THE DEKALB COUNTY BOARD OF EDUCATION
CONSTRUCTION CONTRACT CHANGE ORDER
Osprey Management
Project Name: E.L. Miller ES – Facility Improvements
Project No.: 354-423
Change Order No.: 03
Date: April 3, 2024
Contractor: Centennial Contractors Enterprises
3200 Cobb Galleria Parkway Suite 210
Atlanta, Ga 30339
Phone: 770-613-2999
(the “Contractor”)
Project Description: Facility Conditions Improvements
Reason for Change: Owner Requested Items and Unforeseen Conditions
The Contract for the above-referenced Project is hereby amended to provide for the following described change(s)
upon the terms set forth below:
Scope of Work (for this change):
1. Structural Steel for DOAS Unit = $70,076.31
2. Wall and HVAC modifications for IT room = $22,948.82
3. Replace WSHP condensate lines = $32,953.61
4. Colling Tower Power Requirements = $14,928.62
5. Relocate HVAC piping from corridor 9 to corridor 7 = $6,407.20
6. MDS to HVAC – Existing Circuits = $5,120,61
7. Upgrade Building Gas Regulator = $4,480.42
8. Repave entire front and back parking areas = $186,803.95
9. Cooling Tower Additional Circuits = $3,886.31
10. Carbon Monoxide Detector = $5,946.49
Total Cost = $353,522.34
Contract Amount: Original Contract Price: $6,997,200.00
Previous Change Orders (Nos.): $ 334,633.14
Current Contract Price (with Change(s)): $7,331,833.14
Amount of this Change Order: $ 353,522.34
Revised Contract Price: $7,685,355.48
Contract Time: Original Substantial Completion Date: 7/31/2024
Increase/(Decrease) in calendar days by previous Change Order(s): 0
Increase/(Decrease) in calendar days by this Change Order: 0
Revised Substantial Completion Date: 7/31/2024
Attachments (Incorporated by Reference):
CLAIM IDENTIFICATION OR WAIVER
The Contractor has no claims arising out of or related to the Project for any (i) costs, expenses, profit, overhead, direct
damages, consequential damages or increase in the Contract Price or (ii) delay or impact to the Contractor or the Project
except as identified as follows:
and any and all claims that are not identified hereinabove by the Contractor are hereby waived by the Contractor.
Contractor Change Order (04/2024) 1
Change Order No. 03
E.L. Miller ES
Change Order No. #3 - Breakdown
PCO # Description Owner Request Unforeseen Condition Allowance Errors/Omissions
1 DOAS Structual Steel $70,076.31
2 Furture IT Room $22,948.82
3 Replace condesate drain lines $32,953.61
4 Cooling Tower Power Requirements $14,928.62
5 Relocate pipe from corridor 9 to corridor 7 $6,407.20
6 MDS to HVAC - Existing Circuits $5,120.61
7 Building Gas Regulator Upgrade $4,480.42
8 Repave the entire parking lot $186,803.95
9 Cooling Tower Additional Circuits $3,886.31
10 Carbon Monoxide Detector $5,946.49
Totals $209,752.77 $53,674.03 $70,076.31 $20,049.23 $353,552.34
POTENTIAL CHANGE ORDER (PCO) REQUEST
School Name: E.L. Miller ES Date: December 9, 2023
Project Name: GC Services for EL Miller MSBR Project Number: 354-35
Title: DOAS Structural Steel PCO #: 023
Description of Work:
Per RFI #56 response and associated drawings, structural steel reinforcements are required for the new rooftop equipment to be
installed. DOAS-1 and DOAS-2 weigh approximately 1,792 lbs. DOAS-3 weighs approximately 5,529 lbs. Includes drywall removal and
rebuild in order to place steel at DOAS-1 and DOAS-2 locations.
There is $20,000 allowance for structural steel supports that was added per RFC 1.13, and Revised Attachment I in Addendum 3 which
is utilized in Line F below.
A. Subcontractor Cost of the Work
Structural Steel Erection $ 79,800.00
GA Fire Proofing $ 5,720.00
$ -
$ -
$ -
$ - Subtotal A: $ 85,520.00
B. CONTRACTOR Fee: (As per Section 11.7.1.2) - 5% subcontractor work Subtotal B: $ 4,276.00
C. CONTRACTOR Cost of the Work:
Payroll Costs (See attached supporting documentation.) $ -
Materials and Equipment (See attached supporting documentation.) $ -
Consultant Costs (See attached supporting documentation.) $ -
Self-Performed Costs (See attached supporting documentation.) Subtotal C: $ -
D. P&P Bond - 0.4% of Total Subs Cost of Change Subtotal D: $ 280.31
E. CONTRACTOR Fee: - 10% self performed Subtotal E: $ -
F. CONTRACT ALLOWANCE REDUCTION Subtotal F: $ (20,000.00)
Total = (A + B + C + D + E) Total: $ 70,076.31
The proposal would Increase Decrease the Milestones and/or Contract Time by calendar days.
The proposal does NOT affect the Milestones and/or Contract Time.
Operation Manager December 9, 2023
Contractor Signature Title Date
2nd price - Not Used
PO Box 2775 Covington, GA 30015 Phone: (770)415-1103 Fax: (678)729-8636
DATE: November 13, 2023 Sent via: Email
TO: Centennial Contractors Enterprises, Inc.
Tyler Shelton
RE: E.L. Miller E.S. Roof Rework
Atlanta, Georgia
Thank you for the opportunity to submit this proposal on the above referenced project. Our price is based
on the following scope of work, terms, and conditions.
1.0 SCOPE OF WORK
1.1 Provide all labor, tools, and equipment necessary to fabricate, deliver, and install the
following steel scope of work:
All work is to be done between Saturday, November 18th and Thursday, November
23rd.
DOAS-1:
C8x11.5 Curb Beams
Angle 3x3x1/4 for Curb Frames
Angle 1.5x1.5 for point load stiffeners
JR-1 Joist Repair Protocol:
5/8 A36 Rods Top and Bottom, Left and Right
Angle 1x1x3/16 for diagonals
Angle 2x2x1/4 Stiffeners
Various 3/16 and Plates
DOAS-2:
C8x11.5 Curb Beams
Angle 3x3x1/4 for Curb Frames
Angle 1.5x1.5 for point load stiffeners
JR-1 Joist Repair Protocol:
5/8 A36 Rods Top and Bottom, Left and Right
Angle 1x1x3/16 for diagonals
Angle 2x2x1/4 Stiffeners
Various 3/16 and Plates
DOAS-3:
C8x11.5 Curb Beams
Angle 3x3x1/4 for Curb Frames
Angle 1.5x1.5 for point load stiffeners
JR-1 Joist Repair Protocol:
5/8 A36 Rods Top and Bottom, Left and Right
Angle 1x1x3/16 for diagonals
Angle 2x2x1/4 Stiffeners
Various 3/16 and Plates
Typical Standard Inclusions:
Shop Labor
Std. Shop Primer 1 coat red or gray oxide, UNO
Shop Drawings
Taxes
Freight
Field Labor
Hoisting as necessary
Man-lifts as necessary
Equipment
Tools
Consumables
2.0 FURTHER CLARIFICATIONS
2.1 representative supplying the following: a slab
around the edge of the slab. If the conditions are not met, further costs may incur.
2.2 Our price is based on the scope of work listed in Section 1.0. Anything that is not listed in
our scope of work is excluded from our price and proposal. If any work that is not listed
in our scope is required for us to do, further costs will incur.
2.3 Our price is based on Unlimited Structures, LLC standard wage scale. Prevailing
wage rates are not included in our proposal unless otherwise stated in section 1.0.
2.4 Our price is based on our firm unloading the building and all associated material and
2.5 Our price is based on all building materials being delivered in a timely manner. Any delays
in erection due to delivery of materials, not the fault of Unlimited Structures, LLC. will
result in further costs.
2.6 Our price is based on the project being completed in one mobilization. If Unlimited
Structures, LLC has to demobilize and re-mobilize for any reason not the fault of Unlimited
Structures, LLC further costs may incur.
2.7 Our price does not include the pressure washing, cleaning or painting of the steel.
can only keep the steel as clean as the conditions given to us. Any scratches made during
the unloading or erection of the steel by Unlimited Structures, LLC will be touched up at
no extra cost to the contractor. Any request above and beyond this may incur extra costs.
3.0 SCHEDULE
3.1 Approximately 6 days for installation of all items.
4.0 PRICE
If all of the clarifications and conditions have been met, Unlimited Structures will complete the
Scope of Work listed in section 1.0 for the price of $158,358.00.
4.1 REQUESTED ALTERNATES
None at this time.
4.2 VOLUNTARY ALTERNATES:
None at this time.
5.0 TERMS AND CONDITIONS
5.1 All state, federal, and local taxes are included in this proposal.
5.2 We have not included any allowance for changes or additions not included in the scope of
work outlined in section 1.0 above. Any verbal or written instructions to Unlimited
Structures, LLC to perform any work above and beyond the scope in 1.0 above will be
considered authorization to our firm to perform the requested service at our normal billing
rates.
5.3 Invoicing for this project will be on an agreed upon schedule as determined in the pre-
construction meeting. Invoicing shall reflect the mutually agreed upon percent complete of
the scope of work by Unlimited Structures, LLC and Centennial Contractors
Enterprises, Inc.
5.4 Payments shall be made in with-in 30 days of billing.
5.5 Payment for change orders or additional work not outlined in the scope of work above will
be expected within ten (10) business days upon the completion of the requested work or
the next payment, whichever is first.
5.6
that causes Unlimited Structures, LLC to temporarily stop work, there may be a daily
standby charge. This standby charge may include 8.0 hours pay for each employee,
equipment rental, or a demobilization/remobilization fee.
5.7 This price is subject to possible revision upon the receipt of stamped shop drawings.
5.8 This proposal is based on the following bid documents:
5.8.1 Structural Drawings dated 11/3/23.
5.9
or our subcontractors work. Indemnity of the negligence of others and alleged
infringements are hereby excluded.
5.10 Controlling contractor is to be provide elevation and grid control lines where applicable.
5.11 US will not sign or grant Unconditional Waivers of Liens for blanket waivers, but will
progressively execute the Partial Conditional Waivers of Liens as payments are received.
5.12 US reserves the right to stop work if payments are not received in an agreed upon manner.
5.13 RETAINAGE: 10% until 50% of the project is completed. At 50% of the project
completion, half of the retainage will be released.
5.14 Structural Steel will be erected per AISC code of standard practice. Any deviations are
excluded.
5.15 Full surveys are not included.
5.16 Liquidated damages are not included.
5.17
5.18 Cost of testing and/or 3rd party inspections on jobsite are not included.
5.19 Touch up paint unless damaged by US is not included.
5.20 Finish paint and painting are not included.
5.21 Demolition, patching and /or repairing of existing structures and finish materials are not
included.
5.22 Caulk and caulking are not included.
5.23 Grout and grouting are not included.
5.24 Protection of existing structure (i.e. roof, walls, flooring, etc etc) before, during, or after
erection is not included, unless directed otherwise during pricing.
5.25 Protection of these new materials, furnished under this subcontract, after completion of
installation is not included.
5.26
schedules is not included.
5.27 Installation, removal, repair, and replacement of all fireproofing/sprayed on insulation is
not included.
5.28 Any items not included in the inclusions at the top of this proposal are not included.
5.29
5.30 XCU Limits of Liability Insurance is not included.
5.31 Washing of Delivery Trucks is not included.
5.32 Temporary lighting is not included.
5.33 Light gauge metals are not included.
5.34 Inspections of existing concrete (x-rays) is by others
5.35 Fixes in case of conflict with drilling and hitting existing rebar is not currently included in
our numbers.
5.36 All roofing/flashing/protection of openings/cutting roof openings is by others.
5.37 All roof demo is by others.
5.38 All moving MEP equipment is by others.
5.39 All movement/protection of Owner s equipment/furniture/furnishings is by others.
_______________________________ _______________________________
Unlimited Structures Date Centennial Contractors Ent. Date
Condition was found
in two locations
(DOAS-1 & DOAS-2).
This was priced at
only the DOAS-2
location.
POTENTIAL CHANGE ORDER (PCO) REQUEST
School Name: E.L. Miller ES Date: January 11, 2024
Project Name: GC Services for EL Miller MSBR Project Number: 354-35
Title: Future IT Room PCO #: 025
Description of Work:
Separate room 145.4 and room 145.6 to create a separate IT Room for the DCSD IT rack based off drawings EL Miller IT Room
Revision 4 provided by CDH Architecture. This includes a new ductless split system for Room 145.6, a new gypsum board partition to
deck above, relocating fire suppression is necessary, along with incidental painting and flooring repairs. Reference RFI #49 and
drawings E.L. Miller IT Room Renovations 4 that are attached.
A. Subcontractor Cost of the Work
Conditioned Air Systems $ 10,915.46
Electrical Contractors Incorporated $ 4,460.13
Bobby Taylor Painting $ 1,093.00
Nailed It Contracting $ 3,750.00
Summit Fire Systems $ 1,350.00
AAA Commerical Floors $ 200.00 Subtotal A: $ 21,768.59
B. CONTRACTOR Fee: (As per Section 11.7.1.2) - 5% subcontractor work Subtotal B: $ 1,088.43
C. CONTRACTOR Cost of the Work:
Payroll Costs (See attached supporting documentation.) $ -
Materials and Equipment (See attached suporting documentation.) $ -
Consultant Costs (See attached suporting documentation.) $ -
Self-Performed Costs (See attached suporting documentation.) Subtotal C: $ -
D. P&P Bond - 0.4% of Total Subs Cost of Change Subtotal D: $ 91.80
E. CONTRACTOR Fee: - 10% self performed Subtotal E: $ -
Total = (A + B + C + D + E) Total: $ 22,948.82
The proposal would the Milestones and/or Contract Time by calendar days.
The proposal does NOT affect the Milestones and/or Contract Time.
Asst. PM / Program General Manager January 11, 2024
Contractor Signature Title Date
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A1
A132
P
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2018 by CDH PARTNERS INC.
All rights reserved.
N MULTI-PURPOSE
GYMNASIUM
201
E.L. MILLER ELEMENTARY SCHOOL UPGRADE
GIRLS
TLT. BOYS TLT.
STORAGE OFFICE
203 204
205 202
M 3RD CR 3RD CR 3RD CR
138 137 136 ELECT.
206
WET AREA
135.5
CR /
SPEECH
3RD CR 135.1 3RD CR
L BOYS
919 MARTIN ROAD, STONE MOUNTAIN, GA 30088
139 135
JAN. 135.2
135.4
DEKALB COUNTY SCHOOL DISTRICT
GIRLS
135.3
#354-423
CORRIDOR
6
1ST CR 2ND CR
CORRIDOR
112 113
K 2ND CR
5
114 PARENT
2ND CR CENTER
133 134
WET AREA
111.5
CORRIDOR
WORK DISCOVERY
BOYS
ROOM
4
1ST CR 111.1 OFFICE 2ND CR CR
111 111.4 115 116 118
J TRAN.
GIRLS COOLING
111.2 JAN. TOWER
111.3
CAN TLT.
CORRIDOR ELEC. OFFICE 147.5
KITCHEN ROOM JAN.
3 145.11 MECH. 147.2
147 147.3 147.4
ROOM. COAT RM
TLT. 147.1 147.6
TEACHER 145.8
OFFICE STOR. STOR.
WORKROOM TLT.
145.7 145.10 124.3 STORAGE JANITOR
145.5 145.9 124.2 124.1
H 1ST CR 1ST CR PROV.
FREEZER
STORAGE
COOLER
110
FACILITY CODE NUMBER
109 FACULTY STORAGE DISH 147.7
LOUNGE 146.1 SERVING WASH
146.3 4 146.4 147.8
PRE-K CR
CORRIDOR STORAGE 124
BOYS
644-0181
IT ROOM 146.3
109.1 MEDIA
WET AREA
7
ASSIST. 145.6
CENTER UP
109.5
PRINCIPAL UP
GIRLS 145
CORRIDOR
1ST CR 145.4 EXIST
CORRIDOR
IT RACK
109.2
G 108 WORK STOR.
2
9
ROOM JAN. 145.4A
109.4 109.3 STORAGE STORAGE
PROJECT NO: 20046
123.5 123.3
MATH LAB STORAGE CAFETERIA
SD SD PACKAGE 11/06/2020
145.3 146.4 146
CD CD 30% PKG 12/04/2020
CD CD 30% PKG REV 09/28/2021
CD CD 80% PKG 11/24/2021
BOYS CD PERMIT SET 12/17/2021
146.5
1ST CR 1ST CR GIRLS BOYS 4TH CR SP ED CR
F NEW INTERIOR STOREFRONT UTILIZING NEW
UP
PRE-K CR
123.2 123.1
4TH CR
130 132
106 107 IMPACT STOREFRONT WITH UL752
UP 123 126
JAN. CLASS III BULLET RESISTANT GLAZING SYSTEM UP
CONFERENCE TEACHER TEACHER
146.7
TO 7'-0" HIGH. ALL TRANSOMS ABOVE 7'-0" HIGH TO
OF GEOR
ROOM WORKROOM
GIRLS
RECEIVE NEW INTRUSION RESISTANT FILM APPLIED TO
BOTH SIDES OF GLASS WITH FRAME ANCHORAGE
WORKROOM
ATE G
145.1 145.2 146.2 JAN. T
IA
SYSTEM.
S
146.6 123.4
MELISSA ANNE
CORRIDOR ELEC. CORRIDOR ELEC. NOT ISSUED FOR
CANTRELL
CORRIDOR 10 131.3 CONSTRUCTION
8 121.2
CE
1
4
58
TI
R
JAN. MAIL / FIC 10
GIRLS TLT. EG AT E N O . 0 T
R
105.3 148.7 COPY EAGLE IST EC
105.2 24'-0" JANITOR E R E D A R C HIT
ROOM
TLT. BUCKS
COMPUTER 148.5 131.2
120.2 ART CR MOID.
E K CR LAB 148.6
BOYS CLINIC 5TH CR 5TH CR 5TH CR STORAGE 5TH CR 125 131
105 101 TLT. VAULT MAIN
105.1 105.4 BULLET RESISTANT
119 120 121 121.1 122 MAINT.
148.4 148.3 OFFICE TRANSACTION WINDOW
SECURITY VESTIBULE 131.1
148
100
STORAGE
120.1 CORRIDOR
WET AREA PRINCIPAL OFFICE 11
12-04-2023
105.5 148.2 148.1
REPLACE EXISTING EXTERIOR
STOREFRONT WITH NEW SYSTEM UTILIZING POETRY /
NEW HIGH IMPACT STOREFRONT WITH UL752
CR 4TH CR 4TH CR
D K CR K CR K CR
CLASS III BULLET RESISTANT GLAZING SYSTEM UP
TO 7'-0" HIGH. ALL TRANSOMS ABOVE 7'-0" HIGH TO 127 128 129
RECEIVE NEW INTRUSION RESISTANT FILM APPLIED TO
104 103 102 EXISTING WINDOW TO RECEIVE NEW BOTH SIDES OF GLASS WITH FRAME ANCHORAGE
INTRUSION RESISTANT FILM APPLIED TO SYSTEM.
BOTH SIDES OF THE GLASS WITH FRAME
ANCHORAGE SYSTEM
A6
A131
A1
C A130
4 Rev 6 IT Room
KEY PLAN N SHEET TITLE
B BUILDING#
2020
FLOOR PLANS
BUILDING#
2011
A BUILDING # 2010
SHEET NUMBER
11/28/2023 2:55:01 PM
A1 LEVEL 100 - OVERALL PLAN
A100 1/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A100
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
KEYNOTE LEGEND
085653.B01 FIXED, TRANSACTION SECURITY WINDOW
P
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2018 by CDH PARTNERS INC.
All rights reserved.
N
E.L. MILLER ELEMENTARY SCHOOL UPGRADE
CORRIDOR
3
ELEC.
145.11
M TLT.
TB12 145.8
A6.4
TEACHER
WORKROOM OFFICE
TLT.
145.5 145.7
145.9
M8
1ST CR 1ST CR
M12
110 109
L
919 MARTIN ROAD, STONE MOUNTAIN, GA 30088
FACULTY
A6.4 LOUNGE
146.3
DEKALB COUNTY SCHOOL DISTRICT
4
CENTER NEW
WALL ON A6.4
COLUMN
5'-0"
#354-423
A6.4 110 109 EXISTING DUCTLESS
TB12 SPLIT UNIT
TB12 ALIGN
CENTER NEW BOYS
K WALL ON
COLUMN
TB6
109.1
A6.4
SB
IT ROOM
A601 A12
145.6 CORRIDOR
MEDIA ASSIST. 7
A6.4
CENTER PRINCIPAL
WET AREA 145 145.4 EXIST.
109.5 GIRLS IT RACK
1ST CR 109.2
108
M12 WORK
ROOM STOR.
JAN.
109.4 145.4A
J NEW
109.3
DF
CORRIDOR
2 MATH LAB
145.3 STORAGE
A6.4
108 146.4
TB12 ALIGN
TB12
5'-0"
106 107
CENTER NEW NEW
H WALL ON A6.4
BOYS DF
COLUMN B
FACILITY CODE NUMBER
146.5
A6.4 A6.4
NEW INTERIOR STOREFRONT
UTILIZING NEW IMPACT
STOREFRONT WITH UL752
1ST CR 1ST CR CLASS III BULLET RESISTANT
106 107 GLAZING SYSTEM UP TO 7'-0"
644-0181
M12 HIGH. ALL TRANSOMS ABOVE
TB12 7'-0" HIGH TO RECEIVE NEW
JAN. INTRUSION RESISTANT FILM
146.7 APPLIED TO BOTH SIDES OF
CONFERENCE TEACHER
GLASS WITH FRAME
G ROOM WORKROOM
ANCHORAGE SYSTEM. -
145.1 145.2
GIRLS PROJECT NO: 20046
146.6
SD SD PACKAGE 11/06/2020
CD CD 30% PKG 12/04/2020
CD CD 30% PKG REV 09/28/2021
REMOVE AND REPLACE SEALANT CORRIDOR CD CD 80% PKG 11/24/2021
IN ALL EXPANSION JOINTS IN ENTIRE CORRIDOR
BUILDING - TYPICAL 8 CD PERMIT SET 12/17/2021
1
F
TLT. 24'-0"
GIRLS 148.7 OF GEOR
LOBBY ATE G
105.2 MAIL / T
IA
S
COPY 100.1
JAN.
105.3 ROOM MELISSA ANNE
NOT ISSUED FOR
148.5 CANTRELL
CONSTRUCTION
TLT.
CE
4
58
COMPUTER 148.6 100A 100B TI
R
FIC 10
K CR LAB EG AT E N O . 0 T
BOYS
R
IST EC
105 101 E R E D A R C HIT
105.1 CLINIC VAULT
105.4 TLT. MAIN 085653.B01
148.3
13'-0"
E 148.4 OFFICE A SECURITY VESTIBULE
148
100
ALIGN
ALIGN A6.4
A6.4
M12 TB12 PLAN NOTES
105 1. NEW DRINKING FOUNTAINS SHALL BE PLACE IN
NEW
12-04-2023
TB6 EXACT LOCATIONS AS OLD ONES THAT ARE
6-08-2022
DF PRINCIPAL
M12 REMOVED. SEE ENGINEERING DISCIPLINES
A6 102 148.2
5'-0" FOR PLUMBING AND ELECTRICAL REQUIREMENTS
OFFICE
A6.4 WET AREA
A601 148.1
105.5 A6.4 A6.4
D B
104 103 VISUAL DISPLAY BOARD LEGEND
CENTER
SB M12 ON COLUMN B
A6.4 SEE SPEC SECTION 10 1100 FOR MORE INFO.
CENTER
REPLACE EXISTING EXTERIOR
ON COLUMN STOREFRONT WITH NEW SYSTEM UTILIZING MARKERBOARDS
NEW HIGH IMPACT STOREFRONT WITH UL752
CLASS III BULLET RESISTANT GLAZING SYSTEM UP M8 8' WIDE X 4' HIGH MARKERBOARD
K CR K CR K CR TO 7'-0" HIGH. ALL TRANSOMS ABOVE 7'-0" HIGH TO
RECEIVE NEW INTRUSION RESISTANT FILM APPLIED TO M12 12' WIDE X 4' HIGH MARKERBOARD
104 103 102
M12 M12 BOTH SIDES OF GLASS WITH FRAME ANCHORAGE
TB12 TB12
SYSTEM. - PROVIDE WEATHER STRIPPING AT DOORS TACKBOARDS
C
TB6 6' WIDE X 4' HIGH TACKBOARD
B ADDENDUM NO. 2
TB12 12' WIDE X 4' HIGH TACKBOARD
4 Rev 6 IT Room
A6.4 A6.4 SMARTBOARDS
SB OWNER-PROVIDED SMARTBOARD.
GC TO PROVIDE BLOCKING.
COORDINATE WITH ELECTRICAL.
KEY PLAN N SHEET TITLE
B BUILDING#
2020
ENLARGED
PLANS
BUILDING#
2011
A BUILDING # 2010
SHEET NUMBER
11/28/2023 3:05:48 PM
1 2 3 4 5
A6 LEVEL 100 - PART 2
A131 1/8" = 1'-0"
6
A1/ A100
7 8 9 10 11 12 13 14 15 16 17
A131
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
REFLECTED CEILING PLAN LEGEND
RECESSED DOWNLIGHT
P
2' x 4' LAY-IN LIGHT FIXTURE
2' x 2' LAY-IN LIGHT FIXTURE
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
STRIP FIXTURE
770.423.0016
www.cdhpartners.com
HVAC RETURN OR EXHAUST FAN COPYRIGHT © 2018 by CDH PARTNERS INC.
All rights reserved.
N
A6
HVAC SUPPLY AIR DIFFUSER
E.L. MILLER ELEMENTARY SCHOOL UPGRADE
A432
GENERAL NOTES
EXISTING GYPSUM BOARD CEILING SYSTEM
TO REMAIN U.N.O. PATCH AS REQUIRED
M (PAINT TO MATCH EXISTING)
REMOVE AND REPLACE EXISTING 2X2
OR 2X4 ACOUSTICAL LAY IN CEILING
SYSTEM - TYPE A1 - USE SAME SIZE AND
TYPE AS EXISTING ACT
REMOVE AND REPLACE EXISTING 2X4
ACOUSTICAL LAY IN CEILING SYSTEM -
TYPE A2 (CLEAN ROOM VINYL)- PROVIDE 18"
MIN. STAINLESS STEEL CEILING PANELS
AROUND ENTIRE KITCHEN HOOD
L
919 MARTIN ROAD, STONE MOUNTAIN, GA 30088
DEKALB COUNTY SCHOOL DISTRICT
NOTE: EXISTING CEILINGS SHALL REMAIN IN AREAS
WITH NO HATCH PATTERN. COORDINATE WITH
NOTE "I" BELOW.
#354-423
GENERAL RCP NOTES
K
REFLECTED CEILING PLANS MAY NOT SHOW FULL
EXTENT OF LIGHTING , MECHANICAL PENETRATIONS OR
REQUIRED ACCESS PANELS. REFER TO ENGINEERING
DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING GYPSUM BOARD CEILING SYSTEM TO REMAIN
U.N.O. PATCH AS REQUIRED (PAINT TO MATCH
EXISTING)
A.
B. ALL LIGHT FIXTURES, DIFFUSER, SPRINKLER
HEADS, ETC. IN ACOUSTICAL LAY-IN CEILING S
SHALL BE LOCATED IN THE CENTER OF THE
A6 CEILING, UNLESS NOTED OTHERWISE.
J A431
C. ALL SPRINKLER HEADS IN GYP. BD. CEILING
SHALL BE CONCEALED SPRINKLER HEADS.
SPRINKLER HEAD COVERS TO MATCH COLOR OF
ADJACENT SURFACE.
D. REFER TO E001 FOR LIGHT FIXTURE TYPES.
E. ALL MECH. AND PLUMBING PIPING AND
EQUIPMENT TO BE INSTALLED WITHIN THE BAR
JOIST WHERE POSSIBLE.
A. REFLECTED CEILING PLANS DO NOT SHOW FULL
H EXTENT OF LIGHTING , MECHANICAL PENETRATIONS OR
FACILITY CODE NUMBER
REQUIRED ACCESS PANELS. REFER TO ENGINEERING
DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION.
B. FOR NEW CEILINGS, ALL LIGHT FIXTURES, DIFFUSER,
SPRINKLER HEADS, ETC. IN ACOUSTICAL LAY-IN
CEILINGS SHALL BE LOCATED IN THE CENTER OF THE
CEILING TILE, UNLESS NOTED OTHERWISE. IN EXISTING
644-0181
4 AREAS, THE CONTRACTOR SHALL PLAN TO PLACE ALL
EXISTING CEILING MOUNTED EQUIPMENT AND DEVICES
IN THEIR EXISTING LOCATIONS TO MINIMIZE THE NEED
FOR MODIFICATIONS.
G C. SOME EXISTING ACOUSTICAL & GYPSUM CEILINGS
WILL BE REPLACED AS A RESULT OF THE MECHANICAL
SCOPE (SEE RCP). ALL NEW CEILINGS SHALL MATCH PROJECT NO: 20046
THE HEIGHT AND CONFIGURATION OF THE EXISTING
CEILINGS UNLESS NOTED OTHERWISE (SEE NOTE 'D' SD SD PACKAGE 11/06/2020
BELOW). FIELD VERIFY THAT HEIGHTS SHOWN MATCH CD CD 30% PKG 12/04/2020
EXISTING. CONTRACTOR SHALL FIELD VERIFY ALL
CD CD 30% PKG REV 09/28/2021
EXISTING CEILING TYPES AND NOTIFY THE ARCHITECT IF
THERE IS ANY DISCREPANCY. CD CD 80% PKG 11/24/2021
CD PERMIT SET 12/17/2021
D. NEW CEILING PERIMETER ANGLES SHALL BE
INSTALLED LEVEL. POSITION THESE ANGLES SO THAT
F THERE WILL NOT BE A NEED TO TOUCH UP THE
EXISTING PAINT. IF THE EXISTING CEILING IS NOT LEVEL,
THIS MAY REQUIRE PLACING THE NEW CEILING OF GEOR
SLIGHTLY LOWER THAN THE EXISTING CEILING. ATE G
T
IA
S
E. THE CONTRACTOR SHALL COORDINATE THE
RELOCATION OF ANY EXISTING CEILING OR WALL MELISSA ANNE
NOT ISSUED FOR
MOUNTED EQUIPMENT THAT WILL BE AFFECTED BY CANTRELL
CONSTRUCTION
CEILINGS THAT ARE INSTALLED AT A LOWER HEIGHT
CE
4
THAN THE EXISTING CEILING.
58
TI
R
FIC 10
EG AT E N O . 0 T
R
F. ALL EXISTING CEILING MOUNTED EQUIPMENT IST EC
E R E D A R C HIT
INCLUDING BUT NOT LIMITED TO LIGHTING, DIFFUSERS,
SMOKE DETECTORS, & SPEAKERS SHALL BE
E TEMPORARILY SUSPENDED FROM THE STRUCTURE
UNTIL THEY ARE REINSTALLED IN THE NEW CEILINGS.
THE CONTRACTOR SHALL CLEAN ALL SUCH EQUIPMENT
PRIOR TO REINSTALLATION (TYP).
G. SEE ELECTRICAL DRAWINGS REGARDING THE
SUPPORT OF EXISTING LIGHTING IN NEW CEILINGS.
12-04-2023
H. PROVIDE CEILING ACCESS WHERE EXISTING ACCESS
IS CURRENTLY PROVIDED AND AT ALL HARD CEILINGS
WHERE MAINTENANCE IS REQUIRED FOR BALL VALVES,
ELECTRICAL DISCONNECTS, SMOKE DETECTORS, AND
ANY OTHER ABOVE CEILING EQUIPMENT (TYP).
D
I. WHERE WORK IS REQUIRED ABOVE EXISTING
CEILINGS SHOWN TO REMAIN, THE CONTRACTOR SHALL
WORK THROUGH THE EXISTING CEILING GRID TAKING
CARE NOT TO BEND CEILING GRID OR BREAK CEILING
TILES.
J. REFER TO ENGINEERING DISCIPLINES FOR
ADDITIONAL CEILING NOTES
K. SEE ALLOWANCES FOR MODIFICATIONS TO THE
EXISTING SPRINKLER SYSTEM.
A1
L. COORDINATE WITH THE LOCAL FIRE MARSHAL
C A430
REGARDING ABOVE CEILING INSPECTIONS PRIOR TO
COVER UP.
4 Rev 6 IT Room
KEY PLAN N SHEET TITLE
B BUILDING#
2020
REFLECTED
CEILING PLAN
BUILDING#
2011
A BUILDING # 2010
SHEET NUMBER
11/28/2023 2:54:15 PM
A1 REFLECTED CEILING PLAN - OVERALL PLAN
A400 1/16" = 1'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A400
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
JAN.
111.3
GIRLS
P 111.2
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
CORRIDOR 770.423.0016
3 www.cdhpartners.com
COPYRIGHT © 2018 by CDH PARTNERS INC.
All rights reserved.
N ELEC.
145.11 TLT.
E.L. MILLER ELEMENTARY SCHOOL UPGRADE
TEACHER WORKROOM OFFICE 145.8
145.5 145.7 MECH. ROOM.
147.1
TLT.
STOR. 145.9
1ST CR 1ST CR 145.10
110 109
M STORAGE
146.1
FACULTY LOUNGE
146.3
4
REMOVE GRID AND ACT
BOYS TO INSTALL WALL AND
PUT GRID AND ACT BACK
109.1
L
919 MARTIN ROAD, STONE MOUNTAIN, GA 30088
DEKALB COUNTY SCHOOL DISTRICT
GIRLS CORRIDOR
IT ROOM
#354-423
109.2 ASSIST. PRINCIPAL 7
145.6
1ST CR WET AREA 145.4
108 109.5
MEDIA CENTER
STOR.
145
145.4A
K WORK ROOM
109.4
JAN.
109.3 MATH LAB STORAGE
145.3 146.4
CORRIDOR
2
J
BOYS
146.5
1ST CR 1ST CR
106 107
CONFERENCE ROOM TEACHER WORKROOM
145.1 145.2 JAN.
146.7
H
FACILITY CODE NUMBER
GIRLS
146.6
644-0181
CORRIDOR
1
G GIRLS MAIL / COPY ROOM
105.2 148.5 LOBBY
TLT. 100.1 PROJECT NO: 20046
JAN.
148.7 SD SD PACKAGE 11/06/2020
105.3
CD CD 30% PKG 12/04/2020
MAIN OFFICE
COMPUTER LAB CD CD 30% PKG REV 09/28/2021
148
101 TLT. CD CD 80% PKG 11/24/2021
CD PERMIT SET 12/17/2021
148.6
K CR
105 BOYS CLINIC
F 105.1 105.4
VAULT
148.3
TLT.
148.4 OF GEOR
ATE G
T
IA
SECURITY VESTIBULE
S
100 MELISSA ANNE
PRINCIPAL NOT ISSUED FOR
CANTRELL
CONSTRUCTION
148.2
OFFICE
CE
4
58
WET AREA TI
R
148.1 FIC 10
EG AT E N O . 0 T
R
105.5 IST EC
E R E D A R C HIT
E
K CR K CR K CR
12-04-2023
104 103 102
D
C
4 Rev 6 IT Room
KEY PLAN N SHEET TITLE
B BUILDING#
2020
REFLECTED
CEILING PLAN -
PART 2
BUILDING#
2011
A BUILDING # 2010
SHEET NUMBER
11/28/2023 2:54:47 PM
A6 REFLECTED CEILING PLAN - PART 2
1 2 3 4 5
A431 1/8" = 1'-0"
6
A1/ A400
7 8 9 10 11 12 13 14 15 16 17
A431
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
P
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2018 by CDH PARTNERS INC.
All rights reserved.
N
E.L. MILLER ELEMENTARY SCHOOL UPGRADE
CORRIDOR
3
ELEC.
145.11
M TLT.
P-5 145.8
TEACHER P-1
WORKROOM OFFICE
CPT-1 TLT.
145.5 145.7
CPT-1 RB-1 145.9
1ST CR 1ST CR
RB-1
110 109
P-1 P-1
P-7
EX-1 EX-1
L RB-1 RB-1
919 MARTIN ROAD, STONE MOUNTAIN, GA 30088
FACULTY
LOUNGE
CG-1 146.3
DEKALB COUNTY SCHOOL DISTRICT
4
#354-423
CPT TO
REMAIN
BOYS
K 109.1
WET AREA ASSIST. IT ROOM
PRINCIPAL 145.6 CORRIDOR
109.5
MEDIA 145.4 7
CENTER
PP-1 145
1ST CR VCT-2 GIRLS P-1
108 RB-1 109.2 CPT-1
RB-1
P-5
WORK CPT-1
P-1
ROOM RB-1 PAINT WALL (BOTH STOR.
EX-1 JAN. SIDES) P-1 TO MATCH
109.4 EXISTING WALLS 145.4A
J RB-1 109.3
CORRIDOR
2 MATH LAB
145.3 STORAGE
146.4
H BOYS
CG-1
FACILITY CODE NUMBER
146.5
1ST CR 1ST CR
106 107
P-7
644-0181
P-1 P-1
CPT-1
EX-1 EX-1 JAN.
RB-1
RB-1 RB-1 146.7
CONFERENCE P-1 TEACHER
ROOM WORKROOM
G 145.1
CPT-1
145.2
RB-1
P-5 GIRLS PROJECT NO: 20046
146.6
SD SD PACKAGE 11/06/2020
CD CD 30% PKG REV 09/28/2021
CORRIDOR CD CD 80% PKG
CORRIDOR 11/24/2021
8
CD PERMIT SET 12/17/2021
1
F
TLT.
148.7
GIRLS OF GEOR
105.2 LOBBY ATE G
MAIL / T
IA
100.1
S
JAN. COPY
105.3 ROOM MELISSA ANNE
148.5 NOT ISSUED FOR
COMPUTER CANTRELL
CONSTRUCTION
K CR LAB TLT.
CE
4
105 148.6
58
101 TI
R
FIC 10
BOYS EG AT E N O . 0 T
R
MAIN IST EC
105.1 E R E D A R C HIT
P-1 CLINIC P-1 VAULT OFFICE
105.4 TLT.
EX-1 VCT-1 148.3 148
E RB-1 RB-1
148.4
SECURITY VESTIBULE
P-1
ADD
CPT-2 ALTERNATE
100 #1
RB-1
VCT-1
P-5 RB-1
P-5
PRINCIPAL
12-04-2023
148.2 OFFICE
PP-1 148.1
WET AREA
105.5 VCT-2
CPT-1
RB-1
D RB-1 CPT-1
RB-1
CG-1
K CR K CR K CR
104 103 102
P-1 P-1 P-1
EX-1 EX-1 EX-1
INTERIOR FINISH PLAN SYMBOLS
C RB-1 RB-1 RB-1
WALL FINISH
FLOOR FINISH FINISH NOTE
--
-- WALL BASE
4 Rev 6 IT Room
P-5
FLOOR FINISH
P-7 P-7
TRANSITION
ACCENT WALLS
MATERIAL
CORNER GUARD DIRECTION
KEY PLAN N SHEET TITLE
B BUILDING#
2020
FINISH PLANS
BUILDING#
2011
A BUILDING # 2010
SHEET NUMBER
11/28/2023 3:06:28 PM
1 2 3 4 5
A6 LEVEL 100 - PART 2
A731 1/8" = 1'-0"
6 7 8 9 10 11 12 13 14 15 16 17
A731
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP ENGINEERS
P NBP Engineers, Inc.
CONSULTANTS
316 CORPORATE PARKWAY
MACON, GEORGIA 31210
478-745-1691 www.nbpengineers.com
3330 Cumberland Blvd. SE
Suite 100
Atlanta, GA 30339
770.423.0016
www.cdhpartners.com
PACKAGED DEDICATED OUTSIDE AIR UNIT SCHEDULE GRILLE SCHEDULE COPYRIGHT © 2020 by CDH PARTNERS INC.
All rights reserved.
N COOLING COIL HOT GAS REHEAT ELECTRIC HEAT NECK
APPROX. 1
TOTAL MAX. ENTERING AIR LEAVING AIR UNIT MARK TYPE TITUS FACE NECK FINISH VOLUME REMARKS
TOTAL EXT. S.P. MAX COIL TOTAL TOTAL RUNOUT
MARK SUPPLY MOTOR REMARKS DAMPER
FACE VEL. SENSIBLE COIL MIN. COIL LAT DB
S.P. (IN. H
2O) KW
DB WB DB WB MBH A RLF TMS 24"x24" 8"{ OFFWHITE NO 8"{
CFM HP (FPM) MBH MBH ROWS ( F)
(IN. H
2O) ( F) ( F) ( F) ( F)
LLER ELEMENTARY SCHOOL UPGRADE
DOAS-1 2100 1 1.4 1.0 170 107 189 95 76 48.9 48.8 6 71.3 40 80.3
DOAS-2 2100 1 1.4 1.0 170 107 189 95 76 48.9 48.8 6 71.3 40 80.3
DOAS-3 8400 6 1 0.75 1.6 640 800 95 76 50.8 50.7 6 203 73.2 NOTES:
1 RUNOUT SIZE UNLESS OTHERWISE NOTED.
NOTES:
M
1 3 SA FANS AT 2 HP EA.
FAN SCHEDULE
WATER SOURCE HEAT PUMP SCHEDULE
S.P. MIN. MAX. MAX. MOTOR
COOLING LAYOUT MARK TYPE CFM REMARKS
IN W.G. FAN DIA. RPM DRIVE HP
T.S.
L AIRFLOW ESP GTH SHC LAT LAT WATER P.D. MIN. MIN. PIPE (IN)
MARK GPM
CFM IN W.G. MBH MBH DB WB FT. WATER EER HEATING RUNOUT CARRIER
N,GA 30088
KEF-1 REF 8400 1.4 30 785 6265 DIRECT 5
COP SIZE (IN)
CT
WSHP- 1 - 39 1000 0.5 35.0 25.4 56.5 55.5 8.3 11 14.3 4.7 1‚ 50PCH036
STRI
423
NOTES:
N ROAD,STONE MOUNTAI
DEKALB COUNTY SCHOOL DI
A CAPACITIES BASED ON 85 F EWT, 95 F LWT, 75 F EADB, 64 F EAWB.
#354-
K
ELECTRIC UNIT HEATER SCHEDULE
PUMP SCHEDULE MARK SPACE
TOTAL
VOLT/PHASE REMARKS
KW
DYNAMIC MIN. MAX. MANUFACTURERS
MIN.
MARK SERVICE TYPE GPM SHUT OFF RPM REMARKS
FT. H O HEAD HP EFF.% B&G PATTERSON TACO EUH-1 MECH. RM. 10 460/3
2
919 MARTI
CWP-1 CONDENSER WATER ES 330 100 110 1,750 20 70.8 3GB 4x3x11 4x3x11
CWP-2 CONDENSER WATER ES 330 100 110 1,750 20 70.8 3GB 4x3x11 4x3x11
TP-1 TOWER PUMP ES 350 55 60 1,750 7.5 76 3BD 4x3x9.5 4x3x9.5
J
BP-1 BOILER PUMP VIL 80 65 70 1,750 5 51 2x2x9.5C 2x2x9.5 2x2x9.5
BP-2 BOILER PUMP VIL 80 65 70 1,750 5 51 2x2x9.5C 2x2x9.5 2x2x9.5
DUCTLESS SPLIT SYSTEM SCHEDULE 208V/1 PH
INDOOR OUTDOOR MIN. REVERSE
MIN. CARRIER MODEL
UNIT UNIT COOLING CYCLE
SEER
MARK MARK MBH MBH INDOOR OUTDOOR
DAC-1 DCU-1 24 24 20 40MBCQ24 38MHRC24A
HEAT EXCHANGER SCHEDULE PLATE & FRAME
DAC-2 DCU-2 24 24 20 40MBCQ24 38MHRC24A
CAPACITY HOT SIDE COLD SIDE DAC-3 DCU-3 24 24 20 40MBCQ24 38MHRC24A
MARK TYPE REMARKS
MBH P.D. (PSI) GPM EWT LWT P.D. (PSI) GPM EWT LWT DAC-4 DCU-4 24 24 20 40MBCQ24 38MHRC24A
H
L.MI
HTX-1 PF 1620 10 325 95 85 10 350 82 92 4 DAC-5 DCU-5 24 24 20 40MBCQ24 38MHRC24A
CONDENSING HOT WATER BOILER SCHEDULE KITCHEN HOOD SCHEDULE
E.
SUPPLY AIR EXHAUST AIR HOOD DIMENSIONS (INCHES)
BOILER MIN.
MARK MAX. CFM MAX. S.P. MAX. CFM MAX. S.P. LENGTH WIDTH HEIGHT
MARK INPUT OUTPUT MIN. OPERATING GPM VOLT/PHASE REMARKS
MBH MBH EFFICIENCY PRESSURE KH-1 6720 0.09 8400 0.66 144 108 24
G
BLR-1 1250 1 181 96.2% 45 80 120/1 NOTES:
PROJECT NO: 20046
1 INCLUDING FILTERS.
SD SD PACKAGE 11/06/2020
CD CD 30% PKG 12/04/2020
CD CD 30% PKG REV 09/28/2021
CD CD 80% PKG 11/24/2021
CD PERMIT SET 12/17/2021
COOLING TOWER SCHEDULE CD CD 100% PKG 01/17/2022
F
AMBIENT
GPM EWT LWT W.B. MAX
MARK REMARKS
( F) ( F) ( F) MOTOR HP
CT-1 350 92 82 78 15
NBP Engineers, Inc.
E COA#PEF000774
COA Expiration: 6.30.2022
2023
04-
12-
D
C
T ROOM
REV 6 I
4
SHEET TITLE
B
SCHEDULES -
HVAC
A SHEET NUMBER
31 PM
00:
2020 3:
M002
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP
ENGINEERS
NE;SEE SHEET M201
P NBP Engineers, Inc.
CONSULTANTS
316 CORPORATE PARKWAY
MACON, GEORGIA 31210
ON
478-745-1691 www.nbpengineers.com
NUATI
3330 Cumberland Blvd. SE
FOR CONTI
Suite 100
Atlanta, GA 30339
MATCHLI
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2020 by CDH PARTNERS INC.
All rights reserved.
N
GIRLS
T 4 111.2 T 4 T 4 T 4
MATCHLINE; SEE SHEETM203
LLER ELEMENTARY SCHOOL UPGRADE
FOR CONTINUATION 3 CD CD
3 3 10"{ WSHP-29 2 3
3" 6 CORRIDOR MECH.
24/24
HPS 3 ROOM.
2 WSHP-27 WSHP-26 2 2 WSHP-28 CD ELEC. CD
HPR 147.1
6 HPS 145.11 HPS
HPR HPR
M
CD
TLT.
3" EF-4 4"
145.8
18/16
HWR
TEACHER
HWS
WORKROOM
145.5 30/16 8
8/5 18/16 OFFICE CD TO HPS
145.7 P-TRAP
TLT. HPR
1ST CR EF-4 4
1ST CR 145.9
109
110
3
10/10 18/10
8/12 12/12 16/12 16/16 18/16
20
/
8/8
10/10 18/10
6
8/1
HWR
1
3
6
1
L
CD
STORAGE
FACULTY
146.1
4
N,GA 30088
HWS
LOUNGE
5 146.3
1
CT
6
T
20/1
4 1 12/12 EXHAUST
STRI
110| 110| T WSHP-24 2
8/4
423
WSHP-25 HOOD ON ROOF
A 2 A
N ROAD,STONE MOUNTAI
DEKALB COUNTY SCHOOL DI
0/4
1
BOYS 10/8 7
6/6
#354-
DAC-5
109.1
16/16 UP
K 10"{ 6
TO EF-1
8
20/1
T
ON ROOF
CD
IT ROOM
CD
12/7
1 ‚" 145.6
12/6
110| MEDIA
CENTER
CAP CORRIDOR
A ASSIST.
145 DUCT 7
8/4 PRINCIPAL
CD GIRLS
WET AREA
1ST CR 145.4
4
919 MARTI
109.2
8/
109.5
10/10 18/10 6
8
20/1
108
HPS
3 4
8/3 B EF-4
STOR.
JAN. 14/10
HPR
WORK 145.4A
0"{
J 4 ROOM
109.3
1
109.4
10/6
0/6
2 MATH LAB STORAGE
20/20
2"
10/8 CORRIDOR 145.3 146.4
1
WSHP-23 1 •" 2
1 T
CD
8/4
32/20
0/8
HWS
A 2
1
A
CD
110| WSHP-22 110|
HWR
BOYS
WSHP-21 2
H
6/20
146.5
4 T
L.MI
20/20
1
1
1 AHU-3
T
CD TO
4
P-TRAP 1‚"
CU-3
3
3 ON ROOF
10/10 18/10 10/10 18/10
E.
1 •"
8/12 14/12 16/12 16/16 16/20
1ST CR 1ST CR 16/16 UP
106 107 14/7 JAN.
30/16 TO EF-3
16/8 8/4 146.7
CONFERENCE TEACHER ON ROOF
G ROOM WORKROOM
2/6
32/20
0/6
0/8
145.1 145.2
1
1
16/8 16/20 GIRLS PROJECT NO: 20046
1
6/6 146.6
SD SD PACKAGE 11/06/2020
2•" CD
CD CD 30% PKG 12/04/2020
HPS HPS
0
2/1
HPR 10/4 10/6 10/8 10/8 HPR CD CD 30% PKG REV 09/28/2021
3 WSHP-20 WSHP-16 3 3 HWR
1
6 HWS
2" A 105|
CD CD 80% PKG 11/24/2021
6
CORRIDOR
2 2 12/12 EXHAUST 3"
2
CD PERMIT SET 12/17/2021
8/1
1
HOOD ON ROOF CD CD 100% PKG 01/17/2022
1
CD FCU-1 WSHP-15
F CD 2 3
0
8/1
T 1 T TLT. 4 LOBBY 1 T
4
0/8
GIRLS 10/8 MAIL / A
2" 4 4
1
148.7 100.1
0
EF-4
8/1
105.2 1 COPY
1
0/8
A 105|
CD
A ROOM CU-2
100| 100|
1
1
JAN.
148.5 ON ROOF
2/6
2
8/1
105.3
1
1
0
K CR
0/1
COMPUTER EF-4
TLT.
105 BOYS
0
CLINIC
1
0/1
LAB 148.6
16/16 UP TO
105.1 105.4 101
1
EF-1 ON ROOF 8/3 VAULT
HPS
148.3
EF-4 MAIN NBP Engineers, Inc.
E TLT. OFFICE COA#PEF000774
8/4 COA Expiration: 6.30.2022
148
2/6
148.4
HPR
1
SECURITY VESTIBULE
CD
T 1
8/4 100
A 100|
2
0/1
CD TO
2023
P-TRAP 1 •"
1
10"{ PRINCIPAL
04-
148.2
8/4
2 HPS 2
1
12-
HPR
CD
NE;SEE SHEET M201
CD
WSHP-19 WET AREAWSHP-18 2 24/24 T WSHP-17
18/18 105.5 OAIH
D OFFICE
OA1H 6
148.1
3
ON
1 T T
3 3
NUATI
0
0
0
8/1
8/1
8/1
4 1 4
4 A
1
1
A 100| 100| 1
FOR CONTI
MATCHLI
K CR
NOTES:(THIS SHEET ONLY)
K CR
103 K CR 1 NEW THERMOSTAT.
104
102
0
0
0
0/1
0/1
0/1
C 2 NEW WSHP.
1
1
1
3 CONNECT 22/12 SA DUCT WITH INSULATION TO EXISTING.
T ROOM
4 30/18 RA DUCT WITH INSULATION.
REV 6 I
5 •" FLOW INDICATOR BALANCER; SET AT 0.5 GPM.
6 10"{ UP THRU EXISTING ROOF OPENING.
4
4
7 ROUTE RL/RS PIPING UP TO ROOF THRU EXISTING ROOF PENETRATION. SHEET TITLE
B KEY PLAN
GYM
8 PUMP CONDENSATE TO HUB DRAIN. N LEVEL 1 -
PART 2 -
NEW WORK -
LINE LEGEND
LEVEL 1 - PART 2 - NEW WORK - HVAC 3 HVAC
1 1 POINT OF CONNECTION
SCALE: = 1'-0
8
8 0 4 8 16
A EXISTING TO REMAIN SHEET NUMBER
2 1
31 PM
00:
NEW WORK
2020 3:
M202
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP
ENGINEERS
NE;SEE SHEET M204
P NBP Engineers, Inc.
CONSULTANTS
316 CORPORATE PARKWAY
MACON, GEORGIA 31210
ON
478-745-1691 www.nbpengineers.com
NUATI
3330 Cumberland Blvd. SE
FOR CONTI
Suite 100
Atlanta, GA 30339
MATCHLI
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2020 by CDH PARTNERS INC.
All rights reserved.
N
NOTES:(THIS SHEET ONLY)
1 10"{ DOWN THRU EXISTING ROOF OPENING. MATCHLINE; SEE SHEETM206
LLER ELEMENTARY SCHOOL UPGRADE
FOR CONTINUATION 1
4
2 INSTALL ON EXISTING ROOF SUPPORT. 10"{
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PROJECT NO: 20046
SD SD PACKAGE 11/06/2020
CD CD 30% PKG 12/04/2020
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1
12/12 EXHAUST CD CD 30% PKG REV 09/28/2021
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NE;SEE SHEET M204
D 1
ON
NUATI
FOR CONTI
MATCHLI
C
T ROOM
REV 6 I
4
SHEET TITLE
B KEY PLAN
GYM N LEVEL 2 -
PART 2 -
NEW WORK -
LINE LEGEND
LEVEL 2 - PART 2 - NEW WORK - HVAC 3 HVAC
1 1 POINT OF CONNECTION
SCALE: = 1'-0
8
8 0 4 8 16
A EXISTING TO REMAIN SHEET NUMBER
2 1
31 PM
00:
NEW WORK
2020 3:
M205
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP
ENGINEERS
NE;SEE SHEET MD201
P NBP Engineers, Inc.
CONSULTANTS
316 CORPORATE PARKWAY
MACON, GEORGIA 31210
ON
478-745-1691 www.nbpengineers.com
NUATI
3330 Cumberland Blvd. SE
FOR CONTI
Suite 100
Atlanta, GA 30339
MATCHLI
770.423.0016
www.cdhpartners.com
COPYRIGHT © 2020 by CDH PARTNERS INC.
All rights reserved.
N
GIRLS
MATCHLINE; SEE SHEETMD203
LLER ELEMENTARY SCHOOL UPGRADE
HWR
HR
CR
CR
CD CD
FOR CONTINUATION
18/10 18/10 18/10 18/10
HWS
HP-1 HP-1 HP-1 HP-1
CS
H
C
CORRIDOR CORRIDOR
24/24
CD
CD CR MECH.
HWR 24/24 CS CS
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2 CR 3
OAIH HWS CR CR
HWSHWR
CR
CS HWR HWR ROOM.
M
CD
2 2 3 24/24 ELEC. 2 140 |
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NOTES:(THIS SHEET ONLY) TEACHER
18/16
OAIH
TLT.
1 REMOVE EXISTING THERMOSTAT.
WORKROOM
HWR
30/16
CR
8/5 18/16 OFFICE STOR. CD TO HWR
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CS
2 REMOVE EXISTING WATER SOURCED HEAT PUMP. 140 | 140 |
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4 @ 230| 4 @ 225| 100 | TLT. EF-4
3 REMOVE EXISTING OA INTAKE HOOD. OPENING THRU ROOF TO REMAIN. 90 |
10/10 18/10
4 EXISTING AIR HANDLER TO REMAIN. 8/12 12/12 16/12 16/16 18/16
20
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6
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N,GA 30088
4 1 T LOUNGE
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CT
310 |
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HWR
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3 BOYS
TO EF-1
8
0
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8/1
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ON ROOF
CD
290 | 12/7
1
240 |
CD
MEDIA
HWS
10 @ 320|
12/6 ASSIST. 1
CENTER PRINCIPAL
6
4 @ 230| 80 | 400 |
1ST CR 8/4 GIRLS 3 90 |
CD
HP-1 W ET AREA
4
919 MARTI
8/
10/10 18/10
8
24/24
20/1
OA1H
WORK STOR. EF-4
ROOM
8/3
2
JAN.
J
10/6
0/6
20/20
10/8
1
MATH LAB
0
8/1
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3 STORAGE
100 | 8/4
1
0
8/1
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1
1 32/20
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6/20
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8/12 14/12 16/12 16/16 16/20
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100 | 14/7 JAN.
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0/6
0/8
100 |
CS
1
GIRLS
1
HWS
16/8 16/20 PROJECT NO: 20046
1
6/6
SD SD PACKAGE 11/06/2020
CD
CD CD 30% PKG 12/04/2020
0
2/1
3 HWR 10/4 10/6 HWR 10/8 10/8 CD CD 30% PKG REV 09/28/2021
24/24 HWS HWS
CR CR
1
HWR
OA1H CS CS CD CD 80% PKG 11/24/2021
18/10 18/10 100 | 100 | 18/10 18/10 18/10
HP-1 12/12 EXHAUST FC-2 HP-1
2
CD PERMIT SET 12/17/2021
100 | HP-1
8/1
HOOD ON ROOF HWS CD CD 100% PKG 01/17/2022
CR
1
CD
CS
F CD
24/24
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HP-1
0
8/1
2 T T 2 5 3 OA1H 2 T
0/8
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CR
1
1
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ROOM CU-2 LOBBY
CS
1
200 |
1
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2/6
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2
8/1
100.1
80 | 50 | OFFICE
1
1
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4 @ 225| 480 | 390 |
K CR CLINIC 100 |
VAULT
EF-4
80 | TLT. NBP Engineers, Inc.
E COA#PEF000774
8/4 40 | COA Expiration: 6.30.2022
BOYS
2/6
FC-2
100 |
1
T
1
CD
8/4
2
0/1
CD TO
2023
P-TRAP PRINCIPAL
1
HWR
04-
8/4
HWS CR
NE;SEE SHEET MD201
12-
CS WET AREA
CD
CD OFFICE
18/10 18/18 18/10 18/10
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24/24
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3 OA1H
NUATI
0
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0/1
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1
1
1
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REV 6 I
4
SHEET TITLE
B KEY PLAN
GYM N LEVEL 1 -
PART 2 -
DEMOLITION -
LEVEL 1 - PART 2 - DEMOLITION - HVAC 3 HVAC
1 1 LINE LEGEND
SCALE: = 1'-0
8
8 0 4 8 16
A EXISTING TO REMAIN SHEET NUMBER
2 1
31 PM
00:
DEMOLITION
2020 3:
MD202
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP
ENGINEERS
NE;SEE SHEET E201
P NBP Engineers, Inc.
CONSULTANTS
316 CORPORATE PARKWAY
MACON, GEORGIA 31210
ON
478-745-1691 www.nbpengineers.com
NUATI
3330 Cumberland Blvd. SE
FOR CONTI
Suite 100
NOTES:(THIS SHEET ONLY) Atlanta, GA 30339
MATCHLI
770.423.0016
1 UNSWITCHED EGRESS LIGHT POWERED FROM NEW GENERATOR CIRCUIT.
www.cdhpartners.com
COPYRIGHT © 2020 by CDH PARTNERS INC.
2 SWITCHED EGRESS FIXTURE CONNECTED THRU UL 924 RELAY TO GENERATOR All rights reserved.
N CIRCUIT. RELAY RECEIVES POWER FROM THE NEW GENERATOR CIRCUIT POWERING
UNSWITCHED FIXTURES IN CORRIDOR.
GIRLS
3 NEW LOW VOLTAGE SWITCH TURNS ON ALL CORRIDOR LIGHTS. CONNECT VIA 111.2
MATCHLINE; SEE SHEETE203
A
LLER ELEMENTARY SCHOOL UPGRADE
CAT 5+ CABLE TO RELAYS AT LIFE SAFETY PANEL SHOWN ON E201.
FOR CONTINUATION H LH
4 USE 3#10 AWG MC CABLE TO REPOWER THE CORRIDOR LIGHTS SHOWN THROUGH A A A A CORRIDOR PANEL C A MECH.
3 1 4 ROOM.
A NEW RELAY AND TIMECLOCK AS DESCRIBED ON 5/E701. THE EXISTING CIRCUIT A A A ELEC.
A
1 1 147.1
PANEL LC 145.11
CAN BE REUSED, BUT CERTAIN FIXTURES WILL BE LEFT ON 24/7, WHILE THE REST
M OF THEM ARE TO BE ROUTED THROUGH A NEW RELAY PANEL AND SWITCH IN THE D TLT.
NEW COMPUTER
145.8 A2G
PRINCIPALS OFFICE. POWER PANELS A2G 1
A TEACHER I
1 A
WORKROOM
REMAIN AS IS
5 USE 3#10 MG CABLE TO POWER ALL SWITCHED AND UNSWITCHED EGRESS LIGHTS A A A A A A A A
145.5 A
A A 1 A OFFICE A
J
SHOWN ON THIS SHEET. POWER FROM EXISTING GENERATOR PANEL EHS.
I 145.7 A2G TLT. A2G
1ST CR A
1ST CR 145.9
UI 109
110 2 5
A A R A A A A R A
GENERAL NOTES: (THIS SHEET ONLY)
2 UI A A A
L A ALL CORRIDOR LIGHTS ARE CURRENTLY UNSWITCHED SERVED FROM THE NEW STORAGE
FACULTY
A A A A A A A 146.1
N,GA 30088
GENERATOR RECENTLY INSTALLED AS PART OF ANOTHER PROJECT. THE DESIGN LOUNGE
A UI A
146.3
INTENT IS TO PULL A NEW GENERATOR CIRCUIT DOWN EACH CORRIDOR TO POWER
D3
A A A A A A
CT
THE NEW SWITCHED EGRESS FIXTURE AND RELAY IN EACH CLASS. THIS CIRCUIT
D3
STRI
A A A A A A A A A 1 A A
423
WILL ALSO POWER ALL LIGHTS NOTED AS "UNSWITCHED EGRESS" AND EXISTING
N ROAD,STONE MOUNTAI
DEKALB COUNTY SCHOOL DI
EXIT SIGNS. ANOTHER LIGHTING CIRCUIT WILL BE PULLED TO THE SWITCHED 4
D
UI UI
CORRIDOR LIGHTS AND ROUTED THROUGH A NEW RELAY PANEL AS DESCRIBED D
BOYS 1 AC
#354-
ON 5/E701. 109.1
K A A A A A A A A A A A 2 4
D
A A A A EX
B EACH CLASSROOM RECEIVES A NEW UL 924 RELAY AND ON/OFF/UP/DOWN DIGITAL DIMMER
1 1 IT ROOM
SWITCH AND OCC SENSOR AS DESCRIBED ON E701. A 145.6 A
I
A A A EX
MEDIA UI R
C THE REMAINING UNSWITCHED CORRIDOR LIGHT CIRCUITS WILL BE ROUTED THRU NEW CENTER CORRIDOR
A A A A ASSIST.
A A A 145 A A A A 7
RELAYS AND TIMECLOCK AS DESCRIBED ON 5/E701. PRINCIPAL
GIRLS
WET AREA A
1ST CR 145.4 1
919 MARTI
109.2
109.5
D EXISTING EXIT SIGNS REMAIN AS IS AND ARE NOT SHOWN ON THIS PLAN. PROVIDE 108
UI
1 A A
TEN (10) NEW EXIT SIGNS TO REPLACE DAMAGED SIGNS THROUGH THE BUILDING. A A
EX STOR.
R JAN.
A A A A WORK 1 1 145.4A
J E REUSE EXISTING LIGHT CIRCUIT IN ANY SPACE OUTSIDE THE CORRIDOR. ROOM
109.3 A2G
2 109.4 A A A A A A A
1 1
F ALL NEW LIGHT FIXTURES SHOWN AS EGRESS SHALL HAVE SUPPORT WIRES LOCATED A A 1
MATH LAB STORAGE
CORRIDOR 145.3 146.4
ON DIAGONAL CORNERS OF THE FIXTURE TO STRUCTURE. DO NOT SUPPORT EGRESS UI UI
I
A
D
2
FIXTURES ONLY FROM GRID. A A A A
I
1 A A A A
A A A A A A A
G PRIOR TO ORDERING FIXTURES CONTRACTOR TO WALK THE SITE AND NOTE ANY SPACES
WITH GYP CEILINGS. NOTIFY THE ARCHITECT IF FIXTURE TYPES NOTED DO NOT MATCH
THE CEILING TYPES.
A 1 1 BOYS
H 146.5
A A A A A A
L.MI
A A A A A A A
D
A 1 A
A A
A2G
2 2
A A A A A A A
A A R A A A A R A D
E.
UI
1ST CR 1ST CR UI
D
106 107 A JAN.
146.7
CONFERENCE TEACHER
1 A A I A
G A A A A A A A
A A ROOM A A WORKROOM
A A
145.1 145.2
A UI GIRLS A 20046
1 AC PROJECT NO:
146.6
D SD SD PACKAGE 11/06/2020
CD CD 30% PKG 12/04/2020
K
CD CD 30% PKG REV 09/28/2021
A A A A CD CD 80% PKG 11/24/2021
CORRIDOR A A A
1 CD PERMIT SET 12/17/2021
A 1 A 1 A 1 A 1 A
CD CD 100% PKG 01/17/2022
F
D D TLT. D D LOBBY
GIRLS MAIL /
105.2
A2G 1 PANEL LA A2G 148.7 COPY
100.1
AC
ROOM
A A JAN. 1
A A A 1 A A A A A 148.5 A A A A A
105.3
A2G AC A UI A
L
K CR UI
A2G TLT. 3
105
COMPUTER 3 L
BOYS CLINIC LAB
PANEL A 148.6
105.1 105.4 101
UI UI
A A A A A A VAULT A A
A A
2 A A 148.3
2 A2G AC
A2G
MAIN 1 1 NBP Engineers, Inc.
E R R TLT. OFFICE COA#PEF000774
A A A COA Expiration: 6.30.2022
A 148.4 148
A
AC
1 SECURITY VESTIBULE
D
A A A A A A A A 100
D
2023
A PRINCIPAL A
D
04-
148.2
12-
D
NE;SEE SHEET E201
A A A A A A A A A A UI
WET AREA A A A A
105.5 UI
D OFFICE
R 148.1
ON
D
NUATI
A UI A A A A A A UI A A 2 A
FOR CONTI
MATCHLI
R R
UI
2 K CR
K CR
A A A A A 103 A A A K CR A A
104
102
2
C
T ROOM
A A A A A A A A A A
REV 6 I
4
SHEET TITLE
B KEY PLAN
GYM N LEVEL 1 -
PART 2 -
NEW WORK -
LEVEL 1 - PART 2 - NEW WORK - LIGHTING 3 LIGHTING
1 1 LINE LEGEND
SCALE: = 1'-0
8
8 0 4 8 16
A EXISTING TO REMAIN SHEET NUMBER
2 1
31 PM
00:
NEW WORK
2020 3:
E202
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
NBP
ENGINEERS
NE;SEE SHEET E401
P NBP Engineers, Inc.
GENERAL NOTES: (THIS SHEET ONLY) CONSULTANTS
316 CORPORATE PARKWAY
A NEW FIRE ALARM SHALL BE INSTALLED AND OPERATIONAL BEFORE OLD SYSTEM IS REMOVED. MACON, GEORGIA 31210
ON
478-745-1691 www.nbpengineers.com
NUATI
ONCE NEW SYSTEM IS OPERATIONAL REMOVE ALL OLD DEVICES, CONDUIT AND BACKBOXES
WHERE ACCESSIBLE. WHERE OLD BOXES ARE FLUSH MOUNTED PROVIDE BLANK COVERS. 3330 Cumberland Blvd. SE
FOR CONTI
Suite 100
Atlanta, GA 30339
MATCHLI
B EACH WSHP TO BE REMOVED AND REPLACED. PROVIDE A NEW 30/3/1 FUSED DISCONNECT ADJACENT. TAP
770.423.0016
FEED AT EACH UNIT AS SHOWN ON DRAWINGS, ROUTING TO THE PANEL INDICATED. SIZE FUSE PER www.cdhpartners.com
COPYRIGHT © 2020 by CDH PARTNERS INC.
MANUFACTURERS MOCP. All rights reserved.
N
C SUBMIT A COORDINATED POWER/WIRING LETTER INDICATING MECHANICAL EQUIPMENT MOCP VS
THE BREAKER SHOWN FOR NEW HVAC EQUIPMENT PRIOR TO ORDERING PANELS.
GIRLS
111.2
D FIRE ALARM BASIS OF DESIGN IS THE SIMPLEX 4100 ES WITH ADDRESSABLE NOTIFICATION DEVICES. MATCHLINE; SEE SHEETE403
LLER ELEMENTARY SCHOOL UPGRADE
EQUALS MAY BE ACCEPTED FROM EST AND NOTIFIER SO LONG AS THE PERFORMANCE MATCHES FOR CONTINUATION F H LH WSHP-29
THE SIMPLEX SYSTEM. CORRIDOR PANEL C MDS-8 MECH.
3
1 ROOM.
WSHP-27C C WSHP-26 WSHP-28 ELEC. C
147.1
PANEL LC 145.11
M NOTES:(THIS SHEET ONLY) NEW COMPUTER
TLT.
145.8
1 MOUNT PANELS BACK TO BACK WITH UNISTRUT SUPPORTS BETWEEN FLOOR AND CEILING. POWER PANELS
TEACHER
WORKROOM
REMAIN AS IS
2 PROVIDE NEW BREAKER IN NEW MDS AS SHOWN IN THE PANEL SCHEDULE. PROVIDE
145.5
OFFICE
30A/3P/1 FUSED DISCONNECT AT EACH WSHP TAP.
145.7 TLT.
1ST CR
1ST CR 145.9
3 PROVIDE TWO GANG RACEWAY FOR POWER TO THE NEW SMARTBOARD. ONE GANG FOR 110
109
POWER FROM NEAREST 120V PANEL, THE OTHER GANG TO ABOVE THE CEILING FOR LOW
VOLTAGE CONNECTION. SMART BOARD POWER ALSO POWERS THE PROJECTOR.
L STORAGE 4
FACULTY
146.1
N,GA 30088
LOUNGE
146.3
REMOVE OLD DUCTLESS SPLIT.
C
EXTEND POWER ABOVE THE CEILING
CT
OVER TO THE NEW DUCTLESS SPLIT
STRI
WSHP-24 LOCATION AND POWER NEW UNIT.
423
WSHP-25
N ROAD,STONE MOUNTAI
DEKALB COUNTY SCHOOL DI
REUSE THE EXISTING CIRCUIT FROM
BOYS
#354-
DAC-5 THE DEMOLISHED DUCTLESS SPLIT
109.1
K TO POWER THE NEW UNIT.
C
C
IT ROOM
145.6
MEDIA
EXISTING POWER REMAINS FOR
CENTER CORRIDOR
ASSIST. THE IT RACK.
145 PRINCIPAL 7
GIRLS
WET AREA
1ST CR 145.4
919 MARTI
109.2
109.5
108
STOR.
JAN.
WORK S 145.4A
J ROOM
109.3
109.4
MATH LAB STORAGE
CORRIDOR 145.3 146.4
WSHP-23 2
WSHP-22 C BOYS
WSHP-21
H 146.5
L.MI
E.
1ST CR 1ST CR
106 107 JAN.
146.7
CONFERENCE TEACHER
S
G ROOM WORKROOM
S
145.1 145.2
GIRLS PROJECT NO: 20046
146.6
SD SD PACKAGE 11/06/2020
CD CD 30% PKG 12/04/2020
F
CD CD 30% PKG REV 09/28/2021
WSHP-20 WSHP-16
C CD CD 80% PKG 11/24/2021
C CORRIDOR
C CD PERMIT SET 12/17/2021
1
CD CD 100% PKG 01/17/2022
FCU-1 WSHP-15
F
TLT. LOBBY
GIRLS MAIL /
148.7 100.1
105.2 PANEL LA COPY
ROOM
JAN.
148.5
C
105.3
K CR
COMPUTER TLT.
105 BOYS CLINIC LAB
PANEL A 148.6
105.1 105.4 101
C
VAULT
148.3
MAIN NBP Engineers, Inc.
E S TLT. OFFICE C
COA#PEF000774
F
COA Expiration: 6.30.2022
148.4 148
FAA
C
SECURITY VESTIBULE
100
F
F
2023
PRINCIPAL
F
04-
148.2
12-
NE;SEE SHEET E401
WSHP-17 POWER TO AI PHONE
WSHP-19 WET AREAWSHP-18
AND DOOR HARDWARE
105.5
D F OFFICE FROM PANEL C WITH
148.1 3#12 MC CABLE
ON
NUATI
FOR CONTI
MATCHLI
2
K CR
K CR
103 K CR
104
102
C
T ROOM
REV 6 I
4
SHEET TITLE
B KEY PLAN
GYM N LEVEL 1 -
PART 2 -
NEW WORK -
LEVEL 1 - PART 2 - NEW WORK - SYSTEMS/POWER 3 SYSTEMS/
POWER
1 1 LINE LEGEND
SCALE: = 1'-0
8
8 0 4 8 16
A EXISTING TO REMAIN SHEET NUMBER
2 1
31 PM
00:
NEW WORK
2020 3:
E402
21/
10/
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Conditioned Air Systems, inc.
REQUEST for CHANGE ORDER
Bobby Taylor Painting Holding, Inc.
110 Holt Dr. Change Order #: 5
Acworth, Ga. 30101
(770) 974-2828 Office
(770) 974-1213 Fax
Date: 12/19/23 Job Name: E.L. Miller Major Building Systems Replacement
919 Martin Road
Stone Mountain, GA 30088
To: Centennial Contractors
0
Description of Work:
Wall between IT and Assistant Principal office $ 950.00
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
SubTotal $ 950.00
15% Profit & Overhead $ 143.00
Total $ 1,093.00
Date: 12/19/2023 Raj Kallem
Bobby Taylor Painting Holdings Inc.
Date:
(Authorized Signature)
Title
Conditioned Air Systems, inc.
Conditioned Air Systems, inc.
POTENTIAL CHANGE ORDER (PCO) REQUEST
School Name: E.L. Miller ES Date: March 20, 2024
Project Name: GC Services for EL Miller MSBR Project Number: 354-35
Title: Paving Parking Lot PCO #: 032
Description of Work:
Mill and pave the existing front and rear parking lot in the area shown on the attached sketch (SK-2) at E.L. Miller Elementary School per
the request of DeKalb County Schools. Repair utility trenches cut across the parking lot and driveways created by others for the modular
classrooms. After paving repairs are completed, we will restripe the front and rear parking areas.
A. Subcontractor Cost of the Work
Georgia Wildcat Paving (See Below) $ -
- Asphalt Mill & Pave $ 168,350.00
- Asphalt Repair - 3 Trenches $ 6,070.00
- Striping $ 2,335.00
- Georgia Wildcat Paving Payment and Performance Bond $ 441.89
$ - Subtotal A: $ 177,196.89
B. CONTRACTOR Fee: (As per Section 11.7.1.2) - 5% subcontractor work Subtotal B: $ 8,859.84
C. CONTRACTOR Cost of the Work:
Payroll Costs (See attached supporting documentation.) $ -
Materials and Equipment (See attached suporting documentation.) $ -
Consultant Costs (See attached suporting documentation.) $ -
Self-Performed Costs (See attached suporting documentation.) Subtotal C: $ -
D. P&P Bond - 0.4% of Total Subs Cost of Change Subtotal D: $ 747.22
E. CONTRACTOR Fee: - 10% self performed Subtotal E: $ -
Total = (A + B + C + D + E) Total: $ 186,803.95
The proposal would Increase Decrease the Milestones and/or Contract Time by calendar days.
The proposal does NOT affect the Milestones and/or Contract Time.
Asst. PM/ Program General Manager March 20, 2024
Contractor Signature Title Date
PROPOSAL NUMBER
3915-3
ADDRESS
919 Martin Rd, Stone Mountain, GA,
3/20/2024
30088
PROPOSAL CLIENT
Centennial Contractors Enterprises, Inc.
EL MILLER
Tyler Shelton
CONTACT
ELEMENTARY SCHOOL 770-613-2999
tshelton@cce-inc.com
-
ADDRESS TELEPHONE EMAIL
1128 BRETT DR SW 7706346507 Cell SALESPERSON: KELLY@GWPPAVING.COM
CONYERS, GA 678-377-3113 office
30094
PROPOSAL NO.: 3915-3 | 3/20/2024 | PREPARED FOR: CENTENNIAL CONTRACTORS ENTERPRISES, INC. |
EL MILLER ELEMENTARY SCHOOL
2
PROPOSAL
Dear Tyler Shelton,
The Georgia’s Wildcat Paving Company has been serving Atlanta since 1993, they purchased their first dump truck
and got to work. Through the years the company has expanded to add a dependable sales team and a hard-working
field crew. In everything we do we strive to provide our customers with comprehensive solutions for their parking lot
needs!
Per your request, we propose to supply the following to complete the indicated job: Labor, Materials,
Equipment
Exclusions: Testing, Towing, Permits, 3rd Party Inspections, Stake-Out, Removal Or Relocation Of Utilities, Any
Other Items As Listed On The Terms And Conditions Page.
Please review the proposal and feel free to call with any questions.
PROPOSAL NO.: 3915-3 | 3/20/2024 | PREPARED FOR: CENTENNIAL CONTRACTORS ENTERPRISES, INC. |
EL MILLER ELEMENTARY SCHOOL
3
PROPOSAL
QUALITY CONTROL Price: $0.00
STRIPING Price: $2,335.00
Striping will consist of the following:
82 Layout & Stripe Each Line (2 Coats)
3 HDC Logos
200 Solid Line
2 Crosswalk
1 Arrows
1 Minimum
This work will be completed as coordinated with Purchaser. Any painting on concrete surfaces is not warranted.
Chlorinated rubber-alkyd, thermoplastic material is not included in our scope of services. Purchaser is required to
provide Contractor with a detailed drawing designating exact layout of area to be striped. If Purchaser does not
provide a detailed striping layout, Contractor will exercise its best effort to re-stripe the area per the existing layout
and will not be held responsible for discrepancies in new layout and stencils. Contractor is not responsible for
obtaining current ADA, Federal, State, & Local Parking Lot Stripe Codes and or re-designing existing striping layout.
Purchaser agrees to pay Contractor a minimum of $600 for each additional mobilization required for striping not listed
above.
ASPHALT REPAIR - 3 TRENCHES Price: $6,070.00
Repair 23 Square Yards excavated up to a depth of 8" of GAB and 4" of topping.
This work is performed by removing asphalt to the above-specified depth by the milling machine or other
means and removing broken asphalt from the site.
The exposed sub-grade, if encountered, will be compacted to a uniform depth and vertical edges of the open
patch will be tack coated using CRS2 emulsion.
New asphalt will then be placed and compacted to a uniform consistency (multiple lifts may be required).
The finished elevation of the new repair will match the adjacent surfaces.
All new asphalt material will be Department of Transportation approved.
This work can usually be completed with minimal inconvenience to traffic.
If unsuitable materials are encountered (paving fabric, contaminated material, etc) and deemed by Contractor
or Supplier unacceptable to be delivered to the originally desired location, the material will be taken to a dump
site at an additional charge of $350/per truckload plus dump fees.
Purchaser agrees to pay all costs associated with asphalt milling disposal. Purchaser is responsible to ensure
all vehicles are removed (towing if required) from the affected areas no later than 7:00 a.m.
PROPOSAL NO.: 3915-3 | 3/20/2024 | PREPARED FOR: CENTENNIAL CONTRACTORS ENTERPRISES, INC. |
EL MILLER ELEMENTARY SCHOOL
4
ASPHALT MILL & PAVE Price: $168,350.00
Mill and Pave 7,681 Square Yards, to a depth of 2.00 inches.
This work is performed by profile milling proposed area and removing asphalt from the site.
The vertical edges of the open patch will be tack coated using CRS2 emulsion.
New asphalt will then be placed by a self-propelled paving machine at the above depth and rolled and
compacted to a uniform consistency (multiple lifts may be required). The finished elevation of the new asphalt
will match the adjacent pavement surface.
All new asphalt material will be Department of Transportation approved. In the initial excavation,
If unsuitable materials are encountered (paving fabric, contaminated material, etc) and deemed by Contractor
or Supplier unacceptable to be delivered to the original desired location, the material will be taken to a dump
site at an additional charge of $350/per truckload plus dump fees.
We will not be responsible for ponding water or poor drainage in areas where the grade is less than 2%.
Purchaser is responsible to ensure all vehicles are removed (towing if required) from the affected areas no
later than 7:00 a.m.
TOTAL PRICE OF THIS PROPOSAL AS PRESENTED: $176,755.00
* Bond Rate is 2.5% ($441.89)
Total Cost with Bond= $177,196.89
PROPOSAL NO.: 3915-3 | 3/20/2024 | PREPARED FOR: CENTENNIAL CONTRACTORS ENTERPRISES, INC. |
EL MILLER ELEMENTARY SCHOOL
5
AGREEMENT
The Unit Rates applicable to the categories of work to be performed pursuant to this Agreement are based on
the material costs and published indexes as of 01/01/2023. Purchaser acknowledges that if the above-listed
items increase by the date all work under the contract is completed, the Unit Rates applicable to the categories
of work to be performed under the Proposal shall be adjusted. The adjusted Unit Rates shall be committed and
paid by the purchaser as though a written change order were approved and signed by both parties.
Georgia's Wildcat Paving proposes to furnish material and labor to perform the work outlined herein for the sum
of:
$176,755.00, ONE HUNDRED SEVENTY-SIX THOUSAND, SEVEN HUNDRED FIFTY-FIVE DOLLARS AND ZERO
CENTS
Payment is due upon completion of work and considered past due after 30 days. For all residential work we require a
50% deposit.
This proposal is valid for thirty (30) days from the date written above. The proposal is subject to the terms
and conditions enclosed, attached, and/or on the backside of the proposal.
This proposal contains confidential information belonging to the sender, which is legally privileged. The
information is intended only for the use of the individual or entity named above. If you are not the intended
recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance
on the contents of this proposal is strictly prohibited. If you have received this proposal in error, please
immediately notify us by telephone to arrange for the return of the original documents to us.
Sincerely,
________________________________________
Kelly Branegan Cohen, Sales Manager
kelly@gwppaving.com
Cell: 7706346507
Accepted: The above-proposed terms and conditions, including price and payment terms, are satisfactory and
hereby accepted. Georgia's Wildcat Paving is hereby authorized to proceed with the work specified.
Purchaser: _________________________________ Title: ________________________________
Printed Name: ________________________________ Date: _______________________________
PROPOSAL NO.: 3915-3 | 3/20/2024 | PREPARED FOR: CENTENNIAL CONTRACTORS ENTERPRISES, INC. |
EL MILLER ELEMENTARY SCHOOL
6
TERMS & CONDITIONS
• These Terms and Conditions are by and between Georgia's Wildcat Paving, a Pave America Company, (hereinafter the “Contractor”), and the
front-side “Purchaser”, (hereinafter the “Purchaser”).
• All stone, asphalt, and concrete depths indicated are to be interpreted as average depths prior to compaction. Actual Asphalt Repair depth
regardless of depth specified on the front will only go to the stone base or specified depth whichever is less.• Drainage is not guaranteed on
areas having less than 2% grade.
• If the contract is canceled by Purchaser prior to commencement of work, Purchaser will pay Contractor twenty percent (20%) of the total
contract price.
• Unit prices, if specified, shall apply to all extra work performed beyond the original scope, if such work can be performed at the same time
Contractor is working at the site on original items of work. The contractor reserves the right to renegotiate the terms and conditions, including
price if it must move any equipment back to the site to perform additional work. The contractor will be under no obligation to perform any extra
work.
• All proposals are based on the existence of a workable sub-base layer of at least four (4) inches. It shall not be the Contractors responsibility to
check the sub-base unless it is specified and paid for in the contract. The contractor shall not be responsible for consequences of sub-base
deficiency or failures, including but not limited to damages or inability to perform work due to poor compaction, underground springs, buried
materials, grade failures, etc.
• Each phase of work will be billed upon completion of that phase. Purchaser agrees to pay all invoices within 15 days of the invoice date. All
amounts unpaid by the due date shall bear interest at the rate of 1.5% per month until paid. If full payment (including aforementioned late
charges) has not been received by Contractor within 45 days of substantial completion, all of Purchasers warranty rights hereunder will be
forfeited and automatically become void and Contractor shall be excused from further performance of work under this proposal, or any other
contract with Purchaser and all amounts then due and owing, including retainage, shall become immediately payable
• The pricing contained herein is based on all work being completed within 30 days of the date of this proposal unless otherwise agreed in
writing. The terms for doing any work after this date may, at Contractor's option, be renegotiated between Contractor and Purchaser. To the
extent Contractor has performed any work within 30 days of the date of this proposal, Contractor shall be compensated for all such work under
the terms and conditions and including price as set forth in this proposal, including retainage, together with any costs incurred as a result of
Purchaser’s delay in completion of the work. Purchaser agrees to compensate Contractor for ALL reasonable costs (and associated overhead
and profit) for delays incurred completing the work.
• Purchaser shall not prematurely subject the work to any type of traffic; loads in excess of the design capacity before proper cure, or in a
manner which may damage the work. The contractor is not responsible for graffiti, tire tracks, animal or human footprints, etc., on finished
concrete/asphalt.
• Although the contractor will endeavor to cooperate fully with the progress of the work, it reserves the right to delay the start of work until the
entire area of the job is ready to be poured, paved, or sealed. Unless otherwise noted, the total price is based on one move-in and complete
access to work areas at the time of move-in. Purchaser agrees to pay Contractor $2,500.00 for each additional move-in. The removal of vehicles
from the work site is the sole responsibility of the Purchaser. Damage to vehicles left on the worksite is the responsibility of the Purchaser. The
contractor is not responsible for crackfill that adheres to tires. The contractor is not responsible for overspray on vehicles, curb and gutter, and all
structures within 50 feet of the edge of the parking lot and or area being sealed or treated.
• Contractor shall not be bound to any construction schedules unless agreed to in writing by Contractor. If no schedule is established, the
Contractor will undertake the work in the course of its normal operating schedule.
• Purchaser to ensure all existing surfaces shall be in a condition suitable to receive any work to be performed by Contractor. Purchaser shall
provide potable water and electrical source at no expense to Contractor. The contractor is not responsible for tire marks on asphalt and or
concrete. The contractor is not responsible for damage to landscaping and sidewalks due to required access by trucks and or equipment. The
contractor is not responsible for damage to existing asphalt pavement due to weak, unstable, non-compacted, or wet sub-base materials. The
contractor is not responsible for damage to surrounding concrete due to the vibration of jackhammers and equipment.
• To the extent that the work is dependent upon the work of other contractors or subcontractors, the Contractor shall not assume responsibility
for any defect, deficiency, or non-compliance in such other work.
• Purchaser is responsible for getting all “private” (non-public) utilities, including wells and septic system elements, underground sprinklers
systems, electrical wiring, etc marked by an independent utility locator prior to the commencement of work. All specifications and the work
estimate are conditioned on all private utilities not being disturbed or changed by modifications needed to accommodate private utilities not
disclosed to the Contractor previously. Any damage caused to private lines during construction is the sole responsibility of the Purchaser unless
previously marked by an independent utility locator. Purchaser is responsible for all damage to existing structures and facilities, including
underground facilities, caused by equipment necessary to carry out the work.
• Contractor will not be responsible for the construction or material failures or delays in construction caused by any factor beyond its control,
including, but not limited to, delays or failures caused by weather, acts of God, delays in transportation, acts of suppliers, and subcontractors,
acts of the Purchaser, Owner or its separate contractors, fuel or raw material shortages, plant failures, or any other cause beyond its control.
• Unless stated in writing on this proposal, all engineering and testing, subgrade stabilization (undercut), excavation, utilities, adjustment of
underground facilities, manholes, water valves, or underground structures, striping, landscaping, permits, bonds, government approvals, damage
to existing asphalt and concrete and landscaping shall be Purchaser’s sole responsibility. Purchaser agrees to indemnify, protect, and hold
Contractor harmless from any and all damages, expenses, and attorneys fees suffered or incurred on account of Purchaser’s breach of any
obligation or covenant of this proposal.
• Unless stated in writing on this proposal, there shall be no warranties, express or implied, in connection with any material or service furnished
under this proposal. All consequential damages are excluded.
• In the event that Contractor retains an attorney to recover any amount due under this agreement, the Purchaser agrees to pay all attorney fees,
court costs, and costs of collection incurred by Contractor.
• Purchaser will, prior to Contractor leaving the job site, arrange for an authorized representative or agent of the Purchaser to inspect completed
Contractor work in the company of a Contractor representative. Purchasers' failure to inspect the job site as above will signify acceptance of
work performed by Contractor and agreement to pay the bill in full within fifteen (15) days.
SK-2
Area previously
paved in this contract
POTENTIAL CHANGE ORDER (PCO) REQUEST
School Name: E.L. Miller ES Date: April 8, 2024
Project Name: GC Services for EL Miller MSBR Project Number: 354-35
Title: Cooling Tower Additional Circuits PCO #: 033
Description of Work:
Per RFI 77, Centennial Contractors will add a 120V circuit for the water control valve and a 3 phase 480V 20 Amp circuit for the basin
heater.
A. Subcontractor Cost of the Work
ECI $ 3,686.44
$ -
$ -
$ -
$ -
$ - Subtotal A: $ 3,686.44
B. CONTRACTOR Fee: (As per Section 11.7.1.2) - 5% subcontractor work Subtotal B: $ 184.32
C. CONTRACTOR Cost of the Work:
Payroll Costs (See attached supporting documentation.) $ -
Materials and Equipment (See attached suporting documentation.) $ -
Consultant Costs (See attached suporting documentation.) $ -
Self-Performed Costs (See attached suporting documentation.) Subtotal C: $ -
D. P&P Bond - 0.4% of Total Subs Cost of Change Subtotal D: $ 15.55
E. CONTRACTOR Fee: - 10% self performed Subtotal E: $ -
Total = (A + B + C + D + E) Total: $ 3,886.31
The proposal would the Milestones and/or Contract Time by calendar days.
The proposal does NOT affect the Milestones and/or Contract Time.
Asst. PM/ Program General Manager April 8, 2024
Contractor Signature Title Date
POTENTIAL CHANGE ORDER (PCO) REQUEST
School Name: E.L. Miller ES Date: April 8, 2024
Project Name: GC Services for EL Miller MSBR Project Number: 354-35
Title: Carbon Monoxide Detector PCO #: 034
Description of Work:
Per RFI 75, Centennial Contractors to install a carbon monoxide detector into the boiler room. This requirement is per the Rules and
Regulations of the State of Georgia - Rule 120-3-23-.07 Section 10.
A. Subcontractor Cost of the Work
ECI $ 5,640.67
$ -
$ -
$ -
$ -
$ - Subtotal A: $ 5,640.67
B. CONTRACTOR Fee: (As per Section 11.7.1.2) - 5% subcontractor work Subtotal B: $ 282.03
C. CONTRACTOR Cost of the Work:
Payroll Costs (See attached supporting documentation.) $ -
Materials and Equipment (See attached suporting documentation.) $ -
Consultant Costs (See attached suporting documentation.) $ -
Self-Performed Costs (See attached suporting documentation.) Subtotal C: $ -
D. P&P Bond - 0.4% of Total Subs Cost of Change Subtotal D: $ 23.79
E. CONTRACTOR Fee: - 10% self performed Subtotal E: $ -
Total = (A + B + C + D + E) Total: $ 5,946.49
The proposal would the Milestones and/or Contract Time by calendar days.
The proposal does NOT affect the Milestones and/or Contract Time.
Asst. PM/ Program General Manager April 8, 2024
Contractor Signature Title Date