detail 5/A712 states full tile backsplash, but detail 1/A701 looks like it might be solid surface.
Answer: Detail 5/A712 is correct; the backsplash to be full height tile.
5. Question: Please specify which windows receive the roller shades.
Answer: Please refer to sheet A600. The location is in the administration area. All windows in
the administration area to receive roller shades; this includes Kitchen 119, Staff Work Room
116, and Manager Office 118.
6. Question: The allowance seems to be a lot lower than what some subs are bidding it based on
the plans, I did not know how you wanted to go about pricing that section? Do I need to tell
them we are just using the allowance or do we need to factor the allowance into their final
price?
Answer: We will be using the allowance only. The design team will work with the GC and
landscape subcontractor to determine the extent of the landscape scope at time of installation.
VI. SUBSTITUTION REQUESTS:
Will be addressed in forthcoming addendum
END OF ADDENDUM
Addendum 1
2015 Edition
SE-330
LUMP SUM BID FORM
Bidders shall submit bids on only Bid Form SE-330.
BID SUBMITTED BY:
(Bidder's Name)
BID SUBMITTED TO: South Carolina Department of Parks, Recreation & Tourism
(Owner’s Name)
FOR:
PROJECT NAME: Hardeeville Welcome Center Replacement
PROJECT NUMBER: P28-9743-PD
OFFER
§ 1.
In response to the Invitation for Construction Services and in compliance with the Instructions to Bidders for the
above-named Project, the undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into a Contract
with the Owner on the terms included in the Bidding Documents, and to perform all Work as specified or indicated
in the Bidding Documents, for the prices and within the time frames indicated in this Bid and in accordance with the
other terms and conditions of the Bidding Documents.
§ 2.
Pursuant to Section 11-35-3030(1) of the SC Code of Laws, as amended, Bidder has submitted Bid Security as
follows in the amount and form required by the Bidding Documents:
Bid Bond with Power of Attorney
Electronic Bid Bond
Cashier's Check
(Bidder check one)
§ 3.
Bidder acknowledges the receipt of the following Addenda to the Bidding Documents and has incorporated the
effects of said Addenda into this Bid:
(Bidder, check all that apply. Note, there may be more boxes than actual addenda. Do not check boxes that do not apply)
ADDENDA:
§ 4.
#1
#2
#3
#4
#5
Bidder accepts all terms and conditions of the Invitation for Bids, including, without limitation, those dealing with
the disposition of Bid Security. Bidder agrees that this Bid, including all Bid Alternates, if any, may not be revoked
or withdrawn after the opening of bids, and shall remain open for acceptance for a period of 60 Days following the
Bid Date, or for such longer period of time that Bidder may agree to in writing upon request of the Owner.
§ 5.
Bidder herewith offers to provide all labor, materials, equipment, tools of trades and labor, accessories, appliances,
warranties and guarantees, and to pay all royalties, fees, permits, licenses and applicable taxes necessary to complete
the following items of construction work:
§ 6.1 BASE BID WORK (as indicated in the Bidding Documents and generally described as follows):
Replacement of
existing SCPRT Hardeeville Welcome Center and restroom facility along with associated sitework.
$
, which sum is hereafter called the Base Bid.
(Bidder - insert Base Bid Amount on line above)
BF – 1
SE-330
2015 Edition
SE-330
LUMP SUM BID FORM
§ 6.2 BID ALTERNATES as indicated in the Bidding Documents and generally described as follows:
ALTERNATE # 1 (Brief Description): Millwork to include charging bar, four (4) kiosk stations, and brochure racks
ADD TO or
DEDUCT FROM BASE BID: $
(Bidder to Mark appropriate box to clearly indicate the price adjustment offered for each alternate)
ALTERNATE # 2 (Brief Description): Modified Bitumen Built-Up Roof (Section 075520) in lieu of PVC
Membrane Roof (Section 075419) for low-slope roof areas.
ADD TO or
ALTERNATE # 3 (Brief Description): Provide VRF HVAC system in lieu of spit system fan coils for
administration area as shown on documents.
ADD TO or
§ 6.3 UNIT PRICES:
BIDDER offers for the Agency’s consideration and use, the following UNIT PRICES. The UNIT PRICES offered
by BIDDER indicate the amount to be added to or deducted from the CONTRACT SUM for each item-unit
combination. UNIT PRICES include all costs to the Agency, including those for materials, labor, equipment, tools
of trades and labor, fees, taxes, insurance, bonding, overhead, profit, etc. The Agency reserves the right to include or
not to include any of the following UNIT PRICES in the Contract and to negotiate the UNIT PRICES with
BIDDER.
No.
1.
Unit of
Measure
ITEM
Removal of unsuitable material / replacement
DEDUCT
$
$
2.
$
$
3.
$
$
4.
$
$
5.
$
$
6.
$
$
7.
$
$
8.
$
$
BF – 1A
CY
ADD
SE-330
2015 Edition
SE-330
LUMP SUM BID FORM
§ 7. LISTING OF PROPOSED SUBCONTRACTORS PURSUANT TO SECTION 3020(b)(i),
CHAPTER 35, TITLE 11 OF THE SOUTH CAROLINA CODE OF LAWS, AS AMENDED
(See Instructions on the following page BF-2A)
Bidder shall use the below-listed Subcontractors in the performance of the Subcontractor Classification work listed:
SUBCONTRACTOR
CLASSIFICATION
By License Classification
and/or Subclassification
(Completed by Owner)
SUBCONTRACTOR'S
PRIME CONTRACTOR'S
NAME
(Must be completed by Bidder)
SUBCONTRACTOR'S
PRIME CONTRACTOR'S
SC LICENSE NUMBER
(Requested, but not Required)
BASE BID
Air Conditioning - AC
Electrical - EL
Plumbing - PB
ALTERNATE #1
ALTERNATE #2
ALTERNATE #3
.
If a Bid Alternate is accepted, Subcontractors listed for the Bid Alternate shall be used for the work of both the
Alternate and the Base Bid work.
BF – 2
SE-330
2015 Edition
SE-330
LUMP SUM BID FORM
INSTRUCTIONS FOR
SUBCONTRACTOR LISTING
1.
2.
3.
4.
5.
6.
7.
8.
Section 7 of the Bid Form sets forth an Owner developed list of contractor/subcontractor specialties by contractor
license category and/or subcategory for which bidder is required to identify the entity (subcontractor(s) and/or himself)
Bidder will use to perform the work of each listed specialty..
a. Column A: The Owner fills out this column, which identifies the contractor/subcontractor specialties for which
the bidder must list either a subcontractor or himself as the entity that will perform this work. Subcontractor
specialties are identified by contractor license categories or subcategories listed in Title 40 of the South Carolina
Code of laws. If the owner has not identified a specialty, the bidder does not list a subcontractor.
b. Columns B and C: In these columns, the Bidder identifies the subcontractors it will use for the work of each
specialty listed by the Owner in Column A. Bidder must identify only the subcontractor(s) who will perform the
work and no others. Bidders should make sure that their identification of each subcontractor is clear and
unambiguous. A listing that could be any number of different entities may be cause for rejection of the bid as nonresponsive. For example, a listing of M&M without more may be problematic if there are multiple different
licensed contractors in South Carolina whose names start with M&M.
Subcontractor Defined: For purposes of subcontractor listing, a subcontractor is an entity who will perform work or
render service to the prime contractor to or about the construction site pursuant to a contract with the prime contractor.
Bidder should not identify sub-subcontractors in the spaces provided on the bid form but only those entities with which
bidder will contract directly. Likewise, do not identify material suppliers, manufacturers, and fabricators that will not
perform physical work at the site of the project but will only supply materials or equipment to the bidder or proposed
subcontractor(s).
Subcontractor Qualifications: Bidder must only list subcontractors who possess a South Carolina Contractor’s
license with the license classification and/or subclassification identified by the Owner in the first column on the left.
The subcontractor license must also be within the appropriate license group for the work of the specialty. If Bidder
lists a subcontractor who is not qualified to perform the work, the Bidder will be rejected as non-responsible.
Use of Own forces: If under the terms of the Bidding Documents, Bidder is qualified to perform the work of a listed
specialty and Bidder does not intend to subcontract such work but to use Bidder’s own employees to perform such
work, the Bidder must insert its own name in the space provided for that specialty.
Use of Multiple Subcontractors:
a. If Bidder intends to use multiple subcontractors to perform the work of a single specialty listing, Bidder must
insert the name of each subcontractor Bidder will use, preferably separating the name of each by the word “and”.
If Bidder intends to use both his own employees to perform a part of the work of a single specialty listing and to
use one or more subcontractors to perform the remaining work for that specialty listing, bidder must insert his own
name and the name of each subcontractor, preferably separating the name of each with the word “and”. Bidder
must use each entity listed for the work of a single specialty listing in the performance of that work.
b. Optional Listing Prohibited: Bidder may not list multiple subcontractors for a specialty listing, in a form that
provides the Bidder the option, after bid opening or award, to choose to use one or more but not all the listed
subcontractors to perform the work for which they are listed. A listing, which on its face requires subsequent
explanation to determine whether it is an optional listing, is non-responsive. If bidder intends to use multiple
entities to perform the work for a single specialty listing, bidder must clearly set forth on the bid form such intent.
Bidder may accomplish this by simply inserting the word “and” between the names of each entity listed for that
specialty. Agency will reject as non-responsive a listing that contains the names of multiple subcontractors
separated by a blank space, the word “or”, a virgule (that is a /), or any separator that the Agency may reasonably
interpret as an optional listing.
If Bidder is awarded the contract, bidder must, except with the approval of the Agency for good cause shown, use the
listed entities to perform the work for which they are listed.
If bidder is awarded the contract, bidder will not be allowed to substitute another entity as subcontractor in place of a
subcontractor listed in Section 7 of the Bid except for one or more of the reasons allowed by the SC Code of Laws.
Bidder’s failure to identify an entity (subcontractor or himself) to perform the work of a subcontractor specialty listed
in the first column on the left will render the Bid non-responsive.
BF – 2A
SE-330
2015 Edition
SE-330
LUMP SUM BID FORM
§ 8. LIST OF MANUFACTURERS, MATERIAL SUPPLIERS, AND SUBCONTRACTORS OTHER
THAN SUBCONTRACTORS LISTED IN SECTION 7 ABOVE (FOR INFORMATION ONLY):
Pursuant to instructions in the Invitation for Construction Services, if any, Bidder will provide to Owner upon the
Owner’s request and within 24 hours of such request, a listing of manufacturers, material suppliers, and
subcontractors, other than those listed in Section 7 above, that Bidder intends to use on the project. Bidder
acknowledges and agrees that this list is provided for purposes of determining responsibility and not pursuant to the
subcontractor listing requirements of SC Code Ann § 11-35-3020(b)(i).
§ 9. TIME OF CONTRACT PERFORMANCE AND LIQUIDATED DAMAGES
a) CONTRACT TIME
Bidder agrees that the Date of Commencement of the Work shall be established in a Notice to Proceed to be
issued by the Owner. Bidder agrees to substantially complete the Work within
300
Calendar Days
from the Date of Commencement, subject to adjustments as provided in the Contract Documents.
b) LIQUIDATED DAMAGES
Bidder further agrees that from the compensation to be paid, the Owner shall retain as Liquidated Damages the
amount of $ 200.00
for each Calendar Day the actual construction time required to achieve
Substantial Completion exceeds the specified or adjusted time for Substantial Completion as provided in the
Contract Documents. This amount is intended by the parties as the predetermined measure of compensation for
actual damages, not as a penalty for nonperformance.
§ 10. AGREEMENTS
a) Bidder agrees that this bid is subject to the requirements of the laws of the State of South Carolina.
b) Bidder agrees that at any time prior to the issuance of the Notice to Proceed for this Project, this Project may be
canceled for the convenience of, and without cost to, the State.
c) Bidder agrees that neither the State of South Carolina nor any of its agencies, employees or agents shall be
responsible for any bid preparation costs, or any costs or charges of any type, should all bids be rejected or the
Project canceled for any reason prior to the issuance of the Notice to Proceed.
§ 11. ELECTRONIC BID BOND
By signing below, the Principal is affirming that the identified electronic bid bond has been executed and that the
Principal and Surety are firmly bound unto the State of South Carolina under the terms and conditions of the AIA
Document A310, Bid Bond, included in the Bidding Documents.
ELECTRONIC BID BOND NUMBER:
SIGNATURE AND TITLE:
BF 3
SE-330
2015 Edition
SE-330
LUMP SUM BID FORM
CONTRACTOR'S CLASSIFICATIONS AND SUBCLASSIFICATIONS WITH LIMITATION
SC Contractor's License Number(s):
Classification(s) & Limits:
Subclassification(s) & Limits:
By signing this Bid, the person signing reaffirms all representation and certification made by
both the person signing and the Bidder, including without limitation, those appearing in Article 2
of the Instructions to Bidders, is expressly incorporated by reference.
BIDDER’S LEGAL NAME:
ADDRESS:
TELEPHONE:
EMAIL:
SIGNATURE:
DATE:
PRINT NAME:
TITLE:
BF 4
SE-330
FIRE PROTECTION GENERAL NOTES
1
FIRE PROTECTION SYMBOLS
THE SPRINKLER CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS, INCLUDING ALL
REFLECTED CEILING PLANS PRIOR TO PREPARING THE BID. ATTENTION SHALL BE PAID TO STAIRWAYS, ELEVATOR HOIST
WAYS, AREAS WITH FLOATING CEILINGS, LARGE EXPOSED DUCTWORK AND VERTICAL SLAB OPENINGS.
2
ALL LOW POINTS OF THE SPRINKLER SYSTEM SHALL BE PROVIDED WITH DRAINS PER NFPA-13 CURRENTLY ADOPTED
REVISION. LOW POINT DRAINS SHALL BE CLEARLY MARKED AND PIPED TO THE EXTERIOR OF THE BUILDING. A VALVE
DRAWING SHALL BE PROVIDED IN MECHANICAL ROOM SHOWING THE LOCATIONS OF ALL LOW POINT DRAINS.
3
ALL SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE ORDINARY (165°F) UNLESS OTHERWISE INDICATED. ALL
SPRINKLERS INSTALLED IN GYPSUM, PLASTER AND WOOD CEILINGS SHALL BE CONCEALED TYPE. ALL SPRINKLERS IN
ACOUSTICAL CEILING TILE SHALL BE SEMI-RECESSED TYPE.
FIRE SPRINKLER SYSTEM SPECIFICATION SHEET
COMPONENTS AND SPECIALTIES
1
SYMBOL
DESCRIPTION
2
C Copyright 2014. All Rights Reserved. Reproduction, copying, or use of this drawing and designs shown thereon without written consent of Liollio Associates, Inc. is prohibited and any infringement is subject to legal action.
BACKFLOW PREVENTER (DOUBLE CHECK TYPE)
4
PIV
FS
ALL PIPE PENETRATIONS THROUGH MASONRY WALLS SHALL BE PROVIDED WITH THE MINIMUM CLEARANCE
REQUIREMENTS FOR SEISMIC PROTECTION AS DEFINED BY NFPA 13. ALL PIPING LESS THAN FOUR (4) INCHES SHALL HAVE
A PIPE SLEEVE A NOMINAL DIAMETER 2 IN. LARGER THAN THE NOMINAL DIAMETER OF THE PIPE. ALL PIPING FOUR (4)
INCHES AND LARGER SHALL HAVE A PIPE SLEEVE A NOMINAL DIAMETER 4 IN. LARGER THAN THE NOMINAL DIAMETER OF
THE PIPE.
FIRE CAULK AND SLEEVE ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO LIFE SAFETY PLANS FOR
RATED ASSEMBLY LOCATIONS.
6
INSTALLATION OF INCOMING FIRE SERVICE SHALL BE IN ACCORDANCE WITH APPLICABLE WATER SYSTEM JURISDICTION
REQUIREMENTS AND NFPA 24.
FLOW SWITCH
www.liollio.com
843.762.2222
843.762.2300
OUTSIDE STEM AND YOKE VALVE
TS
5
147 Wappoo Creek Drive
Suite 400
POST INDICATING VALVE
OUTSIDE STEM AND YOKE VALVE WITH TAMPER SWITCH
RMF ENGINEERING, INC.
194 Seven Farms Drive, Suite G
SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
FIRE DEPARTMENT SIAMESE CONNECTION (WALL MOUNTED)
FIRE DEPARTMENT SIAMESE CONNECTION (FREE-STANDING)
INDICATING TYPE ZONE/FLOOR
CONTROL VALVE WITH TAMPER SWITCH
FIRE PUMP TEST HEADER
ALARM CHECK VALVE
FIRE PUMP TEST HEADER (FREE-STANDING)
WATER FLOW SWITCH
T
ST A
DRY PIPE VALVE
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
FS
TO WET PIPE SYSTEM
WATER MOTOR GONG
RE
SPR
GI
ST
RS
TS
R
IN A
ALARM CHECK VALVE
S O UT H C A
OL
ROOF
TEST VALVE
F
EO
E R E D E N G IN E
E
PIPING SYMBOLS
SYMBOL
DESCRIPTION
DRY PIPE VALVE
WATER FLOW
ALARM BELL
TS
AIR COMPRESSOR
FS
SPR
DSP
F
D
SPR
DRY SPRINKLER LINE
FIRE LINE
SPRINKLER DRAIN LINE
SPRINKLER LINE
Construction
Documents
TO DRY PIPE SYSTEM
SECTIONAL DRAIN VALVE
SIGHT GLASS
Hardeeville
Welcome Center
Replacement
UNION WITH CORROSION RESISTANT
ORIFICE GIVING FLOW EQUIVALENT
TO THE SMALLEST SPRINKLER
ORIFICE IN THE SYSTEM
FIRE SPRINKLER PIPING
DRAIN RISER. EXTEND TO GRADE
FIRE DEPARTMENT
CONNECTION
OSE Project Number:
Project Number:
FS
Checked By:
1
Drawn By:
4" FIRE SERVICE
Date:
TS
Revisions:
2
DRAIN TO
DISCHARGE AT 18"
AFG.
TS
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
DOUBLE CHECK VALVE
BACKFLOW PREVENTER
ASSEMBLY
FINISHED FLOOR
F
FIRE
PROTECTION
NOTES,
SYMBOLS AND
ABBREVIATIONS
THRUST BLOCK PER NFPA
FP-001
1
SCHEMATIC - FIRE PROTECTION RISER
SCALE: N.T.S.
DRAWING NOTES
5
6
4" FP MAIN SHALL BE ROUTED PERPENDICULAR TO ROOF PITCH ABOVE THE STRUCTURAL
MEMBERS IN THE 6" DEPTH OF THE PURLINS.
2
3" FP MAIN SHALL PENETRATE THE LOW ROOF AND BE ROUTED 6" ABOVE THE LOW ROOF ON
THE EXTERIOR OF THE BUILDING
4" FP
-4'-0" INV. ELEV.
REFER TO C401 FOR
CONTINUATION
PROVIDE AUTOMATIC
DRY PIPE SPRINKLER
SYSTEM PER NFPA 13
FOR OVER HANG
4" BACKFLOW
PREVENTER IN RISE
1
Suite 400
2
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843.762.2222
843.762.2300
FDC
A
STAFF TOILET
121
MECHANICAL
116
STAFF STORAGE ROOM
IT/ELEC
2" FP MAIN
117B
2
120
PROVIDE AUTOMATIC DRY
PIPE SPRINKLER SYSTEM
PER NFPA 13 FOR
OVERHANG
KITCHEN
STAFF WORK ROOM
117A
MANAGER OFFICE
PLUMBING CHASE
B
115
1
4" FP MAIN
GI
MEN A
114
PROVIDE AUTOMATIC WET
SPRINKLER SYSTEM PER
NFPA 13
MEN B
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
E R E D E N G IN E
E
Construction
Documents
113
WELCOME CENTER
3" FP MAIN
100
S O UT H C A
IN A
ST A
F
EO
OL
T
118
RS
119
RE
4
1
MECHANICAL ENCLOSURE
13
JAN.
112
FAMILY B
VESTIBULE
CUSTODIAL
111
101B
110
C
WOMEN B
104
FAMILY A
VENDING STORAGE
107
109
Hardeeville
Welcome Center
Replacement
JAN.
106
PLUMBING CHASE
VESTIBULE
105
102
OSE Project Number:
Project Number:
WOMEN A
MOTHER'S ROOM
103
Checked By:
108
Drawn By:
NIGHT LOBBY
D
101
1
2
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
3
FIRE
PROTECTION
COVERAGE
PLAN
1
FIRE PROTECTION COVERAGE PLAN
SCALE: 1/8" = 1'-0"
FP-100
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
UNIT OF MEASURE: FEET
8
16
GENERAL NOTES
1. REFER TO ISOMETRIC RISER DIAGRAMS FOR ADDITIONAL PIPE SIZES.
4
5
6
2. COORDINATE THE LOCATION OF ALL EQUIPMENT, PIPING AND DUCTWORK WITH ALL
OTHERTRADES (PLUMBING, ELECTRICAL, ETC.) BEFORE INSTALLATION.
3" CW,
-4'-0" INV. ELEV.
REFER TO C401 FOR
CONTINUATION
Suite 400
2
3" BACKFLOW
PREVENTER IN
RISE
NFHB
1
P-1B
STAFF TOILET
1 1/2" CW
3/4" HWR
IT/ELEC
116
3/4" HWR
SHUT-OFF VALVE
(TYP)
DWH-01
1" CW
1" HW
3/4" HWR
1/2" HW
1" CW
120
3" CW
SHUT-OFF
VALVE (TYP)
ROUTE 1" CW, 1" HW, 3/4"
HWR PIPING BELOW GRADE
DRAIN PAN
RCP-01
MECHANICAL
1 1/2" HW
ET-01
1
843.762.2222
843.762.2300
A
P-3A
121
1/2" CW
www.liollio.com
1
P-1A
P-1A
P-1
P-1
P-1
P-1
P-2
P-2
P-2
P-2
STAFF WORK ROOM
119
117A
ST A
118
1/2" CW LINE DN
TO ICE-MAKER
PLUMBING CHASE
115
P-2
1/2" CW
114
P-3
P-3
MEN B
P-3
113
WELCOME CENTER
GI
3/4" CW TO WATER
FOUNTAIN,
-4'-0" INV. ELEV.
REFER TO C401 FOR
CONTINUATION
MEN A
P-2
P-2
P-3
P-3
13
PROVIDE LOCKABLE
HOSE BIBB
UNDER SINK FOR
MAINTENANCE
PROVIDE LOCKABLE
HOSE BIBB
UNDER SINK FOR
MAINTENANCE
112
P-1A FAMILY B
111
P-3A
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
PLUMBING CHASE
1" CW
P-1
P-3
P-3
107
P-6
1" CW
P-6
P-1
P-1
P-1
P-1
P-1
WOMEN A
103
P-1
VESTIBULE
SHUT-OFF VALVE
(TYP)
CUSTODIAL
101B
110
P-1
P-1
P-1
P-3
P-3
P-3
2" CW
1" HW
3/4" HWR
C
1" CW
1/2" HW
1" HW
NFHB
1/2" CW
NIGHT LOBBY
1/2" HW
OSE Project Number:
101
1/2" CW
Project Number:
1/2" CW
Checked By:
P-3
Drawn By:
108
D
NFHB
PROVIDE LOCKABLE
HOSE BIBB
UNDER SINK FOR
MAINTENANCE
1
2
Hardeeville
Welcome Center
Replacement
1" CW
MOTHER'S ROOM
BALANCING VALVE
(1.25 GPM)
E
VENDING STORAGE
VESTIBULE
P-1
E R E D E N G IN E
3/4" CW
102
P-1A
ST
109
1/2" CW
P-3A
1" CW
2" CW
105
106
P-4
P-3
P-1A
FAMILY A
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
P-4
JAN.
WOMEN B
JAN.
R
2" CW
1 1/2" HW
3/4" HWR
1" CW
1" HW
1
104
S O UT H C A
Construction
Documents
P-3
100
RE
B
P-2
NFHB
1" CW, 1" HW, 3/4" HWR
DN IN WALL
P-1A
F
EO
IN A
P-5
MANAGER OFFICE
OL
BALANCING VALVE
(0.75 GPM)
RS
KITCHEN
T
NFHB
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
3
PLUMBING
DOMESTIC
WATER PIPING
PLAN
1
PLUMBING DOMESTIC WATER - LEVEL 01
SCALE: 1/8" = 1'-0"
P-200
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
GRATE
PRESSURE GAUGE
WITH BALL VALVE
FINISHED FLOOR
VENT THROUGH ROOF
1
1/2" CW TO TRAP
PRIMING CONNECTION
FLASHING COLLAR
2
HOSE END DRAIN VALVE
STAINLESS STEEL
ADJUSTABLE CLAMPS
SHUT-OFF VALVE
PATE STEPPED
POLYVINYL CHLORIDE
BOOT CLAMPED TO BASE
Suite 400
VERTICAL BACKFLOW
PREVENTER ASSEMBLY
PATE SPUN ALUMINUM
BASE SET IN MASTIC
PIPE SLEEVE
FLASHING COLLAR
FINISHED FLOOR
www.liollio.com
843.762.2222
843.762.2300
ROOF INSTALLATION
WATER SERVICE
REFER TO FLOOR PLANS
FOR SIZE OF DRAIN AND
PIPING
REFER TO RISER FOR PIPE SIZES
SCALE: N.T.S.
DETAIL - INCOMING WATER SERVICE (VERTICAL)
SCALE: 12" = 1'-0"
VIBRATION ISOLATORS
GI
WITH ROD STIFFENER AND STIFFENER
PRESSURE GAUGE
CLAMPS AS REQUIRED
THERMOMETER
WITH BALL VALVE
E R E D E N G IN E
E
TEMPERING VALVE
CONCENTRIC REDUCER
SEISMIC CABLE BRACING
SHUT-OFF VALVE
120°F
CHECK VALVE
STRAINER WITH
PRESSURE/TEMPERATURE
BLOWDOWN VALVE
RELIEF VALVE PIPE
THROUGH WALL
SCHEDULE 40 ASTM A106
GRADE B GALVANIZED STEEL
PIPE SLEEVE (SIZE AS
REQUIRED TO ACCOMMODATE
PIPE AND SEAL)
SHUT-OFF VALVE
MOTOR SUPPORT
BRACKET
SERVICE PIPE
BALANCING VALVE
WITH MEMORY STOP
ELECTRIC WATER HEATER
CHECK VALVE
REFER TO PLANS FOR
SIZE OF MAINS
NOTES:
Hardeeville
Welcome Center
Replacement
CONCRETE FLOOR (REFER TO
EXISTING DRAWINGS)
FINISHED FLOOR
RCP-01
LINKED WATERTIGHT SLEEVE
ASSEMBLY WITH INSULATING
NEOPRENE SEALS, END
PRESSURE PLATES, AND
STAINLESS STEEL TIGHTENING
NUTS AND BOLTS (PROVIDE
APPROPRIATE MATERIALS FOR
SERVICE PIPE TEMPERATURES)
2"x1/2" THICK STEEL
WATER STOP AND
ANCHOR AROUND ENTIRE
SLEEVE
RCP-01
3" FLOOR DRAIN
PUMP SHALL BE INSTALLED HORIZONTAL OR VERTICAL AS REQUIRED BY THE PUMP MANUFACTURER.
CRUSHED STONE
(REFER TO EXISTING
DRAWINGS)
PROVIDE SEISMIC SWAY BRACING FOR ALL EQUIPMENT HANGERS PER THE INTERNATIONAL
PACK REMAINING VOID
WITH OAKUM AND CAULK
OSE Project Number:
Project Number:
BUILDING CODE AND THE INTERNATIONAL MECHANICAL CODE.
4" CONCRETE PAD WITH
3.
ST
Construction
Documents
EXPANSION TANK
OF PIPING WITH 3/8" DIAMETER RODS
2.
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
FLEXIBLE CONNECTION
SUPPORT PUMP AND MOTOR INDEPENDENT
1.
R
IN A
SCALE: N.T.S.
S O UT H C A
OL
3
DETAIL - SANITARY VENT THROUGH ROOF
F
EO
RS
2
T
DETAIL - FLOOR DRAIN (TRAP PRIMER)
ST A
1
REFER TO
ARCHITECTURAL/
STRUCTURAL DRAWINGS
FOR ROOF CONSTRUCTION
RE
ROOF MEMBRANES
CONTRACTOR SHALL VERIFY MAXIMUM LOADING ON EQUIPMENT SUPPORT ASSEMBLIES
Checked By:
UNION
Drawn By:
CHAMFERED EDGES
Date:
Revisions:
4
DETAIL - INLINE PUMP - SUSPENDED (RCP-01)
SCALE: N.T.S.
5
DETAIL - ELECTRIC WATER HEATER (WITH RECIRC PUMP)
SCALE: N.T.S.
6
DETAIL - PIPE PENETRATION THROUGH GRADE FLOOR
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
SCALE: N.T.S.
PLUMBING
DETAILS
P-400
DRAWING NOTES
4
5
6
1
12" DIA. EXHAUST DUCT UP THROUGH ROOF.
2
BETWEEN EACH LINEAR SLOT DIFFUSER IN ROOM 100 PROVIDE FRAME TO MATCH THE
LINEAR SLOTS. PAINT CENTER SECTION BLACK. REFER TO A702 AND A703 FOR ELEVATION
DETAILS.
BALANCE AND SET DAMPER TO 170 CFM.
2
3
4
5
6
7
LINEAR SLOTS. PAINT CENTER SECTION BLACK.
Suite 400
2
843.762.2222
843.762.2300
A2
200
3
6"Ø
6"Ø
6
VAV-01
A2
200
12"x12"
VD
1
EF-03
G3
1160
10"x8"
8"x8"
10"x10"
VD
12"x10"
T
ST A
20"x10"
E2
200
A1
100
10"x8"
VAV-04
8"x6"
K2
525
E3
250
VAV-05
12"x10"
8"x8"
VD
A2 8"x6"
150
VD
VD
A3
250
VD
E4
410
12"x10"
VD
12"x10"
10"x8"
12"x10"
EF-05
1
VD
8"x8" 8"x8"
E4
415
12"x10"
E4
410
A3
240
VAV-02
A1
60
6
6"x6"
VD
6"Ø
10"x10"
12"x10"
VAV-08
VD
VD
7
K1
200
6"x6"
VD
C3
100
10"x8"
C
VD
Hardeeville
Welcome Center
Replacement
VAV-03
10"x10"
16"x14"
VAV-07
10"x8"
10"x8"
VD
OSE Project Number:
A3
300
Project Number:
Checked By:
A1
80
Drawn By:
7
G1
310
2
E
K1
210
K1
200
12"x12"
E R E D E N G IN E
8"x8"
VD
6"Ø
A3
240
8"x6"
C3
300
14"x12"
6"x6"
EF-04
8"x8"
A3
240
14"x12"
12"x12"
6
1
6"x6"
A1
100
16"x14"
EF-07
VD
10"x8"
VD
VD
VD
A1
60
EF-02
18"x16"
12"x10"
A3
255
VD
VD
EF-06
6
K1
300
24"x18"
E4
415
14"x12"
6
EF-08
6"Ø
18"x16"
12"x10"
K2
525
12"x8"
20"x18"
K2
525
ST
VD
12"x10"
G2
870
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
Construction
Documents
VD
G1
585
VAV-06
K1
300
R
A3
240
6
G2
870
4" HIGH CONCRETE
PAD
2
K2
525
2
GI
S O UT H C A
VD
8"x8"
(TYP)
B
ACCU-03
A3
240
VD
A2
150
8" HIGH
CONCRETE PAD
RE
KEF-01
KEH-01
F
EO
IN A
C2
225
12"x8"
G3
1165
8"x8"
6"Ø
C1
60
10"x8"
A2
200
RA MOD
IN RISE
OF DUCT
VD
10"x8"
VD
VD
8"x6"
E3
350
VD
VD
AHU-01
VD
8"Ø
VD
12"x10"
2
20"x20"
8"x6"
(TYP)
C2
225
24"x24"
24"x24"
10"x10"
12"x10"
VD
10"x10" OA
DUCT UP
TO INTAKE
AIR HOOD
VD
C1
150
8"x8"
12"x12"
16"Ø
E3
300
VD
FCU-02 14"x12"
10"x10"
FCU-03
VD
A2
200
A1
40
A
RS
FCU-01
EF-01
26"x24"
ACCU-01
24"x18"
ACCU-02
www.liollio.com
FLEXIBLE DUCT
CONNECTION (TYP)
6" HIGH CONCRETE
PAD
OL
SA MOD IN RISE OF DUCT
G1
315
D
G1
310
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
Checker
Author
10/07/15
2 ADD1 10/28/2015
3
MECHANICAL
DUCTWORK LEVEL 1
1
MECHANICAL DUCTWORK - LEVEL 01
SCALE: 1/8" = 1'-0"
M-100
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
4
5
6
DRAWING NOTES
SA MOD IN RISE OF DUCT
WORK IN THIS AREA IS
ASSOCIATED WITH
ALTERNATE
FLEXIBLE DUCT
CONNECTION (TYP)
ASSOCIATED WITH
ALTERNATE
1
2
3
LINEAR SLOTS. PAINT CENTER SECTION BLACK. REFER TO A702 AND A703 FOR ELEVATION
DETAILS.
4
5
6
7
LINEAR SLOTS. PAINT CENTER SECTION BLACK.
Suite 400
www.liollio.com
VD
VAV-04
8"x6"
C3
60
K2
525
A3
240
VD
A2
150
B
VAV-05
12"x10"
ACCU-01
114
8"x8"
6" HIGH
CONCRETE PAD
8"x8"
RE
ASSOCIATED WITH
ALTERNATE
MEN A
WELCOME CENTER
F
EO
S O UT H C A
R
IN A
4
C3
225
8" HIGH
CONCRETE PAD
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
GI
ST
RS
118
E3
250
10"x8"
OL
VD
E2
200
A1
100
MANAGER OFFICE
KEF-01
KEH-01
26"x24"
20"x10"
5
8"x8"
12"x8"
G3
1165
FCU-04
FCU-02
VD
12"x10"
8"x8"
8"x8"
3
RA MOD
IN RISE
OF DUCT
T
A2
200
E3
350
ST A
VD
12"x10"
2
VD
VD
10"x8"
VD
VD
FCU-01
VD
8"x8"
(TYP)
AHU-01
VD
VD
C3
225
8"x8"
VD
10"x10"
10"x10" OA
DUCT UP
TO INTAKE
AIR HOOD
1
EF-03
G3
1160
8"x8"
VD
6"x6"
12"x10"
24"x24"
24"x24"
E3
300
VD
12"x10"
C3
150
12"x12"
16"Ø
VD
FCU-03
VD
VD
843.762.2222
843.762.2300
FCU-05
116
VAV-01
20"x20"
A1
40
A2
200
A2
200
24"x18"
6
A
MECHANICAL
VD
6"Ø
A2
200
8"x8"
VD
EF-01
E R E D E N G IN E
E
K2
525
A2 8"x6"
150
VD
100
VD
6
12"x10"
VD
A3
250
VD
E4
410
12"x10"
A3
255
10"x8"
12"x10"
EF-05
A1
60
VD
8"x8" 8"x8"
12"x10"
A3
240
E4
410
WOMEN A
VAV-02
A1
60
6"x6"
VD
6"Ø
10"x10"
12"x10"
VAV-08
14"x12"
C3
300
7
K1
200
VD
VD
6"x6"
EF-04
8"x8"
A3
240
12"x12"
6"Ø
A1
80
6
C
10"x10"
109
10"x8"
10"x8"
VD
A3
300
101
OSE Project Number:
7
G1
310
G1
315
Project Number:
D
Checked By:
G1
310
Drawn By:
Date:
3
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
2 ADD1 10/28/2015
MECHANICAL DUCTWORK - LEVEL 01 (ALTERNATE)
1
SCALE: 1/8" = 1'-0"
AIR COOLED CONDENSER SCHEDULE (ALTERNATE)
COOLING
CAPACITY
(MBH)
67.1
OUTDOOR FAN
NO MOTOR
2
ELECTRICAL
FLA
33.9
(V/PH/HZ)
208/1/60
MCA
49
ELECTRIC DUCT HEATER SCHEDULE (ALTERNATE)
OUTDOOR DESIGN TEMP (°F DB)
MOCP
50
SUMMER
96
WINTER
27
COMPRESSOR NO
2
REFRIGERANT
R-410A
WEIGHT LBS.
695
BASIS OF DESIGN
MITSUBISHI
REMARKS
DESIGNATION
EDH-01
EDH-02
EDH-04
SERVICE
FCU-01
FCU-02
FCU-04
MBH
12.1
5.2
2.2
NUMBER OF
ELEMENTS
1
1
1
KW
3.5
1.5
1.0
ELECTRICAL
208/3/60
208/3/60
208/3/60
FAN COIL UNIT SCHEDULE (ALTERNATE)
FAN
EAT °F
DESIG
FCU-01
FCU-02
FCU-03
FCU-04
FCU-05
Hardeeville
Welcome Center
Replacement
VENDING STORAGE
VAV-03
VD
108
DESIG
ACCU-01
110
16"x14"
VAV-07
MOTHER'S ROOM
2
CUSTODIAL
VD
K1
210
NIGHT LOBBY
A3
240
6"x6"
10"x8"
8"x8"
K1
200
14"x12"
12"x12"
103
1
6"x6"
8"x6"
16"x14"
EF-07
VD
1
VD
VD
10"x8"
E4
415
12"x10"
111
EF-02
18"x16"
VD
6
A1
100
6"Ø
6
VD
VD
107
EF-06
FAMILY B
6
K1
300
24"x18"
E4
415
14"x12"
K2
525
12"x10" WOMEN B
VD
104
18"x16"
12"x10"
FAMILY A
K2
525
20"x18"
G1
585
G2
870
VD
G2
870
VD
2
12"x8"
EF-08
C3
100
VD
(TYP)
VAV-06
K1
300
Construction
Documents
A3
240
MAX CFM
560
240
720
100
830
OA CFM
110
50
40
MCA
2.1
1.8
4.3
1.8
4.3
REFRIGERANT
R-410A
R-410A
R-410A
DB
79.1
80.2
75.0
83.3
75.0
WB
65.9
66.6
62.0
69.0
62.0
COIL DUTY
COOLING CAPACITY
SENSIBLE
(MBH)
TOTAL (MBH)
21.7
15.7
8.3
5.9
15.0
14.7
5.1
3.3
17.0
17.0
HEATING CAPACITY TOTAL
(MBH)
9.1
3.9
11.7
1.6
13.4
MOUNTING
CEILING SUSPENDED
CEILING SUSPENDED
WALL MOUNTED
CEILING SUSPENDED
WALL MOUNTED
ELECTRICAL
(V/PH/HZ)
208/1/60
208/1/60
208/1/60
208/1/60
208/1/60
BASIS OF DESIGN
MITSUBISHI
MITSUBISHI
MITSUBISHI
MITSUBISHI
MITSUBISHI
BASIS OF DESIGN
GREENHECK
GREENHECK
GREENHECK
2
REMARKS
1,2
1,2
1,2
MECHANICAL
DUCTWORK LEVEL 1
(ALTERNATE)
REMARKS
M-100A
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
DRAWING NOTES
4
5
6
1
MAIN BRANCH CIRCUIT CONTROLLER MOUNTED HIGH IN MECHANICAL ROOM REFRIGERANT
PIPING DISTRIBUTED THROUGHOUT THE BUILDING FROM THESE LOCATIONS.
2
REFRIGERANT LIQUID AND SUCTION LINES. ONLY ONE IS SHOWN FOR CLARITY, TWO ARE
REQUIRED (TYP).
3
PROVIDE WATER TIGHT WALL PENETRATION.
4
3/4" CD TO DISCHARGE AT 0'-8" AFF TO SPLASH BLOCK AT GRADE. PROVIDE WATER TIGHT
WALL PENETRATION.
5
MOUNT REFRIGERANT LIQUID AND SUCTIONS LINES TO WALL ON UNISTRUT.
6
DEEP SEAL P-TRAP AT CONDENSATE DRAIN.
7
1" CD TO DISCHARGE AT 0'-8" AFF TO SPLASH BLOCK AT GRADE. PROVIDE WATER TIGHT
WALL PENETRATION.
2
2
Suite 400
www.liollio.com
2
843.762.2222
843.762.2300
ACCU-02 ACCU-01
2 5
7
4
6
2
4
3
A
3/4" RL
VAV-01
FCU-03
FCU-01
FCU-02
T
6
6
FCU-03
FCU-02
T
AHU-01
6
GI
AD-1
E
T
VAV-06
VAV-01
VAV-02
T
C
T
VAV-06
VAV-03
T
E R E D E N G IN E
VAV-05
T
VAV-08
ST
Construction
Documents
PIPE SUPPORT
VAV-04
RE
B
ACCU-03
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
RS
T
ST A
VAV-05
T
R
IN A
2 5
VAV-04
FCU-01
S O UT H C A
OL
2" CD
F
EO
Hardeeville
Welcome Center
Replacement
T
VAV-02
VAV-08
VAV-03
VAV-07
VAV-07
OSE Project Number:
T
Project Number:
Checked By:
Drawn By:
D
1
2
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
Checker
Author
10/07/15
2 ADD1 10/28/2015
3
MECHANICAL
PIPING PLAN LEVEL 01
1
MECHANICAL PIPING PLAN - LEVEL 01
SCALE: 1/8" = 1'-0"
M-200
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
DRAWING NOTES
4
5
6
ASSOCIATED WITH
ALTERNATE
1
MAIN BRANCH CIRCUIT CONTROLLER MOUNTED HIGH IN MECHANICAL ROOM REFRIGERANT
PIPING DISTRIBUTED THROUGHOUT THE BUILDING FROM THESE LOCATIONS.
2
REFRIGERANT LIQUID AND SUCTION LINES. ONLY ONE IS SHOWN FOR CLARITY, TWO ARE
REQUIRED (TYP).
3
PROVIDE WATER TIGHT WALL PENETRATION.
4
3/4" CD TO DISCHARGE AT 0'-8" AFF TO SPLASH BLOCK AT GRADE. PROVIDE WATER TIGHT
WALL PENETRATION.
5
1 1/2" CD TO DISCHARGE AT 0'-8" AFF TO SPLASH BLOCK AT GRADE. PROVIDE WATER TIGHT
WALL PENETRATION.
6
MOUNT REFRIGERANT LIQUID AND SUCTIONS LINES TO WALL ON UNISTRUT.
7
DEEP SEAL P-TRAP AT AHU-01 CONDENSATE DRAIN.
Suite 400
www.liollio.com
843.762.2222
843.762.2300
4
A
STAFF TOILET
1
121
4
VAV-01
MECHANICAL
BC-01
FCU-02
3
T
IT/ELEC FCU-03
120
FCU-05
116
FCU-03
FCU-05
T
AHU-01
T
7
ROUTE REFRIGERANT
PIPING BELOW GRADE
FCU-01
1" CD
3/4" CD
FCU-04
FCU-01
1 1/2" CD FCU-02
MANAGER OFFICE
VAV-04
T
ST A
2 6
VAV-05
118
T
ACCU-01
GI
114
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
E R E D E N G IN E
Construction
Documents
PIPE SUPPORT
AD-1
VAV-04
VAV-05
T
T
111
VAV-02
Hardeeville
Welcome Center
Replacement
VAV-06
CUSTODIAL
FAMILY B
VAV-01
E
115
PLUMBING CHASE
RE
B
MEN A
R
IN A
T
FCU-04
S O UT H C A
OL
2" CD
F
EO
RS
5
110
T
C
T
VAV-06
FAMILY A
VAV-03
107
VAV-08
T
VAV-02
T
PLUMBING CHASE
VAV-08
105
VENDING STORAGE
VAV-03
109
VAV-07
MOTHER'S ROOM
VAV-07
T
108
OSE Project Number:
NIGHT LOBBY
Project Number:
101
WOMEN A
Checked By:
103
Drawn By:
Date:
D
1
2
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
2 ADD1 10/28/2015
3
2
MECHANICAL
PIPING PLAN PIPING PLAN
(ALTERNATE)
1
MECHANICAL PIPING PLAN - LEVEL 01 (ALTERNATE)
SCALE: 1/8" = 1'-0"
M-200A
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
SEQUENCE OF OPERATION:
3.
EXHAUST FAN SHALL HAVE MOTOR OPERATED DAMPER WHICH IS PROVEN OPEN BY
AN END SWITCH PRIOR TO STARTING FAN. WHEN EXHAUST FAN IS DE-ENERGIZED,
THE DAMPER SHALL CLOSE GRADUALLY TO ALLOW FOR FAN WIND-DOWN TIME.
THE FAN SHALL BE MANUALLY INDEXED ON BY THE ROOM OCCUPANCY SENSOR.
2.
EXHAUST FAN SHALL HAVE MOTOR OPERATED DAMPER WHICH IS PROVEN OPEN BY
AN END SWITCH PRIOR TO STARTING FAN. WHEN EXHAUST FAN IS DE-ENERGIZED,
THE DAMPER SHALL CLOSE GRADUALLY TO ALLOW FOR FAN WIND-DOWN TIME.
3.
A LOSS OF FLOW WHILE THE FAN IS ENERGIZED OR FAILURE OF THE FAN TO START
AS SENSED BY THE FAN MOTOR CURRENT SENSING RELAY SHALL DE-ENERGIZE
THE FAN AND ALARM THE BAS.
EF
BI 3
1.
A LOSS OF FLOW WHILE THE FAN IS ENERGIZED OR FAILURE OF THE FAN TO START
AS SENSED BY THE FAN MOTOR CURRENT SENSING RELAY SHALL DE-ENERGIZE
THE FAN AND ALARM THE BAS.
EF
BI 3
ES
EXHAUST FAN
EXHAUST FAN
EF
B0 2
MOD
M
www.liollio.com
843.762.2222
843.762.2300
ES
EF
B0 2
Suite 400
MOD
EF
AI 1
CT
EF
BI 1
CT
EF
BI 1
BMS CONNECTION
EF
AI 1
O
OCCUPANCY SENSOR
2
SCALE: N.T.S.
ST A
SCHEMATIC - EXHAUST FAN (EF-02, 03, 07, 08)
SCHEMATIC - EXHAUST FAN (EF-01, 04, 05, 06)
SCALE: N.T.S.
GI
S O UT H C A
R
IN A
1
F
EO
OL
T
O
M
RE
2.
THE FAN SHALL BE CONTROLLED BY THE BMS
OCCUPIED/UNOCCUPIED SCHEDULE. WHEN THE BUILDING IS
OCCUPIED, THE FAN SHALL RUN CONTINUOUSLY.
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
RS
1.
E R E D E N G IN E
E
Construction
Documents
A.
SYSTEM CONTROL
1.
THE INDOOR FAN COIL UNIT SHALL BE CONTROLLED TO MAINTAIN THE OCCUPIED AND UNOCCUPIED INDOOR
SPACE TEMPERATURE SETPOINTS. THE FAN COIL UNIT SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OA-MOD
SHALL BE OPEN WHEN THE UNIT IS ENERGIZED. THE UNIT REFRIGERANT CIRCUIT SHALL CYCLE ON/OFF BASED ON
THE INDOOR HEATING/COOLING REQUIREMENTS.
2.
A FAILURE OF THE FAN COIL UNIT SUPPLY FAN, AS SERVED BY ITS CURRENT SENSING RELAY SHALL BE ALARMED
TO THE SYSTEM CONTROLLER. UPON SEEING FAILURE, THE SYSTEM CONTROLLER SHALL INDICATE ALARM, DISABLE
THE UNIT AND RETURN ALL CONTROLS TO THEIR NORMAL POSITION.
3.
WHEN THE FCU IS IN OCCUPIED MODE AND THE SPACE RELATIVE HUMIDITY IS ABOVE SET POINT(50% RH ADJ.), THE FCU
WILL BE IN HUMIDITY MODE. THE FAN WILL RUN AT A HUMIDITY MODE PRESET SPEED. THIS SHALL BE ADJUSTED TO
OBTAIN NEUTRAL AIR TEMPERATURE 75 °F.THE REFRIGERANT CIRCUIT WILL MODULATE TO MAINTAIN A HUMIDITY MODE
SUPPLY AIR TEMPERATURE SET POINT (55 °F ADJ.). THE ELECTRIC HEATER STAGES WILL CYCLE TO MAINTAIN THE SPACE
SPACE TEMPERATURE SETPOINT. WHEN THE RETURN AIR RELATIVE HUMIDITY DROPS BELOW THE SETPOINT MINUS THE
DIFFERENTIAL (5% ADJ.), FCU WILL RETURN TO NORMAL COOLING OR HEATING MODE.
4.
5.
Hardeeville
Welcome Center
Replacement
A.
PROVIDE A FLOAT SWITCH IN THE CONDENSATE DRAIN PAN TO SHUT DOWN THE UNIT WHEN WATER IS PRESENT.
UPON ACTIVATION OF FLOAT SWITCH THE BAS SHALL INDICATE ALARM, DISABLE THE UNIT AND RETURN ALL
CONTROLS TO THEIR NORMAL POSITION.
SYSTEM CONTROL
1.
THE INDOOR FAN COIL UNIT SHALL BE CONTROLLED TO MAINTAIN THE OCCUPIED AND UNOCCUPIED INDOOR
SPACE TEMPERATURE SETPOINTS. THE FAN COIL UNIT SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OA-MOD
SHALL BE OPEN WHEN THE UNIT IS ENERGIZED. THE UNIT REFRIGERANT CIRCUIT SHALL CYCLE ON/OFF BASED ON
THE INDOOR HEATING/COOLING REQUIREMENTS.
2.
A FAILURE OF THE FAN COIL UNIT SUPPLY FAN, AS SERVED BY ITS CURRENT SENSING RELAY SHALL BE ALARMED
TO THE SYSTEM CONTROLLER. UPON SEEING FAILURE, THE SYSTEM CONTROLLER SHALL INDICATE ALARM, DISABLE
THE UNIT AND RETURN ALL CONTROLS TO THEIR NORMAL POSITION.
3.
UPON THE DETECTION OF PRODUCTS OF COMBUSTION SHUT DOWN THE FCU AND SEND AN ALARM TO THE BAS.
PROVIDE A FLOAT SWITCH IN THE CONDENSATE DRAIN PAN TO SHUT DOWN THE UNIT WHEN WATER IS PRESENT.
UPON ACTIVATION OF FLOAT SWITCH THE BAS SHALL INDICATE ALARM, DISABLE THE UNIT AND RETURN ALL
CONTROLS TO THEIR NORMAL POSITION.
OSE Project Number:
Project Number:
4.
UPON THE DETECTION OF PRODUCTS OF COMBUSTION SHUT DOWN THE FCU AND SEND AN ALARM TO THE BAS.
Checked By:
OUTDOOR AIR
FCU
B0 2
Drawn By:
Date:
ES
FCU
BI 1
OA-MOD
VOLUME DAMPER
DX
COIL
FCU
AI 3
FCU
AI 5
FILTER
ELECTRIC
REHEAT
COIL
Revisions:
DX
COIL
RETURN AIR
FCU
AI 3
TS-1
FILTER
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
2 ADD1 10/28/2015
FCU
AI 5
TS-2
RETURN AIR
DPT
CT
RS
M
MECHANICAL
SCHEMATICS
TS-1
TS-2
RL
FCU
BI 4
DPT
2
3
SCHEMATIC - FAN COIL UNIT (FCU-01, AND ALTERNATE FCU-01,
02, 04)
SCALE: N.T.S.
FCU
AI 1
T
TEMPERATURE
SENSOR
FCU
AI 6
H
HUMIDITY
SENSOR
CT
RS
M
RL
FCU
BI 4
2
4
FCU
AI 1
T
TEMPERATURE
SENSOR
SCHEMATIC - FAN COIL UNIT (FCU-02, 03, AND ALTERNATE
FCU-03, 05)
SCALE: N.T.S.
M-300
GENERAL NOTES:
1. ENERGY RECOVERY HEAT PUMP SHALL BE CAPABLE OF PROVIDING
SIMULTANEOUS HEATING AND COOLING TO EACH FAN COIL UNIT.
ACCU-01
1/4:1/2
REFRIGERANT YFITTING
1/4:1/2
1/4:1/2
1/4:1/2
1/4:1/2
FCU-01
117
T
119
T
120
T
118
T
116
T
FCU-02
FCU-03
FCU-04
FCU-05
F
EO
2
1
SCHEMATIC - VRF SYSTEM (ALTERNATE)
R
IN A
GI
S O UT H C A
OL
4. SCHEMATIC SHOWS TYPICAL PIPE SIZES AND COMPONENTS REQUIRED FOR
INSTALLATION OF THE BASIS OF DESIGN HEAT PUMP SYSTEM (MITSUBISHI). REFRIGERANT
PIPING SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
INSTRUCTIONS BASED ON THE PROJECT SPECIFIC LAYOUT AND LENGTH OF REFRIGERANT
PIPING. PRIOR APPROVED MANUFACTURERS SHALL, PRIOR TO BID, PROVIDE A PROJECT
SPECIFIC SCHEMATIC SHOWING ALL INFORMATION REQUIRED TO PRICE THE INSTALLATION
OF THEIR HEAT PUMP SYSTEM. SCHEMATIC SHALL INCLUDE PIPE LENGTHS, PIPE SIZES,
BRANCH/CIRCUIT CONTROLLERS, SPECIALTY PIPE FITTINGS/BRANCHES, ELECTRICAL
LOADS AND CONTROLS. ANY SYSTEM COMPONENTS OR ELECTRICAL CHANGES REQUIRED
TO INSTALL A HEAT PUMP SYSTEM OTHER THAN THE BASIS OF DESIGN SHALL BE
INCLUDED IN THE PROJECT BID. INSTALLATION AND DESIGN OF ANY SYSTEM OTHER
THAN THE BASIS OF DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND,
AFTER PROJECT AWARD, BE OF NO ADDITIONAL COST TO THE OWNER.
843.762.2222
843.762.2300
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
RS
BC-01
www.liollio.com
T
3/8:3/4:5/8
Suite 400
ST A
BRANCH CONTROLLER
3/8:7/8:3/4
3. THE VARIABLE CAPACITY, HEAT PUMP HEAT RECOVERY AIR CONDITIONING SYSTEM
SHALL BE CONNECTED TO THE NEW BUILDING CONTROL AUTOMATION SYSTEM AT THE
CENTRALIZED CONTROLLER. ALL SETPOINTS AND PROGRAMS MUST BE ABLE TO BE
MONITORED BY THE CONTROLS USER INTERFACE. THE BAS SHALL NOT BE USED
TO CONTROL THE HEAT PUMP SYSTEM. ALL CONTROLS FOR THE HEAT PUMP
SYSTEM SHALL BE PERFORMED BY THE INTEGRAL FACTORY CONTROL SYSTEM.
FACTORY CONTROL SYSTEM SHALL BE ENABLED TO BE CONTROLLED THROUGH THE
INTERNET FROM A REMOTE LOCATION. CONTROL ACCESS SHALL BE PROVIDED FOR A
MINIMUM OF FIVE SIMULTANEOUS USERS.
RE
2. EACH FAN COIL UNIT SHALL BE PROVIDED WITH AN ISOLATION VALVE ON THE
REFRIGERANT PIPING.
E R E D E N G IN E
E
Construction
Documents
SCALE: N.T.S.
Hardeeville
Welcome Center
Replacement
OSE Project Number:
Project Number:
Checked By:
Drawn By:
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
DWZ
TJR
10/07/15
2 ADD1 10/28/2015
MECHANICAL
SCHEMATICS
M-301
AIR HANDLING UNIT SCHEDULE
FAN DATA
DESIG
AHU-1
CFM
8,190
SUPPLY
ESP INCH
WG
1.5
MOTOR HP
5.0 (2)
EXHAUST
ESP INCH
WG
1.0
CFM
3,710
COOLING COIL DATA
LAT °F
EAT °F
MOTOR HP
3
DB
78.3
WB
65.8
DB
51.9
WB
51.1
HEATING COIL DATA
LAT °F
EAT °F
SENS MBH
234.7
TOTAL MBH
359.2
DB
55.1
ELECTRICAL
TOTAL MBH
88.5
DB
65.1
kW
25.9
MCA
169.8
REFRIGERANT
R-410A
V/PH/HZ
208/3/60
WEIGHT
5492
BASIS OF
DESIGN
VALENT
EER
10.9
REMARKS
1
NOTES:
1. MINIMUM UNIT OUTDOOR AIR IS 3,000 CFM AT 96°F DB/77°F WB.
CFM
PASS 1
SERVICE
PASS 1
AHU-1
PASS 2
3,710
EAT
DB (°F)
96.0
3,710
PASS 2
LAT
DB (°F)
WB (°F)
82.2
69.7
WB (°F)
77.0
AIR PD
(IN H2O)
1.0
EAT
DB (°F)
WB (°F)
75.0
62.5
PASS 1
LAT
DB (°F)
WB (°F)
-
EAT
DB (°F)
WB (°F)
27.0
20.9
AIR PD
(IN H2O)
1.0
WT
KEH-01
SERVICE
OVEN/RANGE
LENGTH (IN)
30
DUCT (DIA.)
12"
CFM
510
ELECTRICAL
(V/PH/HZ)
120/1/60
FIRE
SYSTEM
PIPING
YES
DESIGNATION
EDH-01
SERVICE
FCU-01
MBH
26.4
NUMBER OF
ELEMENTS
1
KW
7.7
ELECTRICAL
208/3/60
BASIS OF DESIGN
GREENHECK GRRS-30-T-E-D-N
AIRFLOW
OCCUPIED
DESIGNATION MAXIMUM MINIMUM
VAV-01
2325 CFM 2100 CFM
VAV-02
2325 CFM 2100 CFM
VAV-03
935 CFM
900 CFM
VAV-04
360 CFM
300 CFM
VAV-05
480 CFM
420 CFM
VAV-06
400 CFM
320 CFM
VAV-07
800 CFM
700 CFM
VAV-08
565 CFM
500 CFM
REMARKS
2
ELECTRIC DUCT HEATER SCHEDULE
BASIS OF
DESIGN
GREENHECK
REMARKS
1,2
LIGHTING:
EQUIPMENT:
PEOPLE (SENSIBLE):
PEOPLE (LATENT):
1.0 - 2 W/SF
1.5 - 2.5 W/SF
245 BTUH/PERSON
205 BTUH/PERSON
70°F±2°F
INLET
SIZE
16"ø
16"ø
12"ø
6"ø
8"ø
6"ø
10"ø
10"ø
OUTLET
SIZE
24"x18"
24"x18"
16"x15"
12"x8"
12"x10"
12"x8"
14"x12"
14"x12"
MAXIMUM AIR
PRESSURE
MAXIMUM
DROP
NC
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
30
0.01 in-wg
MINIMUM
INLET SP
0.50 in-wg
0.50 in-wg
0.50 in-wg
0.50 in-wg
0.50 in-wg
0.50 in-wg
0.50 in-wg
0.50 in-wg
HEATING COIL PERFORMANCE
EAT
55 °F
55 °F
55 °F
55 °F
55 °F
55 °F
55 °F
55 °F
LAT
85 °F
85 °F
85 °F
85 °F
86 °F
85 °F
86 °F
85 °F
kW
20 kW
20 kW
9 kW
3 kW
4 kW
3 kW
7 kW
5 kW
NUMBER
OF ROWS
1
1
1
1
1
1
1
1
BASIS OF
DESIGN
REMARKS
TITUS DESV
TITUS DESV
TITUS DESV
TITUS DESV
TITUS DESV
TITUS DESV
TITUS DESV
TITUS DESV
OA CFM
170
MCA
42
1
1
REFRIGERANT
R-410A
R-410A
R-410A
DB
78
75.0
75.0
WB
68
62.0
62.0
COIL DUTY
COOLING CAPACITY
SENSIBLE
(MBH)
TOTAL (MBH)
42.8
26.1
15.0
14.7
17.0
17.0
HEATING CAPACITY TOTAL
(MBH)
28.4
11.7
13.4
ELECTRICAL
(V/PH/HZ)
208/3/60
208/1/60
208/1/60
MOUNTING
IN CEILING
WALL MOUNTED
WALL MOUNTED
GI
BASIS OF DESIGN
TRANE
MITSUBISHI
MITSUBISHI
REMARKS
Comments
New
New
New
DESIG
ACCU-01
ACCU-02
ACCU-03
COOLING
CAPACITY
(MBH)
26.1
17.2
17.2
OUTDOOR FAN
NO MOTOR
1
1
1
ELECTRICAL
6. MINIMUM BUILDING POSITIVE PRESSURE:
75°F±2°F / 50% RH
0.05" WG
7. GENERAL EXHAUST CRITERIA:
TOILETS/URINALS/SHOWERS:
8. CODES:
INTERNATIONAL BUILDING CODE, 2012
INTERNATIONAL MECHANICAL CODE, 2012
INTERNATIONAL PLUMBING CODE, 2012
INTERNATIONAL ENERGY CONSERVATION CODE, 2009
NATIONAL ELECTRIC CODE, 2011
NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS (LATEST EDITIONS)
75 CFM/FIXTURE
S O UT H C A
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
E R E D E N G IN E
E
Construction
Documents
FLA
.93
.93
(V/PH/HZ)
208/1/60
208/1/60
208/1/60
OUTDOOR DESIGN TEMP (°F DB)
MCA
18
14
14
MOCP
30
15
15
SUMMER
95
95
95
WINTER
27
27
27
COMPRESSOR NO
1
1
1
REFRIGERANT
R-410A
R-410A
R-410A
WEIGHT LBS.
234
119
119
BASIS OF DESIGN
TRANE
MITSUBISHI
MITSUBISHI
REMARKS
Hardeeville
Welcome Center
Replacement
FAN SCHEDULE
DESIG
EF-01
EF-02
EF-03
EF-04
EF-05
EF-06
EF-07
EF-08
KEF-01
SERVICE
EXHAUST
EXHAUST
EXHAUST
EXHAUST
EXHAUST
EXHAUST
EXHAUST
EXHAUST
EXHAUST
TYPE
CABINET
INLINE
INLINE
CABINET
CABINET
CABINET
CABINET
CABINET
INLINE
CFM
150 CFM
1650 CFM
1100 CFM
150 CFM
100 CFM
100 CFM
100 CFM
100 CFM
510 CFM
SP INCH H2O
0.20
0.25
0.25
0.20
0.20
0.20
0.20
0.20
0.25
APPROX RPM
1050
1140
1725
1050
1050
1050
1050
1050
1300
BHP
-
HP (MOTOR SIZE)
128 W
1/6
1/4
128 W
128 W
128 W
128 W
128 W
1/15
DRIVE
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
ELECTRICAL
120/1/60
120/1/60
120/1/60
120/1/60
120/1/60
120/1/60
120/1/60
120/1/60
120/1/60
VFD
NO
NO
NO
NO
NO
NO
NO
NO
NO
EMERGENCY POWER APPROX WEIGHT (LBS)
NO
10
NO
67
NO
56
NO
10
NO
10
NO
10
NO
10
NO
10
NO
41
BASIS OF DESIGN
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
GREENHECK
REMARKS
-
5. COMFORT COOLING:
INTERIOR SPACES
F
EO
AIR COOLED CONDENSER SCHEDULE
0.048
0.048
0.286
0.311
4. COMFORT HEATING:
INTERIOR SPACES
MAX CFM
1220
720
830
95.5°F DB / 77.3°F WB
83.4°F DB / 77.9°F WB
27°F
3. GENERAL BUILDING DESIGN LOAD REQUIREMENTS:
843.762.2222
843.762.2300
VALENT
T
DESIG
FCU-01
FCU-02
FCU-03
2. GENERAL BUILDING CRITERIA:
WALL U-FACTOR:
ROOF U-FACTOR:
GLASS U-FACTOR:
GLASS SHADING COEFFICIENT:
www.liollio.com
IN A
EAT °F
2
SUMMER:
SUMMER (DEHUMIDIFICATION):
WINTER:
BASIS OF DESIGN
FAN COIL UNIT SCHEDULE
FAN
1. OUTSIDE DESIGN CONDITIONS:
WB (°F)
45.6
TYPE
AIR PD
(IN H2O)
1.0
ENTHALPY PLATE
OL
NOTES:
1. THE ELECTRIC DUCT HEATER SHALL BE PROVIDED WITH AN INTEGRAL DISCONNECT WITH PRIMARY POWER FUSING.
2. PROVIDE SCR CONTROLS FOR ELECTRIC DUCT HEATER.
BUILDING DESIGN COMMISSIONING DATA
DB (°F)
55.3
AIR PD
(IN H2O)
1.0
SUPPLY VAV UNIT SCHEDULE
KITCHEN VENTILATION HOOD SCHEDULE
MAX
COOKING
TEMP (°F)
190
LAT
PASS 2
EAT
DB (°F)
WB (°F)
70.0
58.5
Suite 400
RS
PHX-1
WINTER
ST A
DESIG
SUMMER
RE
HEAT EXCHANGER SCHEDULE
OSE Project Number:
Project Number:
Checked By:
Drawn By:
2
AIR DEVICE SCHEDULE
CFM
NUMBER
A1
A2
A3
C1
C2
C3
E2
E3
E4
G1
G2
G3
K1
K2
DUTY
SUPPLY
SUPPLY
SUPPLY
RETURN
RETURN
RETURN
EXHAUST
EXHAUST
EXHAUST
SUPPLY
SUPPLY
SUPPLY
RETURN
RETURN
TYPE
A
A
A
C
C
C
E
E
E
G
G
G
K
K
MIN
0 CFM
151 CFM
251 CFM
0 CFM
0 CFM
0 CFM
126 CFM
226 CFM
351 CFM
0 CFM
661 CFM
901 CFM
0 CFM
326 CFM
MAX
150 CFM
250 CFM
350 CFM
800 CFM
800 CFM
800 CFM
225 CFM
350 CFM
500 CFM
660 CFM
900 CFM
1200 CFM
325 CFM
980 CFM
NECK SIZE
6"ø
8"ø
10"ø
18"x18"
18"x18"
18"x18"
8"x8"
10"x10"
12"x10"
8"ø
12"ø
12"ø
8"ø
12"ø
BLOW
4-WAY
4-WAY
4-WAY
-
Date:
BASIS OF DESIGN
MANUFACTURER
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
TITUS
Revisions:
MODEL
TDCA
TDCA
TDCA
PAR
PAR
PAR
PAR-AA
PAR-AA
PAR-AA
FL-20
FL-20
FL-20
FL-20
FL-20
DESIGNATION
IAH-01
CFM
200
THROAT
VELOCITY
(FPM)
475
THROAT
AREA (SF)
0.44
HOOD AREA
(SF)
4.2
14108
DWZ
TJR
10/07/15
2 ADD1 10/28/2015
REMARKS
MECHANICAL
SCHEDULES
M-500
INTAKE AIR HOOD SCHEDULE
MAXIMUM AIR PD
(INCH WG)
0.03
Interstate 95,
Jasper County,
SC
P28-9742-PD
WEIGHT
(LBS)
37
BASIS OF DESIGN
GREENHECK
DRAWING NOTES
4
5
6
2
OWNER PROVIDED CONTRACTOR INSTALLED PEOPLE COUNTER. PROVIDE 3/4" CONDUIT TO
MECH/ELEC 114 FOR WIRING BY OWNER.
2
PROVIDE 1 1/4" CONDUIT TO ROOF FOR ANTENNA. PROVIDE WEATHERHEAD CAP.
3
PROVIDE 120V CONNECTION TO HOOD AND KITCHEN EXHUAST FAN. PROVIDE SINGLE
POLE MOTOR RATED SWITCH FOR DISCONNECTING MEANS FOR FAN. PROVIDE FIRE
ALARM RELAY TO ALERT SYSTEM OF FIRE PROTECTION ACTIVATION IN HOOD. RANGE
CIRCUIT SHALL SHUNT TRIP UPON ACTIVATION.
4
2 CHANNEL EXTRUSION BY CURTAIN WALL MANUFACTURER FOR FIRE ALARM AND
TELECOMM WIRING. SEE ARCHITECTURAL PLANS FOR INFO.
5
FLOOR BOX FOR POWER AND TELECOMM. PROVIDE 1" CONDUIT TO ROOM 120 FOR IT
CABLING.
6
1" CONDUIT TO ACCESSIBLE CEILING IN PLUMBING CHASE 115 FOR IT CABLING.
7
1 1/4" CONDUIT UNDER SLAB TO IT/ELEC 120.
8
4" SLEEVE.
9
3/4" x 4' x 8' PLYWOOD BACKBOARD WITH FIRE RESISTANT PAINT IN LIGHT COLOR, APPLY TO
ALL WALLS.
Suite 400
11
120V CONNECTION
FOR FCU MOTORIZED
DAMPER
P
FCU-01
J
44
20
2
J
FAN CONTROLLERS
1
116
32,34,36 E
+60" 34
34
RCP-01
14
MDP
1
M
M EF-03
5 J
J
10
12
+46"+46" +46"+46"
F GFI
4
18
14
+46"+46"
E
13,15,17
VAV-04
VAV-05
5 J
J 11
100
24
J 5
11 J
5 J
7
E
29
J 11
19
GFI
5 J
13
J 11
VESTIBULE
GFI
WOMEN B
16
J
15
JAN.
13
13
13
13
13
13
13
13
J
J
J
J
J
J
J
J
J
J
J
16
J
7
J
7
PLUMBING CHASE
M
M
EF-02
5
105
J
J
J
J
J
J
J
J
7
7
7
7
7
7
7
7
106
11 13
GFI
J
13
13
J
J
AUTO FAUCET/TOILET
DISCONNECTS, TYP.
J
J
J
GFI
5 7
7
7
M 16
MEF-07
J
7
16
M
9
J
108
36
+48"
1
11
F
19
FAMILY B
+48"
GFI
17
2
E
2
6
111
15
VAV-06 E 19,21,23
GFI CUSTODIAL
15
110
F
6
1
C
21
20
48
Hardeeville
Welcome Center
Replacement
7
6
35
2
25
21
1
27
8,10,12
NIGHT LOBBY
E 20,22,24
120V CONNNECTION
FOR PAY PHONE.
F
30
37
6
E
VENDING STORAGE
109
29
OSE Project Number:
101
Project Number:
31
P
F
Checked By:
J 46
Drawn By:
33
D
21
ADA DOOR ACTUATOR. PROVIDE
1/2" CND TO DOOR OPERATOR.
COORDINATE EXACT LOCATION
WITH ARCHITECT. TYPICAL.
WP/GFI
6
1
E R E D E N G IN E
Construction
Documents
P
F
22
J
VAV-07
F
1
MOTHER'S
ROOM
112
M 25
M
VAV-03
E
25,27,29
F
M
EF-04
5
E
7,9,11
3
+48"
19
C
ST
101B
39 +72" 41
PROVIDE CONNECTION TO
OVERHEAD DOOR. PROVIDE
CONDUIT AND 2#12 AWG TO BASE OF 23
GATE AT EACH SIDE FOR SENSORS
VAV-08
102
103
GFI
38
34
J
S
VAV-02
107
VESTIBULE
WOMEN A
F
3
GFI
13
GFI
13
42
F
3
M
EF-05 FAMILY
A
104
13
M
J
J
27
F
3#12 AWG
S
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
F
F
F
28
28
K
+100"
J F
S
F
11
+100"
M 25
M
EF-06
J
+100"
J
S
PROVIDE ROUGH-IN
FOR KEY SWITCH
+60"+60"
GFI
26
F 26
S
+100"
41
S
GFI
+60"+60"
+100"
41
R
13
19
GFI
JAN.
EF-08
+100"
41
S O UT H C A
GFI 3
COORDINATE FINAL LOCATION AND
MOUNTING HEIGHT WITH OWNER, TYP.
F
EO
9
J
32
J
32
B
GI
114
MOUNT TIGHT UNDER
COUNTER TYP.
5
WC1 SEC2 - 2,4
ACCU-03
J 11
3
WELCOME CENTER
TO
FCU-03
WP/GFI
23
E
14,16,18
J 11
5 J
113
5
D
MEN A
MEN B
J
32
19
CONNECTION TO FAN,
PROVIDE WALL CONTROL IN
STAFF WORK ROOM 117 FOR
EACH FAN
17
5
5 J
PROVIDE EMPTY POWER AND
F DATA
JUNCTION BOX WITH 3/4" CONDUIT FROM
EACH BOX FOR FUTURE MONITORS.
HOMERUN ALL CONDUITS TO ROOM 120.
COORDINATE FINAL ROUGH-IN LOCATION
WITH OWNER.
1
9 GFI
PLUMBING CHASE
5 J
J 11
115
F
MANAGER OFFICE
18 118
F
17
J 11
5
18
F
21
WP/GFI
NEMA 6-50R
3
5 J
IN A
4
16
J 11
OL
26
J
18
ARM
36,38
B
1,3,5
M
5 J
GFI
6 GFI
4
23
AHU-01
J
40
119
COORDINATE DISCONNECT SWITCH TYPE WITH MANUFACTURER.
WP/GFI
T
F
PROVIDE CONNECTION TO PREWIRED CASEWORK,
COORDINATE LOCATION WITH
J
CASEWORK MANUFACTURER
32
19
22
11
2
2
FACP
8
J 11
PROVIDE 30A, 3-POLE, 240V NFSS. TYPICAL FOR ALL DUCT HEATERS.
ST A
20
J
117A
KITCHEN
D
M
25
STAFF WORK ROOM
6
FROM
ACCU-03
10
F
10
FCU-03 E
MAIN GROUND BUS J 49
BAR, SEE ONE-LINE MOD
J 49
WC1
MOD
P
24
1 SEC2 WC1
J
J
GROUND BUS BAR
E 2,4,6
DWH-01
+60"
32
16
S
A
FOR IRRIGATION CONTROLLER
11
MECHANICAL
EDH-01
E
2 IT/ELEC
120
4
GFI
FCU-02
11
2
WP/GFI
MDP
37,39,41
E
VAV-01
FS
TS
F
GFI
MDP E
31,33,35
F
P
9
WC1 - 45 J
P
8
J
39
18 STAFF TOILET
WC1 SEC2 - 6,8
M
2
TO FCU-02
121
FROM
ACCU-02
F
M
F
EF-01 +48"
47 J
843.762.2222
843.762.2300
J
E
www.liollio.com
RS
MDP - 38,40,42
120V CONNECTION TO
SPRINKLER ELECTRIC BELL.
WIRE THROUGH FLOW SWITCH.
GFI
E
COORDINATE EXACT QUANTITY
AND LOCATION WITH FIRE
ADA DOOR ACTUATOR. PROVIDE PROTECTION DRAWINGS.
1/2" CND TO DOOR OPERATOR.
COORDINATE EXACT LOCATION
WITH ARCHITECT. TYPICAL.
GFI
ACCU-02 ACCU-01
RE
2
1
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
MDA
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
3
ELECTRICAL
POWER AND
SPECIAL
SYSTEMS PLAN
1
ELECTRICAL POWER AND SPECIAL SYSTEMS PLAN
SCALE: 1/8" = 1'-0"
E-100
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
4
5
6
Suite 400
www.liollio.com
843.762.2222
843.762.2300
A
121
BC-01
FCU-03
IT/ELEC
120
FCU-05
2
WC1 SEC2 - 2,4 E
MECHANICAL
STAFF TOILET
2
E
WC1 SEC2
10,12
STAFF WORK ROOM
STAFF STORAGE ROOM
117A
117B
116
2
E
WC1 SEC2 - 2,4
KITCHEN
119
EDH-01 MDP - 37,39,41
120V CONNECTION FOR
FCU MOTORIZED
E
DAMPER, TYPICAL
J
WC1 SEC2
EDH-04
WC1 - 45
10,12
MDP - 38,40,42
FCU-01
E
2
13
MANAGER OFFICE
PLUMBING CHASE
118
MEN A
114
RE
B
115
GI
E
MDP
31,33,35
ACCU-01
MEN B
S O UT H C A
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
RS
T
ST A
F
EO
IN A
WC1 SEC2
6,8
2
E
E
J
FCU-04 WC1 - 45
OL
EDH-02
MDP - 38,40,42
WC1 - 45
J E
2
E
WC1 SEC2 FCU-02
6,8
E R E D E N G IN E
E
Construction
Documents
113
WELCOME CENTER
100
JAN.
CUSTODIAL
112
110
Hardeeville
Welcome Center
Replacement
VESTIBULE
FAMILY B
101B
111
C
WOMEN B
FAMILY A
VENDING STORAGE
104
107
109
JAN.
106
PLUMBING CHASE
NIGHT LOBBY
VESTIBULE
105
101
102
OSE Project Number:
Project Number:
WOMEN A
MOTHER'S ROOM
103
Checked By:
108
Drawn By:
Date:
D
1
2
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
DWT
10/07/15
2 ADD1 10/28/2015
3
2
ELECTRICAL
POWER PLAN
(MECHANICAL
EQUIPMENT
ALTERNATE)
1
ELECTRICAL POWER PLAN (MECHANICAL EQUIPMENT ALTERNATE)
SCALE: 1/8" = 1'-0"
E-100A
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
GENERAL NOTES
4
5
1. PROVIDE TIME CLOCK CONTROL OF EXTERIOR FIXTURES. LOCATE TIME CLOCK IN ROOM
116.
6
DRAWING NOTES
3
UL1 30
DIMMER SWITCH FOR ROOM 100 TYPE W2 LIGHTING.
2
PROVIDE (2) 4' SECTIONS ON BATTERY BACKUP. PROVIDE 125W INVERTER SYSTEM IN ROOM
116.
3
PROVIDE 100W INVERTER FOR TYPE UL1 FIXTURE. LOCATION IN ROOM 116.
4
PROVIDE 200W INVERTER FOR TYPE UL1 FIXTURE. LOCATION IN ROOM 120.
Suite 400
www.liollio.com
843.762.2222
843.762.2300
UL1 30
W3 30
W3 30
UL1 30
A
W1 37
OS
R1 37
R1 37
R1 37
EM 31
1
OS
OS
121
IT/ELEC S1 37
120
R1 37
S1 31
S1 31
S1 31
STAFF STORAGE ROOM
2
OS
R1 37
R1 37
R1E 37
1 MECHANICAL
117B
R1E 37
W3 30
Da
D2 37
D2 37
STAFF TOILET
R1 37
1
116
R1 37
R1 37
D1 31
D1 31
D1 31
D1 31
KITCHEN
UC1 6
1
117A
R1 37
R1 37
2
R2 37 a,b
R2 37 a,b
R1 37
2 X1 37
OS
UC1 10UC1 10 UC1 14 UC1 14 UC1 14
MANAGER OFFICEOS
2
118
UL1 30
UL1 30
W2 28 a
UL1 30
32' SECTION
W2 28 a
4
52' SECTION
D1 31
D1 31 D1 31
PLUMBING CHASE
115
S1 31
B
GI
D1 31
D1 31
F
EO
S O UT H C A
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
E R E D E N G IN E
E
D1 31
MEN B R3 31
1
D1E 31
D1 31
D1 31
D1E 31
D1 31
13
D1 31
OS
D1 31
Construction
Documents
R3 31
113
100
D1 31 MEN A
114
D1 31 D1E 31
D1 31
WELCOME CENTER
2
D1 31
D1 31
D1E 31
UL1 30
D1 31
D1 31
2
D1E 31
IN A
D1 31
UC1 6
D1 31
OL
a b
R1E 37
S1 31
D1 31
D1E 31
RS
W2 42 a
23' SECTION
STAFF WORK ROOM
T
R1E 37
ST A
119
RE
JAN.
112
UL1 30
UL1 30
X1 28
W2 28 a 52' SECTION
W1 33
OS
D2 33
OS
2
UL1 30
UL1 30
D2 33
R1 33
D1E 33
S2 33
W3 30
CUSTODIAL
FAMILY B
110
X1 33
111
C
OS
D1E 35
D1 35
D1E 35
D1 35
D1E 35
D1 35
D1E 35
1
WOMEN B
1
104
D1 35
R3 35
PLUMBING CHASE
D1 33
R3 35
D1 35
D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35
WOMEN A
D1 33
103
D1 35
D1E 35
D1 35
D1E 35
D1 35
D1E 35
D1 35
OS
D1E 35
R1 33
D1E 33
D1E 33
D1 33
D1 33
D1 33
D1 33
D1 33
D1 35
2
W1 33
R3 33 MOTHER'S ROOM
108
D2 33
D1 35
R1 33
NIGHT LOBBY
VENDING STORAGE
101
D1 33
D1 33
109
D1E 33
OSE Project Number:
R1 33
Project Number:
X1 33
D1E 30
Checked By:
Drawn By:
D1E 30
W1 33
1
2
Hardeeville
Welcome Center
Replacement
D2 33
D1E 33
D1 33
VESTIBULE
D1 33
X1 33
102
S1 35
105
1
JAN.
106
D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35 D1 35
S1 35
FAMILY A
D2 33
107
D1 35
OS
D1 35
OS
UL1 30
1
D
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
MDA
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
3
ELECTRICAL
LIGHTING PLAN
1
ELECTRICAL LIGHTING PLAN
SCALE: 1/8" = 1'-0"
E-200
GRAPHIC SCALE
8
N
4
0
SCALE: 1/8" = 1'-0"
8
16
GENERAL NOTES:
1.
PRIMARY CONDUIT AND CONDUCTORS
TO BE PROVIDED BY ELECTRIC
UTILITY COMPANY. COORDINATE
TRANSFORMER PAD LOCATION WITH
UTILITY
ALL LOADS ARE NOT SHOWN ON THE SINGLE LINE DIAGRAM.
REFER TO PANEL SCHEDULES FOR REMAINING LOADS.
DRAWING NOTES:
1
TRANSFORMER PROVIDED BY UTILITY COMPANY. CONTRACTOR
TO PROVIDE CONCRETE TRANSFORMER PAD, AND SECONDARY
LUGS.
2
UL LISTED FOR SERVICE ENTRANCE. SINGLE PHASE
PROTECTION BUILT INTO SERVICE ENTRANCE MAIN CIRCUIT
BREAKER
1
EXOTHERMIC
WELD. TYPICAL.
PAD-MOUNTED UTILITY TRANSFORMER
PROVIDED BY POWER COMPANY
208Y/120V, 3Ø, 4W SECONDARY
MAIN GROUND BAR (MGB) RM 116
TIED OR
WELDED
REBAR
# 3/O BARE COPPER GROUNDING
CONDUCTOR
M
MOUNTED ON UTILITY
TRANSFORMER,
COORDINATE
REQUIREMENTS
CONDUCTOR
Suite 400
www.liollio.com
843.762.2222
843.762.2300
30' LENGTH
MIN. IN FOOTING
CONDUCTOR
BUILDING STEEL COLUMN
AND UFER GROUND.
REFER TO DETAILS FOR
FURTHER GROUNDING
REQUIREMENTS.
BOND TO WATER PIPE WITHIN 5 FT.
OF WHERE PIPE ENTERS THE
BUILDING USING UL APPROVED
CLAMP. TYP.
MAIN WATER SERVICE PIPE
WHEN METALLIC.
GROUNDING GRID
GI
FEEDER SCHEDULE
(600V UNLESS OTHERWISE NOTED)
EXAMPLE:
P-100
M-30
TP-75
LEGEND:
P - PANEL
M - MOTOR
TP/TS - XFMR (PRIMARY/SECONDARY)
PANEL
MDP WC
208/120V, 3Ø, 4W
65K AIC MIN - SE RATED
100% RATED
800A MAIN CIRCUIT
BREAKER
GND.
GFP
MAIN
BONDING
JUMPER
NEUT.
2
SETS
SIZE
GROUND
4"
P-150
1
4#1/0
#6
2"
#10
1 1/4"
P-200
1
4#3/0
#6
2"
4#12
#12
3/4"
P-225
1
4#4/0
#4
2 1/2"
1
4#10
#10
1/2"
P-250
1
4#250
#4
2 1/2"
P-40
1
4#8
#10
3/4"
P-300
1
4#350
#4
3"
P-50
1
4#8
#10
1"
P-400
1
4#500
#3
3 1/2"
4#350
#1
3"
SETS
SIZE
GROUND
MAIN
2
4#500
-
SPD
1
4#6
P-20
1
P-30
P-35
DM
P-45
200/3
70/3
70/3
30/3
20/3
20/3
20/3
30/3
1
4#6
#10
1 1/4"
P-600
1
4#4
#8
1 1/4"
P-800
2
4#500
#1/0
3 1/2"
1
4#3
#8
1 1/4"
P-1200
4
4#350
#3/0
3"
P-110
1
4#2
#6
1 1/2"
P-1600
5
#400
#4/0
3"
P-125
1
4#1
#6
2"
CH
1
4#3
#6
4"
FPE
1
4#2/0
#4
4"
GEN1
1
4#3/0
#6
4"
GEN2
2
4#500
#1/0
4"
FPT
1
4#2/0
-
4"
20/3
P-70
P-90
SPD
CONDUIT
2
P-60
200/3
60/3
P-200
P-80
P-100
PANEL WC1
M
E
SUB-FEED LUGS
VAV-01
AHU-01
E
E
VAV-02
VAV-03
E
VAV-04
E
VAV-05
E
VAV-06
E
VAV-07
CONDUIT
LABEL
LABEL
P-25
2
- 100A PANEL FEEDER
- 30HP MOTOR FEEDER
- 75KVA TRANSFORMER PRIMARY
E
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
RS
T
ST A
# 2 COPPER TO TELEPHONE
GROUND BAR RM 121
S O UT H C A
IN A
MAIN
F
EO
OL
#3/0 COPPER GROUNDING
CONDUCTOR
RE
E R E D E N G IN E
E
Construction
Documents
Hardeeville
Welcome Center
Replacement
OSE Project Number:
Project Number:
VAV-08
Checked By:
SPD
PANEL WC1 SEC2
Drawn By:
FEEDER SCHEDULE
(600V UNLESS OTHERWISE NOTED)
S.T.
LEGEND:
P - PANEL
M - MOTOR
TP/TS - XFMR (PRIMARY/SECONDARY)
2#8, 1#10 GND,
3/4" CND
LOCATE IN ROOM 120
208-240V BUCK-BOOST
TRANSFORMER
50A ENCLOSED
CIRCUIT BREAKER
B
CONCRETE
FOOTING
OVEN/RANGE
RECEPTACLE
LABEL
SETS
SIZE
GROUND
M-10
1
3#12
#12
M-15
1
3#10
M-20
1
EXAMPLE:
P-100
M-30
TP-75
- 100A PANEL FEEDER
- 30HP MOTOR FEEDER
- 75KVA TRANSFORMER PRIMARY
Revisions:
LABEL
SETS
SIZE
GROUND
3/4"
TP-75
1
3#1/0
#6
1 1/2"
#10
3/4"
TP-112
1
3#3/0
#6
2"
3#8
#10
3/4"
TP-150
1
3#250
#4
2"
1
3#6
#8
3/4"
TP-225
1
3#600
#3
4"
M-40
1
3#6
#8
1"
TP-300
2
3#250
#2
2 1/2"
M-50
1
3#4
#6
1 1/4"
TS-15
1
4#8
#8
3/4"
M-60
1
3#3
#6
1 1/2"
TS-30
1
4#3
#8
1 1/4"
M-75
1
3#1
#6
1 1/2"
TS-45
1
4#1
#6
1 1/2"
M-100
1
3#2/0
#6
1 1/2"
TS-75
1
4#250
#2
2 1/2"
M-125
1
3#3/0
#4
2"
TS-112
1
4#350
#2
3"
TP-15
1
3#10
#10
3/4"
TS-150
2
4#350
1
3"
TP-30
1
3#6
#10
3/4"
TS-225
2
4#600
#1/0
3 1/2"
TP-45
1
3#3
#8
1 1/4"
TS-300
4
4#600
#2/0
3 1/2"
M-25
M-30
CONDUIT
Date:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
MDA
10/07/15
2 ADD1 10/28/2015
CONDUIT
ELECTRICAL
ONE-LINE
DIAGRAM
E-501
PANELBOARD: MDP
LOCATION:
MOUNTING: Surface
ENCL NEMA: Type 1
MIN AIC: SEE ONE-LINE DIAGRAM
MAINS:
VOLTS:
PHASE:
WIRES:
AMPS: 800
100% RATED MAIN
CIRCUIT BREAKER
DISTRIBUTION
208/120 Wye
3
2
4
PANEL NOTES:
PROVIDE GROUND BUS
PROVIDE FULL SIZE NEUTRAL BUS UNLESS NOTED OTHERWISE
TYPE
CKT
1
A
22.73
B
22.73
6.67
5
7
3#4, 1#8 GND, 1"
VAV-02
CND
3
70 A
6.67
VAV-04
3
20 A
1.00
VAV-06
3
20 A
21
25
3
20 A
31
3#10, 1#10 GND,
EDH-01
3/4" CND
3
30 A
37
3
45 A
3
100 A
--
3
VAV-07
3#10, 1#10 GND,
3/4" CND
200 A
3
WC1
4#3/0, 1#6 GND,
2" CND
34
50 A
3
DWH-01
3#8, 1#10 GND, 1"
CND
4.33
30 A
3
ACCU-01
3#10, 1#10 GND,
3/4" CND
100 A
3
SPACE
36
38
5.04
2.16
40
5.04
2.16
42
0.00
44
0.00
0.00
46
0.00
83.67 kVA
30 A
30
4.33
47
TOTAL LOAD:
21.82
2.16
45
VAV-05
81.74 kVA
0.00
--
--
48
Load Classification
LTG
REC
Equipment
HVAC
Lighting - Dwelling Unit
GI
INDICATES C.B. EQUIPPED WITH "LOCK-ON" DEVICE
INDICATES C.B. IS GROUND FAULT TYPE (5mA FOR PERSONNEL)
INDICATES C.B. EQUIPPED WITH SHUNT TRIP DEVICE
INDICATES C.B. EQUIPPED WITH 30mA GROUND FAULT FOR EQUIPMENT
Connected Load
5.98
33.02
33.64
175.13
0.00
Demand Factor
100.00%
65.14%
100.00%
100.00%
0.00%
S O UT H C A
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
82.32 kVA
BREAKER TYPE KEYS:
LO GF ST HT -
F
EO
IN A
SPACE
3
OL
--
28
2.57
0.00
20 A
32
41
43
VAV-03
24
4.33
39
3
26
2.57
5.04
2.33
21.24
35
3#8, 1#10 GND, 1"
FCU-01
CND
22
1.67
33
843.762.2222
843.762.2300
3#10, 1#10 GND,
3/4" CND
35 A
18
23.17
1.67
2.57
1.33
2.33
29
2
16
1.00
1.67
3#4, 1#8 GND, 1"
CND
VAV-01
20
1.00
27
Suite 400
12
2.33
23
VAV-08
3.00
1.33
1.00
1.00
3
WIRE SIZE
14
17
19
70 A
LOAD DESCRIPTION
www.liollio.com
10
1.33
15
P
6
3.00
6.67
1.00
TRIP
AMPS
8
11
13
6.67
3.00
9
TYPE
4
22.73
6.67
CKT
2
6.67
3
200 A
C
Estimated Demand
5.98
21.51
33.64
175.13
0.00
2
IF ALTERNATE IS ACCEPTED,
CIRCUITS 31,33,35 WILL BE FOR ACCU-01. PROVIDE 50A 3P BREAKER, WITH 3#8 1#10GND 1" CONDUIT. THE LOAD WILL BE 4.32KVA.
CIRCUITS 37,39,41 WILL BE FOR EDH-01. PROVIDE 20A 3P BREAKER, WITH 3#12 1#12GND 3/4" CONDUIT. THE LOAD WILL BE 3.51KVA.
CIRCUITS 32,34,36 WILL BE FOR EDH-02,04. PROVIDE 20A 3P BREAKER, WITH 3#12 1#12GND 3/4" CONDUIT. THE LOAD WILL BE 5.01KVA.
Panel Totals
Total Conn. Load:
Total Est. Demand:
Total Conn. Current:
Total Est. Demand Current:
247.77 kVA
236.26 kVA
687.74 A
655.79 A
ST
RS
3
TRIP
AMPS
T
3#3/0, 1#6 GND,
AHU-01
2" CND
P
ST A
LOAD DESCRIPTION
RE
WIRE SIZE
E R E D E N G IN E
E
Construction
Documents
Hardeeville
Welcome Center
Replacement
OSE Project Number:
Project Number:
Checked By:
Drawn By:
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
MDA
10/07/15
1 10/07/15 REBID
2 ADD1 10/28/2015
ELECTRICAL
PANEL
SCHEDULES
E-601
PANELBOARD: WC1
PANELBOARD: WC1 SEC2
LOCATION:
MOUNTING: Surface
ENCL NEMA: Type 1
MAINS:
VOLTS:
PHASE:
WIRES:
AMPS: 200
MCB
LOCATION:
MOUNTING: Surface
ENCL NEMA: Type 1
208/120 Wye
3
4
PANEL NOTES:
4
20 A
CKT
1
REC MEN B 103
1
20 A
3
SENSORS MEN 103
1
20 A
5
HAND DRYER MEN 103
1
20 A
7
TYPE
REC MEN A 105
1
20 A
9
SENSORS MEN 105
1
20 A
11
HAND DRYER MEN 105
1
20 A
13
REC Space 127
1
20 A
15
REC FAMILY B 102
1
20 A
17
REC VESTIBULES, CHASE,...
1
20 A
19
REC VENDING STORAGE...
1
20 A
21
VENDING NIGHT LOBBY 101
1
20 A
GF
23
1
20 A
GF
25
1
20 A
GF
27
1
20 A
GF
29
1
20 A
GF
31
1
20 A
GF
33
1
20 A
GF
35
1
20 A
GF
37
WELCOME SIGN
FCU MOTORIZED DAMPERS
ELECTRIC BELL
MOTORIZED DAMP. MECH...
SPARE
SPARE
SPARE
SPARE
SPARE
DO NOT USE
DO NOT USE
DO NOT USE
1
1
1
1
1
1
1
1
1
1
1
----
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
----
GF
GF
--
39
41
43
45
47
49
-51
-53
-55
-57
-59
-61
-63
-65
TOTAL LOAD:
A
0.36
B
C
0.54
0.36
0.54
0.10
1.40
0.40
0.10
0.36
0.18
0.18
1.20
0.36
1.20
0.36
1.20
1.00
0.20
0.18
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.34
0.20
0.30
0.00
0.00
8.25
0.00
23.17 kVA
TYPE
13.34
21.24 kVA
0.00
9.30
21.82 kVA
WIRE SIZE
LOAD DESCRIPTION
REC MOTHER'S ROOM 108
P
1
20 A
P
1
20 A
CKT
1
4
20 A
1
REC KITCHEN 115
REC FAMILY A 112
1
20 A
3
6
20 A
1
REC KITCHEN 115
REC WOMEN A 109
1
20 A
5
8
20 A
1
REC STAFF WORK ROOM...
SENSORS WOMEN 109
1
20 A
7
LOAD DESCRIPTION
REC IT/ELEC 117
WIRE SIZE
TYPE
10
20 A
1
HAND DRYER WOMEN 109
1
20 A
9
12
20 A
1
REC WOMEN B 111
1
20 A
11
14
20 A
1
SENSOR WOMEN B 111
1
20 A
13
16
20 A
1
HAND DRYER WOMEN 111
1
20 A
15
18
20 A
1
REC MANAGER OFFICE 119
INFORMATION POD WC 100
1
20 A
17
20
20 A
1
REC STORAGE 116
INFORMATION POD WC 100
1
20 A
19
22
20 A
1
CHARGING BAR WELCOME...
REC OUTDOOR
1
20 A
21
24
20 A
1
FACP MECHANICAL 116
REC IT/ELEC 120
1
20 A
23
26
20 A
1
REC WELCOME CENTER 100
EF-03, EF-06, EF-08
1
20 A
25
28
20 A
1
HAND DRYER WOMEN B 104
1
20 A
27
30
20 A
1
HAND DRYER MEN A 114
1
20 A
29
32
20 A
1
CHARGING BARWELCOME...
LTG MECHANICAL 116
1
20 A
31
34
20 A
1
LTG
1
20 A
33
50 A
2
RANGE KITCHEN 119
LTG WOMEN A 103
1
20 A
35
LTG STAFF WORK ROOM...
1
20 A
37
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
20 A
1
1
1
1
1
1
1
1
1
1
1
FRIDGE KITCHEN 119
NIGHT LOBBY GATE
ADA DOOR WEL. CTR 100
ADA DOOR NIGHT LOBBY...
PAYPHONE NIGHT LOBBY...
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
HAND DRYER STAFF TOIL...
DISPLAY SCREEN...
1
1
20 A
20 A
0A
3
WC1 SEC2
36
38
0.18
0.20
5.00
5.00
0.18
0.00
0.18
0.18
1.20
1.20
0.00
0.36
1.20
1.20
0.72
0.36
0.54
1.20
0.36
0.42
0.36
0.72
0.40
0.18
0.36
1.40
CKT
2
40
42
44
46
48
50
52
54
56
58
60
62
64
66
GF
-------
3#8, #10GND, 1"
C
2
39
41
TOTAL LOAD:
A
0.36
B
C
1.46
0.54
1.46
0.00
0.10
1.40
0.40
0.36
1.40
0.36
1.62
1.40
0.08
0.20
0.65
1.40
1.04
1.08
1.40
0.10
1.40
0.99
0.10
0.18
0.18
0.30
0.00
1.40
1.40
1.40
8.25 kVA
0.10
13.34 kVA
0.54
0.28
9.31 kVA
P
15 A
2
LOAD DESCRIPTION
Suite 400
WIRE SIZE
www.liollio.com
ACCU-03
2
6
15 A
8
0.36
0.36
1.46
1.46
1.40
0.14
TYPE
4
0.54
0.14
CKT
2
TRIP
AMPS
2
843.762.2222
843.762.2300
ACCU-02
10
--
20 A
1
SPARE
--
12
--
20 A
1
SPARE
--
14
30 A
1
RCP-01
2#10, 1#10 GND
16
20 A
1
EF-02, EF-04, EF-05, EF-07
18
20 A
1
EF-01
20
20 A
1
TV NIGHT LOBBY 101
22
20 A
1
HAND DRYER WOMEN A 103
24
20 A
1
HAND DRYER MEN B 113
26
20 A
1
HOOD KITCHEN 119
28
20 A
1
LTG WELCOME CENTER 100
30
20 A
1
LTG
32
20 A
1
CEILING FANS WELCOME...
34
20 A
1
HAND DRYER FAMILY B 111
36
20 A
1
HAND DRYER MOTHER'S...
38
20 A
1
HAND DRYER FAMILY A 107
40
42
20 A
20 A
1
1
FLAG POLE LTG
LTG WELCOME CENTER 100
BREAKER TYPE KEYS:
-------
LO GF ST HT Load Classification
LTG
REC
Equipment
HVAC
Connected Load
5.84
3.78
14.68
6.62
0.00
Demand Factor
100.00%
100.00%
100.00%
100.00%
0.00%
GI
Estimated Demand
5.84
3.78
14.68
6.62
0.00
F
EO
S O UT H C A
R
RMF
ENGINEERING INC.
CHARLESTON, SC
C-00831
ST
RS
P
1
TRIP
AMPS
T
LOAD DESCRIPTION
REC MECHANICAL 130
TRIP
AMPS
ST A
TRIP
AMPS
PROVIDE GROUND BUS
IN A
3
RE
---------
208/120 Wye
OL
--
AMPS: 200
MCB
PANEL NOTES:
PROVIDE GROUND BUS
*GFI BREAKER
WIRE SIZE
MAINS:
VOLTS:
PHASE:
WIRES:
E R E D E N G IN E
E
Panel Totals
Total Conn. Load:
Total Est. Demand:
30.92 kVA
30.92 kVA
85.82 A
85.82 A
Construction
Documents
BREAKER TYPE KEYS:
LO GF ST HT Load Classification
LTG
REC
Equipment
HVAC
Connected Load
5.98
33.02
20.64
6.62
0.00
Demand Factor
100.00%
65.14%
100.00%
100.00%
0.00%
Estimated Demand
5.98
21.51
20.64
6.62
0.00
Panel Totals
Total Conn. Load:
Total Est. Demand:
66.26 kVA
54.75 kVA
183.92 A
151.97 A
IF ALTERNATE IS ACCEPTED,
CIRCUITS 2,4 WILL BE FOR FCU-05, BC-01. PROVIDE 20A 2P BREAKER, WITH 2#12 1#12GND 3/4" CONDUIT. THE LOAD WILL BE 0.88KVA.
CIRCUITS 6,8 WILL BE FOR FCU-04, FCU-02. PROVIDE 20A 2P BREAKER, WITH 3#12 1#12GND 3/4" CONDUIT. THE LOAD WILL BE 0.54KVA.
CIRCUITS 10,12 WILL BE FOR FCU-03, FCU-01. PROVIDE 20A 2P BREAKER, WITH 3#12 1#12GND 3/4" CONDUIT. THE LOAD WILL BE 1.74KVA.
2
Hardeeville
Welcome Center
Replacement
OSE Project Number:
Project Number:
Checked By:
Drawn By:
Date:
Revisions:
Interstate 95,
Jasper County,
SC
P28-9742-PD
14108
BAC
MDA
10/07/15
2 ADD1 10/28/2015
ELECTRICAL
PANEL
SCHEDULES
E-602

Hardeeville Welcome Center Replacement

Transcription

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