Woodridge ES
Change Order - Breakdown
PCO # Description Cost Allowance Owner Change Unforeseen Condition
004 Addendum #01, Dated 05/23/23 $14,429.00 $14,429.00
005 Schedule Impacts Associated with Early Access $376,962.00 $376,962.00
Bulletin #002 - Dated 03/14/24, Received 03/22/24 -
006 Fire Spinkler Line Relocation $70,590.00 $70,590.00
009 Replace Exisiting Interior Identification Signage $13,369.00 $13,369.00
Reconciliation of Relocation and Cleaning
013 Allowance -$302.00 -$302.00
Permit Review Comments and Fire, Life Safety
014 Allowance $2,923.00 $2,923.00
015 New Vinyl Face Insulation in Gymnasium $24,799.00 $24,799.00
019 RFI #023 - Existing Sprinkler Over Stage $5,533.00 $5,533.00
Gypsum Roof Decking Repairs & Joist
021 Reinforcements $103,198.00 $103,198.00
022 RFI #032 - Mezzanine Clarification $12,112.00 $12,112.00
RFI #040 - Roof Decking Replacement above
024 Cafeteria $301,082.00 $301,082.00
031 Geo Hydro Engineering Inspections $1,287.00 $1,287.00
Abatement Reconciliation per Units Rate From IOC
032 #010 $43,368.00 $43,368.00
033 Damaged Materials & Rework Due to Roof Patching $3,223.00 $3,223.00
034 DCSD Low Voltage Support Recabling $18,138.00 $18,138.00
035 Bulletin #04, Dated 06/26/24 $35,012.00 $35,012.00
036 RFI #048 - Emergency Drivers Needed on A2E Lights $28,578.00 $28,578.00
038 RFI #046 - Room Square Footage Discrepancy $11,168.00 $11,168.00
Different Light Fixtures Needed in Room #947.1 &
039 #947.2 $2,388.00 $2,388.00
RFI #049 - Electrical Outlet Replacement for Code
040 Compliance $468.00 $468.00
Electrical Provisions for Temporary Kitchen
041 Equipment in Gym $1,706.00 $1,706.00
042 Rock Trench for Fire Line $21,135.00 $21,135.00
043 Heavy Duty Asphalt Paving $44,374.00 $44,374.00
045 RFI #052 - Bathroom Signs - ADA Clarification $2,854.00 $2,854.00
MEP Relocation Due to Existing Unforeseen
046 Conditions & Location of New Equipment $34,129.00 $34,129.00
048 Electrical and HVAC Coordination $14,060.00 $14,060.00
049 Media Center Type L1 Light Fixtures $6,446.00 $6,446.00
050 Intercom System Headend Replacement $84,452.00 $84,452.00
Totals $1,277,481.00 $45,989.00 $589,596.00 $641,896.00
September 3, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #004 – Addendum #001, Dated 05/23/23
Dear Ryan:
Attached, please find our proposal to incorporate revisions per Addendum #001, dated 05/23/23. The
revisions include the following:
1. Providing 120-volt connection to all motorized smoke dampers, including any necessary conduit &
wiring.
2. Control of the smoke dampers is by the fire alarm system subcontractor.
This Item of Change (I.O.C. 004) results in an add of $14,429 to our current contract value. Attached is a
detailed breakdown of this change for your use as well as all relevant back-up pricing documentation.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
Cc: Steve Hall Evergreen Construction
Michaela Ray Evergreen Construction
Brian Mitchell Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 004
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description ADDENDUM #001, DATED 05/23/23
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16.99.100 Electrical 0 0 0
Power to all motorized smoke dampers 1 LS 0 0 11944.00 11,944
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 6 MHR 0 25 150 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 6 MHR 0 110 660 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 1 MHR 0 28.5 29 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 50 1,029 11,944
Payroll Taxes & Insurance 363
Sales Tax (8.00%) 4
TOTALS 54 1,392 11,944
Subcontractor General Liability Insurance 0 5 41
Pollution Insurance 0 1 10
Builder's Risk Insurance Premium 0 2 19
Management Software 0 3 29
Subcontractor Default Insurance 1 18 153
EVERGREEN MARKUP 6 142 610
GRAND TOTAL $14,429
Authorizing Signature: date:
Page 1 of 1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THROUGH - PENETRATION FIRE STOP SYSTEMS
SYSTEM NO. C-AJ-1238
ELECTRICAL DEMOLITION NOTES ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND
"F" RATING 2HR
"T" RATING 1/4HR HOMERUN TO PANELBOARD, LETTER INDICATES PANEL DESIGNATION. NUMBER INDICATES
1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE AS DIRECTED ALL ELECTRICAL APPURTENANCES CIRCUIT NUMBER, SLASH MARKS INDICATES NUMBER OF CONDUCTORS IN SIZE CONDUIT AS
A 1 FLOOR OR WALL ASSEMBLY - MIN 5" THICK NORMAL WEIGHT (150 PCF) CONCRETE. WALL MAY ASSOCIATED WITH NEW CONSTRUCTION. DIVERT, EXTEND, RE-ROUTE, REPLACE, RECONNECT, OR 1. ALL WORK SHALL BE IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE WITH GEORGIA AMMENDMENTS
REQUIRED BY N.E.C. (NO SLASH MARKS INDICATES 2#12, 1#12G, 1/2"C. ( ) INDICATES GREEN
ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING OTHERWISE MAKE GOOD AND LEAVE IN SAFE WORKING ORDER ALL PORTIONS OF THE EXISTING AND THE 2020 NATIONAL ELECTRICAL CODE.
IS 14". GROUND CONDUCTOR. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT.
ELECTRICAL INSTALLATION REQUIRED TO REMAIN IN USE DURING AND/OR AFTER THE COMPLETION OF
P
P
WORK. 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED PROJECT TO INSPECT THE EXISTING CONDITIONS
2 THROUGH PENETRATES - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONDUIT CONCEALED IN CEILING OR WALL.
AND DETERMINE THE SCOPE OF HIS WORK AND THE EXTENT OF DEMOLITION AND RENOVATION WORK. THE SITE
CONCENTICALLY OR ECCENTRICITY WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE INSPECTION SHALL BE MADE PRIOR TO SUBMITTING BID FOR THE PROPOSED PROJECT. NO COMPENSATION WILL
2 BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING SHALL BE MIN 1/4" TO 2. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE REMOVAL AND DISPOSAL OF ALL EXISTING CONDUIT CONCEALED IN SLAB OR BELOW GRADE, 3/4" MINIMUM.
MAX 1". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR ELECTRICAL MATERIAL WHICH IS NOT TO BE REUSED ON THE PROJECT. CONTRACTOR SHALL REMOVE AND BE ALLOWED FOR FAILURE TO INSPECT THE SITE. CONTRACTOR SHALL INFORM ARCHITECT PRIOR TO BIDDING OF
2 WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR STORE ANY ELECTRICAL MATERIAL IF SO DIRECTED BY AGL. PATCH AND PAINT WALLS AND CEILINGS AS DISCREPANCIES WHICH EXIST BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. ALL SITE VISITS TO BE
TUBING MAY BE USED: REQUIRED BY REMOVALS OF APPURTENANCES. COORDINATE WITH ARCHITECT. SCHEDULED WITH SCHOOL STAFF BEFORE ARRIVING AT SITE. CONDUIT EXPOSED.
3a a. STEEL PIPE - NOM 12"∅ (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES.
3. WORK IS TO BE CARRIED OUT WITHOUT UNNECESSARY INTERFERENCE WITH EXISTING FACILITIES AND ELECTRICAL PANELBOARD, 277/480 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED.
b. CONDUIT - NOM 6"∅ (OR SMALLER) RIGID STEEL CONDUIT. OPERATIONS. POWER INTERRUPTIONS SHALL BE SCHEDULED WITH APS AND SHALL BE TAKEN ONLY
3b DURING THOSE PERIODS WHICH HE HAS APPROVED IN WRITING. COORDINATE EXACT PHASING OF 4. REFER TO RISER DIAGRAM FOR PANELBOARD FEEDER SIZES.
ELECTRICAL PANELBOARD, 120/208 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED. © 2022 BOLDEN-WILLIAMS & ASSOCIATES
c. CONDUIT - NOM 4"∅ (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. CONSTRUCTION WITH ARCHITECT. MINIMUM 10 DAYS ADVANCE NOTICE.
5. OVERCURRENT PROTECTION, WIRE SIZE AND NUMBER OF CONNECTION POINTS FOR MECHANICAL HVAC
EQUIPMENT IS FOR ITEMS AS SPECIFIED. COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY DRY TYPE PAD/SUSPENDED TRANSFORMER. REFER TO PLANS FOR APPROXIMATE LOCATIONS SCOPE DOCUMENTS
d. IRON PIPE - NOM 12"∅ OR SMALLER) CAST OR DUCTILE IRON PIPE. 4. DEMOLITION OF EXISTING ELECTRICAL MATERIAL SHALL BE INCLUDED IN CONTRACTOR'S BID. REFER TO T
AND TO TRANSFORMER SCHEDULE FOR ADDITIONAL INFORMATION.
N
N
ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DEMOLITION. CHANGES PRIOR TO INSTALLATION FOR ACTUAL EQUIPMENT FURNISHED AT NO COST TO OWNER. REFER TO
1 1 e. COPPER TUBING - 4"∅ (OR SMALLER) TYPE "L" (OR HEAVIER) COPPER PIPE. MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT. The Contract Documents Issued for [Conceptual Design, Schematic
CONTROLLER.
Design, Design Development, Partial Construction Documents or Other
5. EXISTING WALLS THAT ARE TO BE DEMOLISHED. REMOVE CIRCUITS BACK TO NEAREST DEVICE ON SAME
f. COPPER PIPE - NOM 4"∅ (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 6. REFER TO HVAC/ELECTRICAL SCHEDULE FOR HVAC EQUIPMENT FEEDER SIZES UNLESS OTHERWISE NOTED ON Issuance up to Issued for Construction] are intended to be at that level of
CIRCUIT THAT SHALL REMAIN INTACT OR COMPLETELY BACK TO PANELBOARD. RECONNECT NEW WIRING CIRCUIT BREAKER IN NEMA 1R ENCLOSURE, SIZE AS INDICATED.
PLANS OR SCHEDULE. development and as such, may be neither complete nor coordinated. The
3 FIRE STOP SYSTEM - THE FIRE STOP SYSTEM SHALL CONSIST OF THE FOLLOWING: TO EXISTING DEVICES ON SAME CIRCUIT "DOWNSTREAM" IN ORDER THAT THEY OPERATE IN SAME MANNER
SECTION A-A AS BEFORE RENOVATION. [Construction Manager, Contractor, Design/Builder] is responsible for
1 HEAVY DUTY DISCONNECT SWITCH, "WP" INDICATES WEATHERPROOF NEMA 3R ENCLOSURE.
a. PACKING MATERIAL - MIN 3 1/2" THICKNESS OF TIGHTLY-PACKED MINERAL - WOOL BATT 7. ALL RECEPTACLES WITHIN (6'-0") OF PLUMBING FIXTURES SHALL BE PROVIDED WITH 5 MILLIAMP GROUND FAULT complete and coordinated pricing [and execution] of the Work, and shall
A INTERRUPTERS.
REFER TO SCHEDULES FOR FUSE REQUIREMENTS.
include items necessary for the proper execution and completion of the
MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP 6. REMOVE EXISTING FIRE ALARM SYSTEM FOR ENTIRE BUILDING, THIS INCLUDES ALL WIRING, DEVICES AND
SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE CONTROL PANELS. # MOTOR, (#) INDICATES HORSEPOWER IF APPLICABLE. Work, as shown, specified, reasonably inferred or required for a complete
THE REQUIRED THICKNESS OF FILL MATERIAL (ITEM 3B). 8. EDGE OF LIGHT SWITCH WALL PLATE SHALL NOT BE MORE THAN 4" AWAY FROM METAL/WOOD DOOR FRAME. Project. For Work of delegated designs; systems, assemblies,
7. THE CONTRACTOR SHALL REMOVE ALL EXISTING CEILING MOUNTED DEVICES OTHER THAN THOSE TO BE TYPICAL FOR SINGLE AND MULTI GANG WALL SWITCHES. components and materials shall comply with national, state and local code
b. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4" THICKNESS OF FILL MATERIAL L.E.D. FIXTURE, TYPE INDICATED. requirements. The [Construction Manager, Contractor, Design/Builder]
APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF REMOVED BY THE OWNER. CEILING MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS SHALL REMAIN IN
WALL. PLACE WITH TEMPORARY WIRE SUPPORTS DURING CONSTRUCTION. REINSTALL OR REPLACE CEILING 9. CONFIRM MOUNTING HEIGHTS AND COORDINATE LOCAITON OF ALL OUTLETS, SWICHES AND OTHER DEVICES WITH shall inform the Owner and Architect, in timely fashion, of any discovered
M
M
MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS PER THE CONTRACT DOCUMENTS IN NEW CEILING SYSTEM ARCHITECTURAL ELEVATIONS (FURNITURE LAYOUTS) PRIOR TO ROUGH-IN. L.E.D. FIXTURE, SWITCHED EMERGENCY, TYPE INDICATED. omissions, inconsistencies or errors in the Contract Documents.
FIRE STOP SYSTEMS INC. 4100 NS, 4100SL, 4800DW. IN THE SAME LOCATION AS THE EXISTING.
*BEARING THE UL CLASSIFICATION MARKING UNDERWRITERS LABORATORIES INC. 10. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT. L.E.D. FIXTURE, UNSWITCHED (NIGHT LIGHT) EMERGENCY, TYPE INDICATED.
8. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO STARTING DEMOLITION THOSE ITEMS THE OWNER
WILL REMOVE AND REINSTALL. 11. ALL WIRING SHALL BE IN METAL CONDUIT.
L.E.D. EXIT SIGN, TYPE INDICATED.
12. CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW LIGHT FIXTURES, RECEPTACLES, PANELBOARDS, ETC.
PIPE PENETRATION FOR FIRE RATED WALLS 9. THE CONTRACTOR SHALL LABEL AND STORE ALL EXISTING TO REMAIN CEILING MOUNTED DEVICES TO BE
WITH EXISTING STRUCTURE, PIPING, DUCTWORK, ETC. AND MAKE ADJUSTMENTS AS REQUIRED. S
TOGGLE SWITCH, "2" INDICATES 2 POLE, "3" INDICATES 3 WAY, "4" INDICATES 4 WAY, "P" INDICATES
1
RE-USED IN A SAFE, DRY AND CONDITIONED SPACE DURING CONSTRUCTION. REINSTALL DEVICES IN THE PILOT LIGHT, "M" INDICATES MANUAL MOTOR CONTROLLER.
NEW CEILING IN THEIR ORIGINAL LOCATIONS. REPORT AND COORDINATE ANY CONFLICTS WITH ARCHITECT. 1 POLE WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRMTS-1-G-FINISH.
SCALE: N.T.S. 13. PROVIDE SCALED DRAWINGS OF ALL ELECTRICAL ROOMS TO ELECTRICAL ENGINEER FOR APPROVAL PRIOR TO
SO1 APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
10. REMOVAL OF EXISTING CEILING MOUNTED DEVICES DURING CONSTRUCTION SHALL NOT IMPACT THE ORDERING EQUIPMENT. DRAWINGS MUST INSURE PROPER CLEARANCES ARE BEING MAINTAINED PER THE N.E.C.
WITH ACTUAL EQUIPMENT BEING INSTALLED. TYPICAL FOR ALL NEW AND EXISTING ELECTRICAL ROOMS. DIMMING WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRDDMMTS-2-FINISH.
SYSTEMS IN OTHER PARTS OF THE BUILDING NOT UNDER CONSTRUCTION (IE: THE REMOVAL OF A CEILING SOD APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
MOUNTED SPEAKER SHALL NOT DISABLE THE REMAINING SPEAKERS IN OTHER PARTS OF THE SCHOOL.) ISSUANCES
L
L
14. PROVIDE ARC FLASH LABELING FOR ALL ELECTRICAL EQUIPMENT PER N.E.C. AND N.F.P.A. 70E. SWITCHGEAR DIGITAL PROGRAMMABLE TIME SWITCH, CURRENT #TD300. APPROVED EQUALS BY SENSOR SWITCH
11. THE CONTRACTOR SHALL TEST ALL RE-INSTALLED DEVICES AND CONFIRM DEVICES AND SYSTEMS ARE IN MANUFACTURER SHALL PROVIDE COMPLETE ARC FLASH STUDY AND ALL EQUIPMENT LABELING. SDT AND WATTSTOPPER. No. Drawing Issue Description Date
WORKING ORDER. BRING TO THE ATTENTION OF THE OWNER AND ARCHITECT ANY DEVICES THAT FAIL. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-500. PROVIDE 1 50% CONSTRUCTION DOCUMENTS 07/27/2022
15. PROVIDE FINISHED COVER PLATES FOR ALL JUNCTION BOXES. O1
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER. 2 ISSUED TO DOE 03/14/2023
12. PROVIDE STAINLESS STEEL COVER PLATES FOR ALL EXISTING DEVICES BEING REMOVED.
ELECTRICAL LIGHT FIXTURE SCHEDULE 16. ALL JUNCTION BOXES AND COVER PLATES SHALL BE PAINTED AND LABELED. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-1000. PROVIDE 3 ISSUED FOR BID/PERMIT 04/20/2023
O2
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
17. ALL NEW BRANCH CIRCUITING BEING INSTALLED ON EXISTING WALLS TO BE IN EMT CONDUIT. PAINT AS REQUIRED CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-2000. PROVIDE
TO MATCH WALL. COORDINATE WITH ARCHITECT. O3
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LUMENS WATTAGE MOUNTING NOTES
18. TERMINATIONS (LUGS, TERMINAL BLOCKS, ETC.) IN CIRCUIT BREAKERS, DISCONNECT SWITCHES, LIGHTING HIGH CEILING MOUNTED, PASSIVE INFRARED OCCUPANCY SENSOR, CURRENT #WSP-SM. PERMIT SET, DATED
OH
PROVIDE POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
ELECTRICAL FIRE ALARM NOTES
LITHONIA, CONTACTORS, RELAYS, PANELBOARDS, TIME SWITCHES, ETC. SHALL BE RATED FOR 75°C IN TEMPERATURE. IF 04/20/2023
A1 1' x 4' LED FLAT PANEL CPX-1X4-AL07-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1
METALUX, COLUMBIA TERMINATIONS IN EQUIPMENT SUCH AS EXHAUST FANS, WATER HEATERS, AIR CONDITIONING UNITS, ETC. ARE DUPLEX RECEPTACLE, MOUNT AT 18" A.F.F. UNLESS NOTED OTHERWISE.
K
K
RATED FOR 60°C ONLY, THEN CONDUCTORS MUST BE DE-RATED AND USED IN COMPLIANCE WITH TABLE 310-16 OF
LITHONIA, CURRENT N.E.C. AND SIZED FOR THE 60°C COLUMN. DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTER, MOUNT AT 18" A.F.F. UNLESS NOTED
A1E 1' x 4' LED FLAT PANEL (EMERGENCY) CPX-1X4-AL07-SWW7-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3
METALUX, COLUMBIA OTHERWISE. "WP" INDICATES NEMA 3R WEATHERPROOF ENCLOSURE WITH "IN-USE" COVER.
1. AUDIBLE/VISUAL SIGNAL APPLIANCES SHALL COMPLY WITH THE REQUIREMENTS OF RULE 120-3-20.39 OF THE
19. BRANCH CIRCUIT CONDUCTORS SHALL BE SMALLER THAN #12 AND WHERE BRANCH CIRCUIT CONDUCTOR RUNS
LITHONIA, STATE ACCESSIBLITY CODE AND INTERNATIONAL FIRE CODE (2018) EDITION.
A2 2' x 4' LED FLAT PANEL CPX-2X4-AL07-SWW7-M2 ADJUSTABLE 50.0 RECESSED 1 FROM SOURCE (PANEL) TO THE LAST DEVICES ON THE CIRCUIT EXCEEDS 100'-0" IN LENGTH, THE CONDUCTORS F FIRE ALARM PULL STATION, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE SHALL BE #10 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. FOR RUNS OF 200'-0" IN LENGTH, THE
2. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT.
CONDUCTORS SHALL BE #8 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. THE ABOVE APPLIES TO 120- FIRE ALARM VISUAL STROBE, REFER TO SPECIFICATIONS.
LITHONIA, VOLT CIRCUITS ONLY.
A2E 2' x 4' LED FLAT PANEL (EMERGENCY) CPX-2X4-AL07-SWW7-IE10WCP ADJUSTABLE 50.0 RECESSED 1, 3
DUALLITE, SURELITE 3. ALL STROBES AND SPEAKER/STROBES HAVE SWITCH SELECTABLE CANDELA (15, 30, 60, 75 AND 110). AT THE
TIME OF INSTALLATION, SET ALL STROBES AND HORN/STROBES TO 110 CANDELA UNLESS NOTED S FIRE ALARM SPEAKER STROBE, REFER TO SPECIFICATIONS.
20. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT ELECTRICAL REQUIMENTS OF ALL MECHANICAL AND
LITHONIA, OTHERWISE. STATE ADA CODE REQUIRED A MINIMUM OF 75 CANDELA AT ALL LOCATIONS.
A3 2' x 2' LED FLAT PANEL CPX-2X2-AL08-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1 PLUMBING EQUIPMENT WITH THE MECHANICAL AND PLUMBING CONTRACTORS PRIOR TO PURCHASING
DUALLITE, SURELITE
EQUIPMENT. VERIFY THE ELECTRICAL REQUIREMENTS WITH THE EQUIPMENT FURNISHED (NAME PLATE S FIRE ALARM SPEAKER STROBE (WEATHERPROOF), REFER TO SPECIFICATIONS.
4. MOUNT ALL STROBES AND SPEAKER/STROBES AT 80" AFF OR 6" FROM THE CEILING, WHICH EVER IS LOWER.
LITHONIA, INFORMATION) AND MAKE CORRECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. COORDINATE
J
J
A3E 2' x 2' LED FLAT PANEL (EMERGENCY) CPX-2X2-AL08-SWW7-M4-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3 EQUIPMENT LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS AND CONTRACTORS PRIOR TO ROUGH-IN. S FIRE ALARM SMOKE DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 5. ALL HVAC DUCT MOUNTED SMOKE DETECTORS TO BE LOCATED ON THE EXTERIOR OF ASSOCIATED
DUCTWORK AND WITH EASY ACCESS PROVIDED FOR SERVICING AND TESTING.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- 21. CONTRACTOR SHALL ASSURE THAT ALL WORK CLEARANCES PER THE N.E.C. ARE MET OR EXCEEDED WITH
C1 1' x 4' LED VANDAL TROFFER 5,000 44.0 RECESSED - EQUIPMENT FURNISHED PRIOR TO ROUGH-IN. NOTIFY ARCHITECT OF ANY DISCRPENACIES WITH THE ELECTRICAL H FIRE ALARM HEAT DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 50K-80-WH 6. ALL WIRING SHALL BE INSTALLED IN EMT CONDUIT.
PLANS.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- S FIRE ALARM DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE, REFER TO SPECIFICATIONS.
C1E 1' x 4' LED VANDAL TROFFER (EMERGENCY) 5,000 44.0 RECESSED 3 7. PROVIDE CONNECTION TO POST SITE INDICATOR VALVE (P.I.V.).
DUALLITE, SURELITE 50K-80-E10WLCP-WH 22. BRANCH CIRCUITING WIRES SHALL NOT PASS THROUGH ELECTRICAL DEVICES (PANELS, DISCONNECT SWITCHES,
CONTACTORS, ETC.) OTHER THAN THOSE DESIGNED FOR THE USE AS A JUNCTION BOX. T SPRINKLER SYSTEM TAMPER SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
8. COORDINATE ALL WALL MOUNTED FIRE ALARM DEVICES IN CLASSROOMS PRIOR TO ROUGH-IN.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
C2 2' x 4' LED VANDAL TROFFER 7,000 58.5 RECESSED -
DUALLITE, SURELITE 50K-80-WH 23. WIRE NUTS ARE NOT PERMITTED WITHIN THE ELECTRICA PANEL OR ELECTRICAL DEVICES. ALL WIRING SHALL BE
9. MAINTAIN EXISTING FIRE ALARM SYSTEM DURING PHASING OF PROJECT. F SRINKLER SYSTEM FLOW SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
PULLED AT REQUIRED LENGTHS WITHOUT SPLICING.
ORG
C2E 2' x 4' LED VANDAL TROFFER (EMERGENCY)
DUALLITE, SURELITE 50K-80-E10WLCP-WH
7,000 58.5 RECESSED 3 10. REMOVE EXISTING FIRE ALARM SYSTEM INCLUDING CABLING. PROVIDE NEW FIRE ALARM SYSTEM PER
SPECIFICATIONS. SYSTEM REMOVAL SHALL FOLLOW PHASING PLAN. PATCH AND PAINT EXISTING WALLS
24. ALL FIRE ALARM CABLING SHALL BE INSTALLED IN EMT CONDUIT. K FIRE ALARM CONNECTION TO KITCHEN HOOD.
E EG
ISTERE D
H
H
IA
G
WHERE OLD FIRE ALARM DEVICES ARE REMOVED.
R
LITHONIA, 2VRTL-G-L24-5000LM-ICW-AP125FL-MVOLT-EZ1- 25. PROVIDE FINISHED STAINLESS STEEL COVER PLATE FOR ALL JUNCTION BOXES VISIBLE BELOW CEILING SPACE. C CARBON DIOXIDE DETECTOR, REFER TO SPECIFICATIONS. No. 5575
C3E 2' x 2' LED VANDAL TROFFER (EMERGENCY) 5,000 41.8 RECESSED 3
DUALLITE, SURELITE 50K-80-E10WLCP-WH PROFESSIONAL
11. FIRE ALARM SYSTEM SHALL INCLUDE TWO PROGRAMMED RELAYS TO SIGNAL "ALARM" AND "TROUBLE" TO
26. PROVIDE DRIP SHEILDS FOR ALL INTERIOR PANELBOARDS AND NEMA 3R COVER FOR ALL TRANSFORMERS. 4-12-23
LITHONIA, EMS SYSTEM. THE ALARM RELAY SHALL NOT RETURN TO NORMAL IF THE FIRE ALARM IS SILENCED BUT H MAGNETIC DOOR HOLD OPEN DEVICE.
EN
GIN EE R
EN
D1 4" LED DOWNLIGHT LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI ADJUSTABLE 25.0 RECESSED 2
RO
PRESCOLITE, PORTFOLIO STILL IN ALARM. THE TROUBLE RELAY SHALL CLOSE FOR ALL TROUBLES AND GROUND FAULTS.
NA
L D L. B O L D
27. BOILER DISCONNECT SHALL BE LOCK-OUT TYPE.
LITHONIA, 12. ALL DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED WITH KEY TESTING OPTION. TYPICAL FOR ALL
D1E 4" LED DOWNLIGHT (EMERGENCY) LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI-EM ADJUSTABLE 25.0 RECESSED 2, 3 THAT CAN BE ACCESSED FROM 10'-0" LADDER. ALL OVER THIS HEIGHT SHALL BE PROVIDED WITH MAGNETIC
PRESCOLITE, PORTFOLIO
TESTING OPTION.
LITHONIA,
D2 6" LED DOWNLIGHT LDN6-AL03-SWW1-L06AR-LSS-MVOLT-DALI ADJUSTABLE 38.0 RECESSED 2
PRESCOLITE, PORTFOLIO 13. PROVIDE ADDITIONAL RELAY FOR EACH DUCT MOUNTED SMOKE DETECTOR.
LITHONIA, 14. PROVIDE THREE FIRE ALARM CONNECTION LOOPS AT A MINIMUM.
LIGHTING CONTROL NOTES
G
G
G1 LED HIGH BAY CRPB-ALO13-UVOLT-SWW9-80CRI-DWH ADJUSTABLE 132.0 PENDANT -
DUALLITE, SURELITE
15. DEMOLITION SHALL INCLUDE FULL DEMOLITION OF ALL DUCT DETECTORS. PATCH ALL DUCT WORK AFTER
LITHONIA, CRPB-ALO13-UVOLT-SWW9-80CRI-DWH- DEVICE REMOVAL.
G1E LED HIGH BAY (EMERGENCY) ADJUSTABLE 132.0 PENDANT 3
DUALLITE, SURELITE RBAY-BLDE40WCP
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORY IN THE CORRECT LOCATION
16. FIRE ALARM VENDOR SHALL SUBMIT TO LOCAL FIRE MARSHALL FOR FIRE ALARM PERMIT. REQUIRED FOR A COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT-
L1 8'-0" LED LINEAR PENDANT 8,000 64.0 PENDANT 1, 4 CONTROLLED AREAS PER THE MANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE (90) TO ONE HUNDRED
LITE CONTROL, FOCAL PT WHTT-72A-RDCY-WHTCY-WCRD 17. NEW FIRE ALARM CONTROL PANEL SHALL BE CIRCUITED TO 120-VOLT, DEDICATED, EMERGENCY CIRCUIT. (100) PERCENT COVERAGE TO COMPLETELY COVER THE CONTROLLED AREA TO ACCOMMODATE ALL OCCUPANCY
EXTEND EXISTING CIRCUIT TO NEW FIRE ALARM PANEL LOCATION OR PROVIDE NEW CIRCUIT. HABITS OF SINGLE OR MULTIPLE OCCUPANTS AT ANY LOCATION WITHIN THE ROOM(S). THE LOCATIONS AND
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT-
L1E 8'-0" LED LINEAR PENDANT (EMERGENCY) 8,000 64.0 PENDANT 1, 3, 4 QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH
LITE CONTROL, FOCAL PT WHTT-E10WLCP-72A-RDCY-WHTCY-WCRD B1
18. MAINTAIN SERVICE ACCESS TO ALL DEVICES. ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO
LITHONIA, PROPERLY AND COMPLETELY COVER THE RESPECTIVE ROOM.
S1 4'-0" LED STRIP CSS-L48-ALO3-MVOLT-SWW3-80-WG ADJUSTABLE 43.9 CHAIN 1, 5 19. FIRE ALARM CABLING SHALL BE PLENUM RATED WITH RED TINT.
DUALLITE, SURELITE
F
F
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE A PRE-INSTALLATION MEETING WITH THE MANUFACTURER'S
LITHONIA, 20. PROVIDE FIRE ALARM CONNECTION AND 120 VOLT POWER TO ALL SMOKE DAMPERS. REFER TO FACTORY AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND
S1E 4'-0" LED STRIP (EMERGENCY) CSS-L48-AL03-MVOLT-SWW3-80-WG-IE10WCPHE ADJUSTABLE 43.9 CHAIN 1, 3, 5 MECHANICAL DRAWINGS FOR QUANTITY AND LOCATIONS.
DUALLITE, SURELITE INSTALLATION CRITERIA.
LITHONIA, 21. PROVIDE POLYCARBONATE COVER FOR MANUAL PULL STATIONS. STI 13320/13420 DEPENDING ON FLUSH OR 3. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE INSTALLATION SO AS TO ENSURE THE BEST POSSIBLE
X1 CAST ALUMINUM EXIT SIGN LE.S.W.#.R.120/277.UM - - UNIVERSAL 6 SURFACE MOUNT INSTALLATION. PROVIDE ALARM WITH-IN UNIT.
DUALLITE, SURELITE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATION OR
INTERFERENCE OF STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL ALSO PROVIDE AT THE OWNER'S A B2
LITHONIA, 22. FIRE ALARM SYSTEM AND ALL ASSOCIATED OPERATIONS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: FACILITY, THE TRAINING NECESSARY TO FAMILIARIZE THE OWNER'S PERSONNEL WITH THE OPERATION, USE,
XV VANDAL EXIT SIGN LV.S.W.#.R.120/277.UM - - UNIVERSAL 6
DUALLITE, SURELITE ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS OF THE OCCUPANCY SENSING DEVICES AND SYSTEMS.
A. INTERNATIONAL BUILDING CODE (2018) WITH GEORGIA AMENDMENTS (2020)
B. INTERNATIONAL FIRE CODE (2018) 4. ALL SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO
FIXTURE NOTES: C. GEORGIA ACCESSIBILITY CODE 120-3-20 (2010) INSTALLATION.
D. NFPA 70, NATIONAL ELECTRICAL CODE (2020)
1. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO HIGH LUMENS AND COLOR TEMPERATURE TO 5,000 CCT. E. NFPA 101, LIFE SAFETY CODE (2018)
C
E
E
5. ALL ULTRASONIC CEILING MOUNTED SENSORS SHALL BE LOCATED A MINIMUM OF 6'-0" FROM HVAC SUPPLY AND
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION. F. OTHER APPLICABLE NFPA STANDARDS RETURN DIFFUSERS.
2. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO MEDIUM LUMENS AND COLOR TEMPERATURE TO 5,000 CCT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS. ALL DEVICES SHALL
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION.
BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND NATIONAL CODES.
3. PROVIDE OPTIONAL EMERGENCY LED DRIVER AS INDICATED.
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT
7. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE
MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR
4. PROVIDE 10'-0" SAFETY CABLE, LITHONIA #JCBLSC120.
PLACEMENT TO ENSURE A TROUBLE-FREE OCCUPANCY-BASED LIGHTING CONTROL SYSTEM. THIS SERVICE SHALL
BE PROVIDED AT NO ADDITIONAL COST.
5. PROVIDE (1) PAIR 10'-0" ADJUSTABLE AIRCRAFT CABLE, LITHONIA #ZACVH-100. FIXTURES TO BE MOUNTED IN OPEN CEILING AT 10'-0" AFF. COORDINATE INSTALLATION WITH STRUCTURE, DUCT
WORK, AND PIPING ABOVE.
8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BOTH THE MANUFACTURER AND THE ELECTRICAL ENGINEER WITH
TEN WORKING DAYS WRITTEN NOTICE OF THE SCHEDULED COMMISSIONING DATE. UPON COMPLETION OF THE
WOODRIDGE ELEMENTARY
6. REFER TO DRAWINGS FOR NUMBER OF FACES AND DIRECTIONAL ARROWS.
SCHOOL MAJOR BUILDING
D
D
SYSTEM FINE-TUNING THE FACTORY AUTHORIZED TECHNICIAN SHALL PROVIDE THE PROPER TRAINING TO THE
C:\Egnyte\Shared\Drawings\9200's\9212 - Woodbridge ES\Revit\9212-Electrical (R21).rvt
OWNER'S PERSONNEL IN THE ADJUSTMENT AND MAINTENANCE OF THE SENSORS.
9. SUBMIT DRAWINGS SHOWING LOCATIONS OF ALL OCCUPANCY SENSORS AND COVERAGE PATTERNS. SYSTEM REPLACEMENT
10. CONTRACTOR SHALL PROVIDE 10% SPARE OCCUPANCY SENSORS.
11. PROVIDE THE FOLLOWING TIME SETTINGS FOR DIGITAL TIMER SWITCHES:
A. MECHANICAL ROOMS - 2 HOURS
B.
C.
ELECTRICAL ROOMS - 2 HOURS
IDF ROOMS - 1 HOUR
4120 CEDAR RIDGE TRAIL
SHEET NUMBER: E1.01 - ELECTRICAL LEGEND, NOTES, DETAILS AND SCHEDULES
D. MDF ROOMS - 1 HOUR ♦
C
C
E. MECHANICAL MEZZANINES - 3 HOURS
F. EQUIPMENT STORAGE ROOMS - 1 HOUR DEKALB COUNTY SCHOOL DISTRICT
12. PROVIDE THE FOLLOWING TIME SETTINGS FOR OCCUPANCY SENSORS:
A.
B.
CORRIDORS - 30 MINUTES
LOBBIES - 30 MINUTES
ELECTRICAL LEGEND, NOTES,
C.
D.
GANG RESTROOMS - 15 MINUTES
CLASSROOMS - 15 MINUTES DETAILS AND SCHEDULES
E. MEDIA CENTER MAIN AREAS - 30 MINUTES
F. MEDIA CENTER OFFICES AND AUXILIARY AREAS - 15 MINUTES
G. OFFICES - 15 MINUTES
H. CAFETERIAS - 30 MINUTES
I. KITCHEN MAIN AREAS - 30 MINUTES
B
B
J. KITCHEN AUXILIARY AREAS - 15 MINUTES
K. STORAGE/STOCK ROOMS - 15 MINUTES
L. ALL OTHER AREAS NOT LISTED - 15 MINUTES RONALD L. BOLDEN 20210314
Principal-in-Charge Project No.
JEFF WILLIAMS 04/12/23
Project Manager Date
MATT FORRESTER
4/12/2023 4:40:05 PM
Project Architect
Staff Architect
E1.01
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THROUGH - PENETRATION FIRE STOP SYSTEMS
SYSTEM NO. C-AJ-1238
ELECTRICAL DEMOLITION NOTES ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND
"F" RATING 2HR
"T" RATING 1/4HR HOMERUN TO PANELBOARD, LETTER INDICATES PANEL DESIGNATION. NUMBER INDICATES
1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE AS DIRECTED ALL ELECTRICAL APPURTENANCES CIRCUIT NUMBER, SLASH MARKS INDICATES NUMBER OF CONDUCTORS IN SIZE CONDUIT AS
A 1 FLOOR OR WALL ASSEMBLY - MIN 5" THICK NORMAL WEIGHT (150 PCF) CONCRETE. WALL MAY ASSOCIATED WITH NEW CONSTRUCTION. DIVERT, EXTEND, RE-ROUTE, REPLACE, RECONNECT, OR 1. ALL WORK SHALL BE IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE WITH GEORGIA AMMENDMENTS
REQUIRED BY N.E.C. (NO SLASH MARKS INDICATES 2#12, 1#12G, 1/2"C. ( ) INDICATES GREEN
ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING OTHERWISE MAKE GOOD AND LEAVE IN SAFE WORKING ORDER ALL PORTIONS OF THE EXISTING AND THE 2020 NATIONAL ELECTRICAL CODE.
IS 14". GROUND CONDUCTOR. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT.
ELECTRICAL INSTALLATION REQUIRED TO REMAIN IN USE DURING AND/OR AFTER THE COMPLETION OF
P
P
WORK. 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED PROJECT TO INSPECT THE EXISTING CONDITIONS
2 THROUGH PENETRATES - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONDUIT CONCEALED IN CEILING OR WALL.
AND DETERMINE THE SCOPE OF HIS WORK AND THE EXTENT OF DEMOLITION AND RENOVATION WORK. THE SITE
CONCENTICALLY OR ECCENTRICITY WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE INSPECTION SHALL BE MADE PRIOR TO SUBMITTING BID FOR THE PROPOSED PROJECT. NO COMPENSATION WILL
BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING SHALL BE MIN 1/4" TO 2. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE REMOVAL AND DISPOSAL OF ALL EXISTING CONDUIT CONCEALED IN SLAB OR BELOW GRADE, 3/4" MINIMUM.
2
MAX 1". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR ELECTRICAL MATERIAL WHICH IS NOT TO BE REUSED ON THE PROJECT. CONTRACTOR SHALL REMOVE AND BE ALLOWED FOR FAILURE TO INSPECT THE SITE. CONTRACTOR SHALL INFORM ARCHITECT PRIOR TO BIDDING OF
2 WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR STORE ANY ELECTRICAL MATERIAL IF SO DIRECTED BY AGL. PATCH AND PAINT WALLS AND CEILINGS AS DISCREPANCIES WHICH EXIST BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. ALL SITE VISITS TO BE
TUBING MAY BE USED: REQUIRED BY REMOVALS OF APPURTENANCES. COORDINATE WITH ARCHITECT. SCHEDULED WITH SCHOOL STAFF BEFORE ARRIVING AT SITE. CONDUIT EXPOSED.
3a a. STEEL PIPE - NOM 12"∅ (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES.
3. WORK IS TO BE CARRIED OUT WITHOUT UNNECESSARY INTERFERENCE WITH EXISTING FACILITIES AND ELECTRICAL PANELBOARD, 277/480 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED.
b. CONDUIT - NOM 6"∅ (OR SMALLER) RIGID STEEL CONDUIT. OPERATIONS. POWER INTERRUPTIONS SHALL BE SCHEDULED WITH APS AND SHALL BE TAKEN ONLY
3b DURING THOSE PERIODS WHICH HE HAS APPROVED IN WRITING. COORDINATE EXACT PHASING OF 4. REFER TO RISER DIAGRAM FOR PANELBOARD FEEDER SIZES.
ELECTRICAL PANELBOARD, 120/208 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED. © 2022 BOLDEN-WILLIAMS & ASSOCIATES
c. CONDUIT - NOM 4"∅ (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. CONSTRUCTION WITH ARCHITECT. MINIMUM 10 DAYS ADVANCE NOTICE.
5. OVERCURRENT PROTECTION, WIRE SIZE AND NUMBER OF CONNECTION POINTS FOR MECHANICAL HVAC
EQUIPMENT IS FOR ITEMS AS SPECIFIED. COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY DRY TYPE PAD/SUSPENDED TRANSFORMER. REFER TO PLANS FOR APPROXIMATE LOCATIONS SCOPE DOCUMENTS
d. IRON PIPE - NOM 12"∅ OR SMALLER) CAST OR DUCTILE IRON PIPE. 4. DEMOLITION OF EXISTING ELECTRICAL MATERIAL SHALL BE INCLUDED IN CONTRACTOR'S BID. REFER TO T
AND TO TRANSFORMER SCHEDULE FOR ADDITIONAL INFORMATION.
N
N
ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DEMOLITION. CHANGES PRIOR TO INSTALLATION FOR ACTUAL EQUIPMENT FURNISHED AT NO COST TO OWNER. REFER TO
1 1 e. COPPER TUBING - 4"∅ (OR SMALLER) TYPE "L" (OR HEAVIER) COPPER PIPE. MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT. The Contract Documents Issued for [Conceptual Design, Schematic
CONTROLLER.
Design, Design Development, Partial Construction Documents or Other
5. EXISTING WALLS THAT ARE TO BE DEMOLISHED. REMOVE CIRCUITS BACK TO NEAREST DEVICE ON SAME
f. COPPER PIPE - NOM 4"∅ (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 6. REFER TO HVAC/ELECTRICAL SCHEDULE FOR HVAC EQUIPMENT FEEDER SIZES UNLESS OTHERWISE NOTED ON Issuance up to Issued for Construction] are intended to be at that level of
CIRCUIT THAT SHALL REMAIN INTACT OR COMPLETELY BACK TO PANELBOARD. RECONNECT NEW WIRING CIRCUIT BREAKER IN NEMA 1R ENCLOSURE, SIZE AS INDICATED.
TO EXISTING DEVICES ON SAME CIRCUIT "DOWNSTREAM" IN ORDER THAT THEY OPERATE IN SAME MANNER PLANS OR SCHEDULE. development and as such, may be neither complete nor coordinated. The
3 FIRE STOP SYSTEM - THE FIRE STOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
SECTION A-A AS BEFORE RENOVATION. [Construction Manager, Contractor, Design/Builder] is responsible for
1 HEAVY DUTY DISCONNECT SWITCH, "WP" INDICATES WEATHERPROOF NEMA 3R ENCLOSURE.
a. PACKING MATERIAL - MIN 3 1/2" THICKNESS OF TIGHTLY-PACKED MINERAL - WOOL BATT 7. ALL RECEPTACLES WITHIN (6'-0") OF PLUMBING FIXTURES SHALL BE PROVIDED WITH 5 MILLIAMP GROUND FAULT complete and coordinated pricing [and execution] of the Work, and shall
A INTERRUPTERS.
REFER TO SCHEDULES FOR FUSE REQUIREMENTS.
MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP 6. REMOVE EXISTING FIRE ALARM SYSTEM FOR ENTIRE BUILDING, THIS INCLUDES ALL WIRING, DEVICES AND include items necessary for the proper execution and completion of the
SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE CONTROL PANELS. # MOTOR, (#) INDICATES HORSEPOWER IF APPLICABLE. Work, as shown, specified, reasonably inferred or required for a complete
THE REQUIRED THICKNESS OF FILL MATERIAL (ITEM 3B). 8. EDGE OF LIGHT SWITCH WALL PLATE SHALL NOT BE MORE THAN 4" AWAY FROM METAL/WOOD DOOR FRAME. Project. For Work of delegated designs; systems, assemblies,
7. THE CONTRACTOR SHALL REMOVE ALL EXISTING CEILING MOUNTED DEVICES OTHER THAN THOSE TO BE TYPICAL FOR SINGLE AND MULTI GANG WALL SWITCHES. components and materials shall comply with national, state and local code
b. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4" THICKNESS OF FILL MATERIAL L.E.D. FIXTURE, TYPE INDICATED. requirements. The [Construction Manager, Contractor, Design/Builder]
APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF REMOVED BY THE OWNER. CEILING MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS SHALL REMAIN IN
WALL. PLACE WITH TEMPORARY WIRE SUPPORTS DURING CONSTRUCTION. REINSTALL OR REPLACE CEILING 9. CONFIRM MOUNTING HEIGHTS AND COORDINATE LOCAITON OF ALL OUTLETS, SWICHES AND OTHER DEVICES WITH shall inform the Owner and Architect, in timely fashion, of any discovered
M
M
MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS PER THE CONTRACT DOCUMENTS IN NEW CEILING SYSTEM ARCHITECTURAL ELEVATIONS (FURNITURE LAYOUTS) PRIOR TO ROUGH-IN. L.E.D. FIXTURE, SWITCHED EMERGENCY, TYPE INDICATED. omissions, inconsistencies or errors in the Contract Documents.
FIRE STOP SYSTEMS INC. 4100 NS, 4100SL, 4800DW. IN THE SAME LOCATION AS THE EXISTING.
*BEARING THE UL CLASSIFICATION MARKING UNDERWRITERS LABORATORIES INC. 10. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT. L.E.D. FIXTURE, UNSWITCHED (NIGHT LIGHT) EMERGENCY, TYPE INDICATED.
8. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO STARTING DEMOLITION THOSE ITEMS THE OWNER
WILL REMOVE AND REINSTALL. 11. ALL WIRING SHALL BE IN METAL CONDUIT.
L.E.D. EXIT SIGN, TYPE INDICATED.
12. CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW LIGHT FIXTURES, RECEPTACLES, PANELBOARDS, ETC.
PIPE PENETRATION FOR FIRE RATED WALLS 9. THE CONTRACTOR SHALL LABEL AND STORE ALL EXISTING TO REMAIN CEILING MOUNTED DEVICES TO BE
WITH EXISTING STRUCTURE, PIPING, DUCTWORK, ETC. AND MAKE ADJUSTMENTS AS REQUIRED. S
TOGGLE SWITCH, "2" INDICATES 2 POLE, "3" INDICATES 3 WAY, "4" INDICATES 4 WAY, "P" INDICATES
1
RE-USED IN A SAFE, DRY AND CONDITIONED SPACE DURING CONSTRUCTION. REINSTALL DEVICES IN THE PILOT LIGHT, "M" INDICATES MANUAL MOTOR CONTROLLER.
NEW CEILING IN THEIR ORIGINAL LOCATIONS. REPORT AND COORDINATE ANY CONFLICTS WITH ARCHITECT. 1 POLE WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRMTS-1-G-FINISH.
SCALE: N.T.S. 13. PROVIDE SCALED DRAWINGS OF ALL ELECTRICAL ROOMS TO ELECTRICAL ENGINEER FOR APPROVAL PRIOR TO
SO1 APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
10. REMOVAL OF EXISTING CEILING MOUNTED DEVICES DURING CONSTRUCTION SHALL NOT IMPACT THE ORDERING EQUIPMENT. DRAWINGS MUST INSURE PROPER CLEARANCES ARE BEING MAINTAINED PER THE N.E.C.
SYSTEMS IN OTHER PARTS OF THE BUILDING NOT UNDER CONSTRUCTION (IE: THE REMOVAL OF A CEILING WITH ACTUAL EQUIPMENT BEING INSTALLED. TYPICAL FOR ALL NEW AND EXISTING ELECTRICAL ROOMS. DIMMING WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRDDMMTS-2-FINISH.
SOD APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
MOUNTED SPEAKER SHALL NOT DISABLE THE REMAINING SPEAKERS IN OTHER PARTS OF THE SCHOOL.) ISSUANCES
L
L
14. PROVIDE ARC FLASH LABELING FOR ALL ELECTRICAL EQUIPMENT PER N.E.C. AND N.F.P.A. 70E. SWITCHGEAR DIGITAL PROGRAMMABLE TIME SWITCH, CURRENT #TD300. APPROVED EQUALS BY SENSOR SWITCH
11. THE CONTRACTOR SHALL TEST ALL RE-INSTALLED DEVICES AND CONFIRM DEVICES AND SYSTEMS ARE IN MANUFACTURER SHALL PROVIDE COMPLETE ARC FLASH STUDY AND ALL EQUIPMENT LABELING. SDT AND WATTSTOPPER. No. Drawing Issue Description Date
WORKING ORDER. BRING TO THE ATTENTION OF THE OWNER AND ARCHITECT ANY DEVICES THAT FAIL. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-500. PROVIDE 1 50% CONSTRUCTION DOCUMENTS 07/27/2022
15. PROVIDE FINISHED COVER PLATES FOR ALL JUNCTION BOXES. O1
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER. 2 ISSUED TO DOE 03/14/2023
12. PROVIDE STAINLESS STEEL COVER PLATES FOR ALL EXISTING DEVICES BEING REMOVED.
ELECTRICAL LIGHT FIXTURE SCHEDULE 16. ALL JUNCTION BOXES AND COVER PLATES SHALL BE PAINTED AND LABELED. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-1000. PROVIDE 3 ISSUED FOR BID/PERMIT 04/20/2023
O2
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER. 4 ADDENDUM #1 05/23/2023
17. ALL NEW BRANCH CIRCUITING BEING INSTALLED ON EXISTING WALLS TO BE IN EMT CONDUIT. PAINT AS REQUIRED CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-2000. PROVIDE
TO MATCH WALL. COORDINATE WITH ARCHITECT. O3
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LUMENS WATTAGE MOUNTING NOTES
18. TERMINATIONS (LUGS, TERMINAL BLOCKS, ETC.) IN CIRCUIT BREAKERS, DISCONNECT SWITCHES, LIGHTING HIGH CEILING MOUNTED, PASSIVE INFRARED OCCUPANCY SENSOR, CURRENT #WSP-SM.
OH
PROVIDE POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
ELECTRICAL FIRE ALARM NOTES
LITHONIA, CONTACTORS, RELAYS, PANELBOARDS, TIME SWITCHES, ETC. SHALL BE RATED FOR 75°C IN TEMPERATURE. IF
A1 1' x 4' LED FLAT PANEL CPX-1X4-AL07-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1
METALUX, COLUMBIA TERMINATIONS IN EQUIPMENT SUCH AS EXHAUST FANS, WATER HEATERS, AIR CONDITIONING UNITS, ETC. ARE DUPLEX RECEPTACLE, MOUNT AT 18" A.F.F. UNLESS NOTED OTHERWISE.
K
K
ADDENDUM #001 SET,
RATED FOR 60°C ONLY, THEN CONDUCTORS MUST BE DE-RATED AND USED IN COMPLIANCE WITH TABLE 310-16 OF
LITHONIA, CURRENT N.E.C. AND SIZED FOR THE 60°C COLUMN. DATED 05/23/2023
A1E 1' x 4' LED FLAT PANEL (EMERGENCY) CPX-1X4-AL07-SWW7-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3 DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTER, MOUNT AT 18" A.F.F. UNLESS NOTED
METALUX, COLUMBIA OTHERWISE. "WP" INDICATES NEMA 3R WEATHERPROOF ENCLOSURE WITH "IN-USE" COVER.
1. AUDIBLE/VISUAL SIGNAL APPLIANCES SHALL COMPLY WITH THE REQUIREMENTS OF RULE 120-3-20.39 OF THE
19. BRANCH CIRCUIT CONDUCTORS SHALL BE SMALLER THAN #12 AND WHERE BRANCH CIRCUIT CONDUCTOR RUNS
LITHONIA, STATE ACCESSIBLITY CODE AND INTERNATIONAL FIRE CODE (2018) EDITION.
A2 2' x 4' LED FLAT PANEL CPX-2X4-AL07-SWW7-M2 ADJUSTABLE 50.0 RECESSED 1 FROM SOURCE (PANEL) TO THE LAST DEVICES ON THE CIRCUIT EXCEEDS 100'-0" IN LENGTH, THE CONDUCTORS F FIRE ALARM PULL STATION, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE SHALL BE #10 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. FOR RUNS OF 200'-0" IN LENGTH, THE
2. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT.
CONDUCTORS SHALL BE #8 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. THE ABOVE APPLIES TO 120- FIRE ALARM VISUAL STROBE, REFER TO SPECIFICATIONS.
LITHONIA, VOLT CIRCUITS ONLY.
A2E 2' x 4' LED FLAT PANEL (EMERGENCY) CPX-2X4-AL07-SWW7-IE10WCP ADJUSTABLE 50.0 RECESSED 1, 3
DUALLITE, SURELITE 3. ALL STROBES AND SPEAKER/STROBES HAVE SWITCH SELECTABLE CANDELA (15, 30, 60, 75 AND 110). AT THE
TIME OF INSTALLATION, SET ALL STROBES AND HORN/STROBES TO 110 CANDELA UNLESS NOTED S FIRE ALARM SPEAKER STROBE, REFER TO SPECIFICATIONS.
20. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT ELECTRICAL REQUIMENTS OF ALL MECHANICAL AND
LITHONIA, OTHERWISE. STATE ADA CODE REQUIRED A MINIMUM OF 75 CANDELA AT ALL LOCATIONS.
A3 2' x 2' LED FLAT PANEL CPX-2X2-AL08-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1 PLUMBING EQUIPMENT WITH THE MECHANICAL AND PLUMBING CONTRACTORS PRIOR TO PURCHASING
DUALLITE, SURELITE
EQUIPMENT. VERIFY THE ELECTRICAL REQUIREMENTS WITH THE EQUIPMENT FURNISHED (NAME PLATE S FIRE ALARM SPEAKER STROBE (WEATHERPROOF), REFER TO SPECIFICATIONS.
4. MOUNT ALL STROBES AND SPEAKER/STROBES AT 80" AFF OR 6" FROM THE CEILING, WHICH EVER IS LOWER.
LITHONIA, INFORMATION) AND MAKE CORRECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. COORDINATE
J
J
A3E 2' x 2' LED FLAT PANEL (EMERGENCY) CPX-2X2-AL08-SWW7-M4-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3 EQUIPMENT LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS AND CONTRACTORS PRIOR TO ROUGH-IN. S FIRE ALARM SMOKE DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 5. ALL HVAC DUCT MOUNTED SMOKE DETECTORS TO BE LOCATED ON THE EXTERIOR OF ASSOCIATED
DUCTWORK AND WITH EASY ACCESS PROVIDED FOR SERVICING AND TESTING.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- 21. CONTRACTOR SHALL ASSURE THAT ALL WORK CLEARANCES PER THE N.E.C. ARE MET OR EXCEEDED WITH
C1 1' x 4' LED VANDAL TROFFER 5,000 44.0 RECESSED - EQUIPMENT FURNISHED PRIOR TO ROUGH-IN. NOTIFY ARCHITECT OF ANY DISCRPENACIES WITH THE ELECTRICAL H FIRE ALARM HEAT DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 50K-80-WH 6. ALL WIRING SHALL BE INSTALLED IN EMT CONDUIT.
PLANS.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- S FIRE ALARM DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE, REFER TO SPECIFICATIONS.
C1E 1' x 4' LED VANDAL TROFFER (EMERGENCY) 5,000 44.0 RECESSED 3 7. PROVIDE CONNECTION TO POST SITE INDICATOR VALVE (P.I.V.).
DUALLITE, SURELITE 50K-80-E10WLCP-WH 22. BRANCH CIRCUITING WIRES SHALL NOT PASS THROUGH ELECTRICAL DEVICES (PANELS, DISCONNECT SWITCHES,
CONTACTORS, ETC.) OTHER THAN THOSE DESIGNED FOR THE USE AS A JUNCTION BOX. T SPRINKLER SYSTEM TAMPER SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
8. COORDINATE ALL WALL MOUNTED FIRE ALARM DEVICES IN CLASSROOMS PRIOR TO ROUGH-IN.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
C2 2' x 4' LED VANDAL TROFFER 7,000 58.5 RECESSED -
DUALLITE, SURELITE 50K-80-WH 23. WIRE NUTS ARE NOT PERMITTED WITHIN THE ELECTRICA PANEL OR ELECTRICAL DEVICES. ALL WIRING SHALL BE
9. MAINTAIN EXISTING FIRE ALARM SYSTEM DURING PHASING OF PROJECT. F SRINKLER SYSTEM FLOW SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
PULLED AT REQUIRED LENGTHS WITHOUT SPLICING.
ORG
C2E 2' x 4' LED VANDAL TROFFER (EMERGENCY)
DUALLITE, SURELITE 50K-80-E10WLCP-WH
7,000 58.5 RECESSED 3 10. REMOVE EXISTING FIRE ALARM SYSTEM INCLUDING CABLING. PROVIDE NEW FIRE ALARM SYSTEM PER
SPECIFICATIONS. SYSTEM REMOVAL SHALL FOLLOW PHASING PLAN. PATCH AND PAINT EXISTING WALLS
24. ALL FIRE ALARM CABLING SHALL BE INSTALLED IN EMT CONDUIT. K FIRE ALARM CONNECTION TO KITCHEN HOOD.
E EG
ISTERE D
H
H
IA
G
WHERE OLD FIRE ALARM DEVICES ARE REMOVED.
R
LITHONIA, 2VRTL-G-L24-5000LM-ICW-AP125FL-MVOLT-EZ1- 25. PROVIDE FINISHED STAINLESS STEEL COVER PLATE FOR ALL JUNCTION BOXES VISIBLE BELOW CEILING SPACE. C CARBON DIOXIDE DETECTOR, REFER TO SPECIFICATIONS. No. 5575
C3E 2' x 2' LED VANDAL TROFFER (EMERGENCY) 5,000 41.8 RECESSED 3
DUALLITE, SURELITE 50K-80-E10WLCP-WH PROFESSIONAL
11. FIRE ALARM SYSTEM SHALL INCLUDE TWO PROGRAMMED RELAYS TO SIGNAL "ALARM" AND "TROUBLE" TO
26. PROVIDE DRIP SHEILDS FOR ALL INTERIOR PANELBOARDS AND NEMA 3R COVER FOR ALL TRANSFORMERS. 5-22-23
LITHONIA, EMS SYSTEM. THE ALARM RELAY SHALL NOT RETURN TO NORMAL IF THE FIRE ALARM IS SILENCED BUT H MAGNETIC DOOR HOLD OPEN DEVICE.
EN
GIN EE R
EN
D1 4" LED DOWNLIGHT LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI ADJUSTABLE 25.0 RECESSED 2
RO
PRESCOLITE, PORTFOLIO STILL IN ALARM. THE TROUBLE RELAY SHALL CLOSE FOR ALL TROUBLES AND GROUND FAULTS.
27. BOILER DISCONNECT SHALL BE LOCK-OUT TYPE. NA
LITHONIA, 12. ALL DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED WITH KEY TESTING OPTION. TYPICAL FOR ALL
L D L. B O L D
D1E 4" LED DOWNLIGHT (EMERGENCY) LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI-EM ADJUSTABLE 25.0 RECESSED 2, 3 28. PROVIDE 120-VOLT CONNECTION TO MOTORIZED SMOKE DAMPERS. PROVIDE FIRE ALARM CONNECTION TO EACH
PRESCOLITE, PORTFOLIO THAT CAN BE ACCESSED FROM 10'-0" LADDER. ALL OVER THIS HEIGHT SHALL BE PROVIDED WITH MAGNETIC
SMOKE DETECTOR. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.
TESTING OPTION.
LITHONIA, 4
D2 6" LED DOWNLIGHT LDN6-AL03-SWW1-L06AR-LSS-MVOLT-DALI ADJUSTABLE 38.0 RECESSED 2 29. ELECTRICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL BOX ROUGH-IN AND CONDUIT STUB-OUT FOR THE
PRESCOLITE, PORTFOLIO 13. PROVIDE ADDITIONAL RELAY FOR EACH DUCT MOUNTED SMOKE DETECTOR.
ROOM SENSORS/THERMOSTATS AS SHOWN ON THE MECHANICAL DRAWINGS. DIVISION 23 AUTOMATIC
LITHONIA, TEMPERATURE CONTROL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT
14. PROVIDE THREE FIRE ALARM CONNECTION LOOPS AT A MINIMUM.
G
G
G1 LED HIGH BAY CRPB-ALO13-UVOLT-SWW9-80CRI-DWH ADJUSTABLE 132.0 PENDANT - LOCATIONS AND TYPE ELECTRICAL BOX REQUIRED (I.E. SINGLE GANG, DOUBLE GANG) AND MOUNTING METHOD
DUALLITE, SURELITE
(VERTICAL/HORIZONTAL). BAS VENDOR SHALL BE SOLELY REPONSIBLE FOR ALL WIRING, CONDUIT AND WIREMOLD
15. DEMOLITION SHALL INCLUDE FULL DEMOLITION OF ALL DUCT DETECTORS. PATCH ALL DUCT WORK AFTER
LITHONIA, CRPB-ALO13-UVOLT-SWW9-80CRI-DWH- (WHERE ALLOWED) FOR ALL CONTROLS WORK ASSOCIATED WITH NOTE. ANY OUTSOURCING OF WORK FOR
G1E LED HIGH BAY (EMERGENCY) ADJUSTABLE 132.0 PENDANT 3 DEVICE REMOVAL.
DUALLITE, SURELITE RBAY-BLDE40WCP ROUGH-IN SHALL BE HANDLED DIRECTLY BY BAS AND ELECTRICAL CONTRACTOR PRIOR TO BIDDING WORK. THE
COST ASSOCIATED WITH THE ROUGH-IN FOR BAS WHETHER BY ELECTRICAL CONTRACTOR OR OUTSOURCED
16. FIRE ALARM VENDOR SHALL SUBMIT TO LOCAL FIRE MARSHALL FOR FIRE ALARM PERMIT.
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT- SHOULD BE REPRESENTED IN THE BAS VENDOR BID.
L1 8'-0" LED LINEAR PENDANT 8,000 64.0 PENDANT 1, 4
LITE CONTROL, FOCAL PT WHTT-72A-RDCY-WHTCY-WCRD 17. NEW FIRE ALARM CONTROL PANEL SHALL BE CIRCUITED TO 120-VOLT, DEDICATED, EMERGENCY CIRCUIT.
EXTEND EXISTING CIRCUIT TO NEW FIRE ALARM PANEL LOCATION OR PROVIDE NEW CIRCUIT.
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT-
L1E 8'-0" LED LINEAR PENDANT (EMERGENCY) 8,000 64.0 PENDANT 1, 3, 4
LITE CONTROL, FOCAL PT WHTT-E10WLCP-72A-RDCY-WHTCY-WCRD B1
18. MAINTAIN SERVICE ACCESS TO ALL DEVICES.
LITHONIA,
S1 4'-0" LED STRIP
DUALLITE, SURELITE
CSS-L48-ALO3-MVOLT-SWW3-80-WG ADJUSTABLE 43.9 CHAIN 1, 5 19. FIRE ALARM CABLING SHALL BE PLENUM RATED WITH RED TINT.
LIGHTING CONTROL NOTES
F
F
LITHONIA, 20. PROVIDE FIRE ALARM CONNECTION AND 120 VOLT POWER TO ALL SMOKE DAMPERS. REFER TO
S1E 4'-0" LED STRIP (EMERGENCY) CSS-L48-AL03-MVOLT-SWW3-80-WG-IE10WCPHE ADJUSTABLE 43.9 CHAIN 1, 3, 5 MECHANICAL DRAWINGS FOR QUANTITY AND LOCATIONS.
DUALLITE, SURELITE
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORY IN THE CORRECT LOCATION
LITHONIA, 21. PROVIDE POLYCARBONATE COVER FOR MANUAL PULL STATIONS. STI 13320/13420 DEPENDING ON FLUSH OR REQUIRED FOR A COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF
X1 CAST ALUMINUM EXIT SIGN LE.S.W.#.R.120/277.UM - - UNIVERSAL 6 SURFACE MOUNT INSTALLATION. PROVIDE ALARM WITH-IN UNIT.
DUALLITE, SURELITE CONTROLLED AREAS PER THE MANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE (90) TO ONE HUNDRED
(100) PERCENT COVERAGE TO COMPLETELY COVER THE CONTROLLED AREA TO ACCOMMODATE ALL OCCUPANCY A B2
LITHONIA, 22. FIRE ALARM SYSTEM AND ALL ASSOCIATED OPERATIONS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: HABITS OF SINGLE OR MULTIPLE OCCUPANTS AT ANY LOCATION WITHIN THE ROOM(S). THE LOCATIONS AND
XV VANDAL EXIT SIGN LV.S.W.#.R.120/277.UM - - UNIVERSAL 6
DUALLITE, SURELITE QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH
A. INTERNATIONAL BUILDING CODE (2018) WITH GEORGIA AMENDMENTS (2020) ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO
B. INTERNATIONAL FIRE CODE (2018) PROPERLY AND COMPLETELY COVER THE RESPECTIVE ROOM.
FIXTURE NOTES: C. GEORGIA ACCESSIBILITY CODE 120-3-20 (2010)
D. NFPA 70, NATIONAL ELECTRICAL CODE (2020) 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE A PRE-INSTALLATION MEETING WITH THE MANUFACTURER'S
1. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO HIGH LUMENS AND COLOR TEMPERATURE TO 5,000 CCT. E. NFPA 101, LIFE SAFETY CODE (2018)
C
E
E
FACTORY AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION. F. OTHER APPLICABLE NFPA STANDARDS INSTALLATION CRITERIA.
2. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO MEDIUM LUMENS AND COLOR TEMPERATURE TO 5,000 CCT.
3. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE INSTALLATION SO AS TO ENSURE THE BEST POSSIBLE
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION.
INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATION OR
INTERFERENCE OF STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL ALSO PROVIDE AT THE OWNER'S
3. PROVIDE OPTIONAL EMERGENCY LED DRIVER AS INDICATED.
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT
FACILITY, THE TRAINING NECESSARY TO FAMILIARIZE THE OWNER'S PERSONNEL WITH THE OPERATION, USE,
ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS OF THE OCCUPANCY SENSING DEVICES AND SYSTEMS.
4. PROVIDE 10'-0" SAFETY CABLE, LITHONIA #JCBLSC120.
4. ALL SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO
5. PROVIDE (1) PAIR 10'-0" ADJUSTABLE AIRCRAFT CABLE, LITHONIA #ZACVH-100. FIXTURES TO BE MOUNTED IN OPEN CEILING AT 10'-0" AFF. COORDINATE INSTALLATION WITH STRUCTURE, DUCT
INSTALLATION.
WORK, AND PIPING ABOVE.
5. ALL ULTRASONIC CEILING MOUNTED SENSORS SHALL BE LOCATED A MINIMUM OF 6'-0" FROM HVAC SUPPLY AND
WOODRIDGE ELEMENTARY
6. REFER TO DRAWINGS FOR NUMBER OF FACES AND DIRECTIONAL ARROWS.
SCHOOL MAJOR BUILDING
D
D
RETURN DIFFUSERS.
C:\Egnyte\Shared\Drawings\9200's\9212 - Woodbridge ES\Revit\9212-Electrical (R21).rvt
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS. ALL DEVICES SHALL
BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND NATIONAL CODES. SYSTEM REPLACEMENT
7. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE
MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR
PLACEMENT TO ENSURE A TROUBLE-FREE OCCUPANCY-BASED LIGHTING CONTROL SYSTEM. THIS SERVICE SHALL
BE PROVIDED AT NO ADDITIONAL COST.
8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BOTH THE MANUFACTURER AND THE ELECTRICAL ENGINEER WITH
TEN WORKING DAYS WRITTEN NOTICE OF THE SCHEDULED COMMISSIONING DATE. UPON COMPLETION OF THE
4120 CEDAR RIDGE TRAIL
SHEET NUMBER: E1.01 - ELECTRICAL LEGEND, NOTES, DETAILS AND SCHEDULES
SYSTEM FINE-TUNING THE FACTORY AUTHORIZED TECHNICIAN SHALL PROVIDE THE PROPER TRAINING TO THE ♦
C
C
OWNER'S PERSONNEL IN THE ADJUSTMENT AND MAINTENANCE OF THE SENSORS.
DEKALB COUNTY SCHOOL DISTRICT
9. SUBMIT DRAWINGS SHOWING LOCATIONS OF ALL OCCUPANCY SENSORS AND COVERAGE PATTERNS.
10. CONTRACTOR SHALL PROVIDE 10% SPARE OCCUPANCY SENSORS.
11. PROVIDE THE FOLLOWING TIME SETTINGS FOR DIGITAL TIMER SWITCHES:
ELECTRICAL LEGEND, NOTES,
A. MECHANICAL ROOMS - 2 HOURS DETAILS AND SCHEDULES
B. ELECTRICAL ROOMS - 2 HOURS
C. IDF ROOMS - 1 HOUR
D. MDF ROOMS - 1 HOUR
E. MECHANICAL MEZZANINES - 3 HOURS
F. EQUIPMENT STORAGE ROOMS - 1 HOUR
B
B
12. PROVIDE THE FOLLOWING TIME SETTINGS FOR OCCUPANCY SENSORS:
RONALD L. BOLDEN 20210314
A. CORRIDORS - 30 MINUTES Principal-in-Charge Project No.
B. LOBBIES - 30 MINUTES
C. GANG RESTROOMS - 15 MINUTES JEFF WILLIAMS 05/22/23
D. CLASSROOMS - 15 MINUTES Project Manager Date
E. MEDIA CENTER MAIN AREAS - 30 MINUTES
MATT FORRESTER
5/22/2023 2:37:35 PM
F. MEDIA CENTER OFFICES AND AUXILIARY AREAS - 15 MINUTES
G. OFFICES - 15 MINUTES Project Architect
H. CAFETERIAS - 30 MINUTES
I. KITCHEN MAIN AREAS - 30 MINUTES
J. KITCHEN AUXILIARY AREAS - 15 MINUTES
Staff Architect
E1.01
A
A
K. STORAGE/STOCK ROOMS - 15 MINUTES
L. ALL OTHER AREAS NOT LISTED - 15 MINUTES
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 5, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 9, Smoke Dampers
Dear Steve,
As requested, we have priced the cost for the additional work involved with the Smoke Dampers; the cost to
incorporate this work into our scope is $11,944.00; this pricing is based on the following:
BREAKDOWN:
$ 8,398.10 – Labor
2,118.59 – Material
169.49 – Sales Tax
63.56 – Expense
1,194.30 – Ohd & Profit
$ 11,944.00 – Total
QUALIFICATIONS:
1) This COR includes providing the necessary conduit and wiring for all smoke dampers throughout the
building.
2) Control of the smoke dampers is to be by the Fire Alarms System Subcontractor.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
May 14, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #005 – Schedule Impacts associated with Early Access
Dear Ryan:
As we have discussed, the planned Notice of Award and Notice to Proceed dates within the RFP and our
proposal submission were earlier than the actual dates in which they were received. Consequently, the
upfront timing for preparation, submittals, and material procurement were compressed. Furthermore, the
RFP and our proposal were based upon starting the renovation work in January 2024. Unfortunately,
DCSD informed us that we would not be allowed to start construction work as outlined in the RFP and
phasing plans as they would not be able to relocate the students, faculty, and staff into other areas of the
building or into temporary mobile classrooms. Finally, DCSD informed us that the established RFP
Substantial Completion and Final Completion dates would also need to be shortened to support opening
for the fall 2024 school year. Between the planned award and release dates being impacted along with
the completion date being shortened, the overall project schedule has been compressed significantly. The
attached IOC provides a detailed breakdown and summary associated with the request for acceleration
that is required to meet the Substantial Completion date of the project. Below is a summary of the RFP
dates vs the Actual Dates.
DCSD RFP Dates Evergreen Proposal Dates
Notice of Award 8/14/2023 Notice of Award 8/14/2023
Notice to Proceed 9/8/2023 Notice to Proceed 9/8/2023
Start Construction 1/1/2024 Start Construction 1/1/2024
Substantial Completion 8/2/2024 Substantial Completion 8/2/2024
Final Completion 9/5/2024 Final Completion 8/30/2024
Actual Dates Days Beyond
Notice of Award 9/7/2023 +24 Days
Notice to Proceed 10/23/2023 +45 Days
Start Construction 5/24/2024 +144 Days
Substantial Completion 7/29/2024 -4 Days
Final Completion 8/28/2024 -8 Days
Below is a summary of the costs requested as part of the acceleration IOC:
• Additional Supervision: As the work was originally scheduled to take place from January through
July, we anticipated the need for one superintendent along with one assistant superintendent to
manage the work. Due to the compressed schedule, we now anticipate the need for two
superintendents and two assistant superintendents to manage the regular time work along with
an additional assistant superintendent to oversee the necessary overtime work.
• Material Storage: Due to the impacted start date of renovations, it has been necessary to store
materials which were originally scheduled for installation in the first phase (January to June) of
the project.
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
Mr. Ryan Fernandez May 14, 2024
Dekalb County School District Page 2
• Protection of Existing Conditions: The planned phasing of the project required the need for
protection of existing conditions throughout half of the building at one time. Our protection plan
included the reuse of the materials from the first phase transferred to the second phase of the
project once the first phase was complete. As we will now be occupying and renovating the
entire building at once, it will now be necessary to purchase protection for the entire building or
100% more than planned.
• Protection of New Work: The planned phasing of the project required the need for protection of
new work throughout half of the building at one time. Our protection plan included the reuse of
the materials from the first phase transferred to the second phase of the project once the first
phase was complete. As we will now be occupying and renovating the entire building at once, it
will now be necessary to purchase protection for the entire building or 100% more than planned.
• Electrical Contractors: We planned to utilize Vantix as the electrical trade contractor for the
project. Due to the delay in award, notice to proceed, and the compressed overall schedule,
Vantix declined to complete the project. Consequently, it was necessary to utilize another
electrical subcontractor to complete the project within the new timeline. Ask-Kay Electrical
Contractor’s accepted the project with the compressed schedule constraints as the lowest
qualified bidder.
• Material Expediting: Due to the delay in the Notice to Award and the Notice to Proceed, it became
necessary to expedite the electrical switchgear to accommodate the overall project
schedule. This resulted in switch gear manufacturing expediting fees.
• Overtime Fees: As agreed, we have not requested costs from Subcontractors associated with the
compressed schedule. However, it is likely that Subcontractors will request overtime fees due to
the schedule revisions. To mitigate the potential overtime concern due to the compressed
schedule, we are proposing an allowance for subcontractor’s additional overtime and will be
reconciled against once the project is complete. The allowance was calculated using the premium
time associated with overtime only
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6512.
Sincerely:
Hunter Letts
Director of Preconstruction
Enclosure(s)
cc: Steve Hall – Evergreen
Connor Smith – Evergreen
ITEM OF CHANGE
Project Name: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT I.O.C. No. 005
Location: STONE MOUNTAIN, GA 30083 Date: 5/14/2024
Architect: COOPER CARRY, INC. Evergreen Job No. 2023-008
Description SCHEDULE IMPACTS ASSOCIATED WITH EARLY ACCESS
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
01-04.100 PROJECT SUPERVISION 0 0 0
ADDITIONAL ASST SUPERINTENDENT TO MANAGE OT 10 WKS 0 1750 17,500 0
01-14.150 STORAGE CONTAINERS 5 MOS $450.00 2,250 0 0
01-26.200 PROTECT EXISTING FACILITY 29,209 SF 0.56 16,357 0.56 16,357 0
DUMPSTERS TO DISPOSE OF ADDITIONAL FLOOR PROTECTION
12 PULL 650 7,800
01-26.610 PROTECT NEW WORK 29,209 SF 0.56 16,357 0.56 16,357 0
01-30.100 DAILY CLEAN-UP (OVERTIME PREMIUM ONLY) 1,200 MHR 0 9 10,800 0
01-30.600 FINAL CLEAN (OVERTIME PREMIUM ONLY) 720 MHR 0 9 6,480 0
16-99.100 ELECTRICAL SUBCONTRACTOR CHANGE 1 LS 0 0 63200.00 63,200
16-99.100 ELECTRICAL SWITCHGEAR QUICKSHIP 1 LS 0 0 38640.00 38,640
0 0 0
18-99.100 OVERTIME ALLOWANCE FOR SUBCONTRACTORS 3240 MHR 0 0 32.50 105,300
OVERTIME PREMIUM ONLY 0 0 0
0 0 0
01-06.100 LAYOUT ENGINEER 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 0 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0
02-01.010 EROSION CONTROL 0 LS 1000 650 0
SUBTOTAL 42,914 67,494 207,140
Payroll Taxes & Insurance 23,836
Sales Tax (8%) 3,433
TOTALS 46,347 91,330 207,140
Subcontractor General Liability Insurance 1,172
Pollution Insurance 295
Builder's Risk Insurance Premium 541
Management Software 832
Subcontractor Default Insurance 4,450
EVERGREEN MARKUP 4,635 9,862 10,357
GRAND TOTAL $376,962
Approved by (Signature):
Approved by (Print name):
Approved Date:
Page 1 of 1
PROPOSAL
SUBMITTED TO PHONE/DIRECT/FAX DATE
Mr. Hunter Letts (O) 678.244.6500 January 3, 2024
Evergreen Construction (D) 678.244.6512
ADDRESS EMAIL
3200 Cobb Galleria Pkwy hletts@evergreencorp.com
Suite 240
Atlanta, Georgia 30339
JOB NAME JOB LOCATION
DeKalb Co. Elementary Schools DeKalb County, Georgia
Renovations, as listed below.
Dear Hunter:
We are pleased to submit to you our proposal for the above-mentioned projects.
This proposal is based on the following bid documents and includes the following
qualifications:
BID DOCUMENTS, CHESTNUT ES, DUNWOODY, GA:
1. Plans dated May 23, 2022, labeled “Addendum #1”
2. Project manual dated April 20, 2023
3. Project manual addendum #1 dated May 23, 2023
4. Addendum #1 dated May 10, 2023
5. Addendum #2 dated May 23, 2023
6. Addendum #3 dated May 31, 2023
BID DOCUMENTS, DRUID HILLS ES, DECATUR, GA:
1. Plans dated May 23, 2022, labeled “Addendum #1”
2. Project manual dated April 20, 2023
3. Project manual addendum #1 dated May 23, 2023
4. Addendum #1 dated May 10, 2023
5. Addendum #2 dated May 23, 2023
6. Addendum #3 dated May 31, 2023
BID DOCUMENTS, LAUREL RIDGE ES, DECATUR, GA:
1. Plans dated May 23, 2022, labeled “Addendum #1”
2. Project manual dated April 20, 2023
3. Project manual addendum #1 dated May 23, 2023
4. Addendum #1 dated May 10, 2023
5. Addendum #2 dated May 23, 2023
6. Addendum #3 dated May 31, 2023
BID DOCUMENTS, WOODRIDGE ES, STONE MOUNTAIN, GA:
1. Plans dated May 23, 2022, labeled “Addendum #1”
2. Project manual dated April 20, 2023
3. Project manual addendum #1 dated May 23, 2023
4. Addendum #1 dated May 10, 2023
5. Addendum #2 dated May 23, 2023
6. Addendum #3 dated May 31, 2023
QUALIFICATIONS:
1. LIGHTING FIXTURES/LIGHTING CONTROL:
a) We have included a complete lighting fixture/lighting control package as
Mr. Hunter Letts
Evergreen Construction
Proposal for DeKalb County Schools
January 3, 2024
Page 2 of 3
per the quotations from Lighting Associates, dated June 6, 2023, that
you provided.
b) If required by the authority having jurisdiction, any fire-rated
structures, above recessed lighting fixtures are to be furnished,
constructed, and installed by others.
2. POWER DISTRIBUTION:
a) We have included a switchgear/power distribution package as per the
quotations from Mayer, dated May 25, 2023, and September 7, 2023, that
you provided.
b) We have included the switchgear expedited shipping costs as per the
quotation from Mayer, dated December 8, 2023.
3. SCOPE OF WORK:
a) The scopes of work included in the subcontracts between Evergreen and
the previous electrical contractor are adopted and incorporated into
this proposal. Please see Exhibit A from the foresaid subcontracts in
attachments #1, #2, and #3 for a listing of the scope for Chestnut,
Laurel Ridge and Woodridge.
b) The scope of work for Druid Hills is as shown on the plans.
4. GENERAL NOTES:
a) Ask-Kay will not be responsible for any additional costs if we were to
encounter underground rock or other unforeseeable obstruction which
inhibits our trenching efforts; if we do encounter rock or any other
obstructions, they are to be removed by others before we would be able
to continue our trenching efforts.
b) All roof penetrations for electrical, if required, are to be sealed and
water-proofed by others.
c) We have included fireproofing/caulking of our penetrations and outlet
boxes; however, any additional fireproofing enclosures required for
electrical panels, lighting fixtures, etc… located in demising/corridor
walls, ceilings, or any other rated wall, are to be furnished and
installed by others. Many authorities having jurisdiction are now
requiring that all fireproofing/caulking products and submittals being
used on a project be standardized; therefore, some general contractors
are employing a separate subcontractor to furnish and install all
fireproofing/caulking on their projects. If this is the case, we will be
glad to provide breakout pricing for this work upon request. In
addition, we reserve the right to use fire proofing products by a
manufacturer of our choosing.
d) We have not included any sealing and/or caulking of the electrical
outlet boxes for air transfer sealing, i.e., receptacles, switches,
light fixtures, etc…; this work, if required, is to be furnished and
installed by others.
e) It has always been Ask-Kay Electrical Contractor’s policy to maintain a
clean, and safe, working environment; therefore, in an effort to do so,
we will submit a weekly “Weekly Cleanup Evaluation” form, on our
letterhead, to affirm the status of our cleanup each week, to be signed
by the project superintendent. As stated above, we will keep our cleanup
current; therefore, we will not be responsible for the cleanup of debris
not associated with our work.
f) Ask-kay Electrical Contractors, LLC. (Ask-kay) will furnish materials as
specified by the above- mentioned plans and specifications or agreed
upon alternates. Ask-kay has little or no control as to the selection of
these materials as the owner, architect, engineer, or contractor has
selected them. Therefore Ask-kay cannot and will not be held responsible
should the manufacturers of these specified materials not be able to
meet the overall schedule of the project or for their failure to meet
agreed upon production dates.
We propose hereby to furnish material and labor complete in accordance with the
above qualifications for the sum of Two Million Three Hundred Twenty-four
Thousand Three Hundred Fifty and 00/100 --------- dollars ($2,324,350.00).
BREAKDOWN PRICING:
CHESTNUT ES $622,760.00.
Mr. Hunter Letts
Evergreen Construction
Proposal for DeKalb County Schools
January 3, 2024
Page 3 of 3
DRUID HILLS ES $8,850.00.
LAUREL RIDGE ES $921,830.00.
WOODRIDGE ES $625,910.00.
EXPIDITE GEAR $145,000.00.
All material is guaranteed to be as specified. All work to be completed in a competent manner
according to standard practices. Any alteration or deviation from above specifications involving
extra costs will be executed only upon written orders and will become a charge over and above the
estimate.
All work included in this proposal is based solely on the electrical drawings and specifications,
using the other divisions of the drawings for a reference only, as they pertain to the work shown on
the electrical drawings. Ask-Kay Electrical Contractors, LLC. has not, nor is it our responsibility
to scrub the full set of drawings, e.g., architectural, interior design, mechanical, etc…, for any
work that may have been omitted form the electrical drawings. Therefore, any work not specifically
shown on the electrical drawings, whether shown on other divisions of the drawings or not, is not
included in this proposal; any such work will be added to our scope at a later date via change
order.
This proposal is based on prices quoted for electrical conduit, wire, and other electrical products
as of the date of this proposal. Due to erratic and possible rapid increases of copper, aluminum,
petroleum, and steel products, this proposal is subject to increase in price if products increase in
price prior to the receipt of a written notice to proceed.
All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner is to
carry all fire, tornado, and other necessary insurance. Our workers are covered by Workmen's
Compensation Insurance.
Ask-kay Electrical Contractors, LLC. (Ask-kay) will furnish materials as specified by the above-
mentioned plans and specifications or agreed upon alternates. Ask-kay has little or no controls as
to the selection of these materials as the owner, architect, engineer, or contractor has selected
them. Therefore Ask-kay cannot and will not be held responsible should the manufacturers of these
specified materials not be able to meet the overall schedule of the project or for their failure to
meet agreed upon production dates.
Ask-Kay Electrical Contractors, LLC., is hereby understood to be the sole proprietor of the
information contained in this proposal. This proposal is not to be reproduced or viewed by anyone
other than employees Ask-Kay Electrical Contractors, Inc., and the person to whom this proposal is
submitted.
Thank you for the opportunity to quote on this project. If you should have any
questions, or need any further information, please do not hesitate to call us.
Tim Askea
Tim Askea
Project Manager
Note: This proposal may be withdrawn if not accepted within 30 days.
Acceptance of Proposal: The above prices, specifications, and conditions are
satisfactory and are hereby accepted. You are authorized to do the work as
specified.
SIGNATURE ______________________________________
TITLE __________________________________________
DATE OF ACCEPTANCE _____________________________
April 24, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #006 – Bulletin #2, Dated 03/14/24 – Fire Sprinkler Line Relocation
Dear Ryan:
Attached, please find our proposal to incorporate revisions per Bulletin #2, dated 03/14/24 and the
responses to RFI #008 – New Fire Riser Service Entrance & RFI #017 – 6” Fire Line. These changes
resulted in additional 6” DIP fire sprinkler pipe to supply the new riser entering the building in storage closet
919.1, additional asphalt demolition, and removing the existing 6” Hersey valve and installing a new 6”
double detector check assembly with new vault.
This Item of Change (I.O.C. 006) results in an added cost of $70,590 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen Construction
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT I.O.C. No. 006
Location: STONE MOUNTAIN, GA 30083 Date: 4/24/2024
Architect: COOPER CARRY, INC. Evergreen Job No. 2023-008
Description BULLETIN #2, DATED 03/14/24 - FIRE SPRINKLER LINE RELOCATION
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
02-01.100 EROSION CONTROL 1 LS 0 0 750.00 750
0 0 0
02-21.100 GRADING & UTILITIES 0 0 0
FIRE SPRINKLER LINE RELOCATION 1 LS 0 0 54544.00 54,544
0 0 0
02-61.060 ASPHALT PATCHING 0 0 0
ASPHALT HOT PATCH 506 SF 0 0 7.00 3,544
CONCRETE UNDERLAYMENT 506 SF 0 0 10.00 5,063
0 0 0
0 0 0
01-06.100 LAYOUT ENGINEER 20 MHR 0 45 900 0
01-06.400 LAYOUT ASSISTANT 0 MHR 0 35 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 150 150 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0 0.5 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 1 PULL 650 650 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 65 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 0 0 0
SUBTOTAL 800 900 63,901
Payroll Taxes & Insurance 318
Sales Tax (8%) 64
TOTALS 864 1,218 63,901
Subcontractor General Liability Insurance 89
Pollution Insurance 56
Builder's Risk Insurance Premium 100
Subcontractor Default Insurance 848
EVERGREEN MARKUP 86 231 3,195
GRAND TOTAL $70,590
Approved by (Signature):
Approved by (Print name):
Approved Date:
Page 1 of 1
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SCALE:
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DATE:
EXISTING EXISTING 4" x 4"
GRAPHIC SCALE
CONC.
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CONC. -30 0 15 30 60 120
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+ PROJECT NO.
EXISTING
EXISTING EXISTING SIDEWALK
FFE:860.09
+
BUILDING
O/H
1-STORY BRICK SAWCUT LINE
(TYP.)
( IN FEET ) 23-011
BUILDING 1 INCH = 30 FT.
FFE:869.04
+
NC.
LL
WOO
D
WALL
SHEET NO.
CO
WA
CALL 811
EXI
+ FFE:860.06
NG
EXISTING
NG
STI
CLF
EXISTING
HAN
STE H
CLF
STI
PLAYGROUND FREE THROUGHOUT
R
WIT AIL
STI
CONC. ASPHALT
NG
EXI
C3.0
EQUIPMENT
PS
DR
THE U.S.A. www.Georgia811.com
EXI
CO
CL
F
N
NC. THREE WORKING DAYS
C. S
NG
CO EXISTING Know what'sbelow.
STI BEFORE YOU DIG.
EXI Call before you dig.
IDE
GATE
NOT ISSUEDFOR
WA
CONSTRUCTION
LK
61,
CLF CLF
R RIDGE
PB 61 PG 51
11K
CL R/W
Remove Existing 6"
F
Hersey Type Valve
Install NEW 6"
E
GAT Double Detector
Check Assembly
(DDCA) W/Vault
16P
17P C See Attached Photos
DR ONC
14P W .
16P 10L Y
22P
36P 19P LIMITS OF R/W
6BR 6K 10P DISTURBANCE
26P R/W
14BR EX
R/W
13P SI IST
8BR DE IN EXISTING WATER LINE CONC.
26K
6BR 9P W G
AL C
-CONTRACTOR TO FIELD VERIFY, DRWY CON
K O NC EX REPLACE TO 8" DIP IF EXISTING DRW C.
20M . AS ISTIN WATER LINE IS SMALLER THAN 8" Y CO
PH G
16P C. DR NC.
R/W
AL
T C ON Y WY
12P R W
D
11P 34P
17P 9K EXISTING DOUBLE DETECTOR CHECK CONC.
16P 14P 8K 22K ASSEMBLY (DDCA) W/ VAULT
12P DRWY
19P
CEDAR R
R/W
-CONTRACTOR TO FIELD VERIFY,
14PK 24K IDGE CONC. LOCATION MAP
ER
23P N 12P 24G REPLACE/UPSIZE TO HANDLE 8" DIP COMMUNICATION
SIDEWALK
BA 8K
FF TRAIL AS
PH CABINET N.T.S.
F (60' R/W
O BU 9K EXISTING 16K PER PB 6 A
R/W
LT
LAND PLANNING
R/W
P 12K 7BR ASPHALT 1,
TO 8P
EAM 15BR
EXISTING
PG 51)
CO RW
10P
R 12P12P
D
30P 22G 9P
NC Y
ST
21P WATER 11P
12P
10K EWALK 8P
CIVIL ENGINEERING
.
VAULT
AT
E EXISTING WATER STRUCTURE EXISTING CONC. SID UTILITY NOTES
T TOP:850.17
ER
8P 20G 26P R/W
19P 'S F INACCESSIBLE EXISTING WATER 9P 9G 8P
1. PROVIDE ALL VALVES, BENDS, TEES, BACK FLOW PREVENTION, THRUST BLOCKING, AND
25
9P 9P 8G
10K
B UF
8L
(FULL OF MUD) CABINET
(POSSIBLE PUMP) 9P
13P
18P
9K 6K 8G
9P 6K
6K
16K
R/W
METERS AS REQUIRED FOR A COMPLETE INSTALLATION OF THE WATER LINE SYSTEM. LANDSCAPE ARCHITECTURE
M 16K 17P 8K 11K 2. COORDINATE WITH THE LOCAL MUNICIPALITY/PROVIDER FOR PAYMENT AND
7K
EA 10G
19P
19P 7K INSTALLATION OF ALL VAULTS, BACK FLOW DEVICES AND METERS.
TR
14P 10K
14P 10K 20P 15K
S 3. UNDERGROUND FIRE PROTECTION/SPRINKLER PIPING SHOWN DOWNSTREAM OF AN
EXISTING
SCHOOL SIGN
8K 8K 13P
EXISTING 16P 17P
TY
SCHOOL SIGN
7K 10P 7K 16P 9G
F
8G ASPHALT 13K 6K 6K INTERNAL OR EXTERNAL FIRE PUMP IS SHOWN FOR REFERENCE ONLY. ACTUAL FIRE
CL
14PUN 24P
26G 8G EXISTING 12P 7G CO
14P 9K 19P 10K MAIN DESIGN SHALL BE PERFORMED BY A LICENSED FIRE PROTECTION ENGINEER.
24G O ASPHALT 7K 6K
8K 9P 10P
10K 10P DR NC
11K
' C 19P 7K 20P 7K 14P 15P W .
Y FIRE MAIN DESIGN SHALL INCLUDE, BUT NOT BE LIMITED TO: SPECIFICATION OF PIPE
75
11K 9P
22P 10P 9P 15P 9K
8K 8G 10K 10K MATERIAL AND CLASS, JOINTS, THRUST BLOCKING DESIGN, VALVE FREQUENCY AND
EXISTING 8P 6K 16P 14P 9K
23P
16P 18P DOMESTIC 7K 18K 14P 10P 7K8P 11K 9P PLACEMENT AND APPURTENANCES. ALL FIRE PROTECTION SYSTEMS SHALL COMPLY
17P WITH NFPA SECTION 6.6 REGARDING SECTIONAL VALVES UNLESS OTHERWISE
F WATER 7K 8G
14K 12P CL LINE
EXISTING CONTRACTOR TO 9P 11K SPECIFIED BY THE FIRE PROTECTION ENGINEER. PLEASE REFER TO FIRE PROTECTION
TRANSFORMER CONC. PROTECT ALL 10K 15P 8K
R 14P 9P 9P 12P 6K ENGINEER'S PLANS AND SPECIFICATIONS FOR DRAWINGS AND DETAILS. INSTALL FIRE
9P LA EXISTING 17P 11K SUBJECT 9K 8K 9K
18P 9P 16P 17P
ODU ING 9P
8P 7K 7K MAIN SYSTEM ONLY AFTER FIRE DEPARTMENT APPROVAL OF THE FIRE PROTECTION
6K M ILD S GATE UTILITIES PROPERTY 7K
12K 13P 12P
21P 24P BU EP COMMUNICATION CONTRACTOR'S PLANS.
ST 574,321 S.F. 6K
6"X6" 21K 9P 13.185 ACRES CABINET 4. EBERLY & ASSOCIATES DOES NOT MAKE ANY REPRESENTATION, WARRANTY,
K 14P 18P 6K 6K 7K 9K
TS&V
D EC 10P
15P 8G 6K ASSURANCE OR GUARANTEE THAT THE EXISTING UTILITY INFORMATION SHOWN IN
W/BB OD NG 9K 13P 6K
WO LKI 8P 17P N/F 15P 21K THESE PLANS IS CORRECT, ACCURATE OR COMPLETE. IT SHALL BE THE
WA
CONC.
EX. FH
DRWY
18P DEKALB COUNTY BOARD 17P RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE FIELD LOCATION AND
LAR EXISTING
OF EDUCATION
8P
PROTECTION OF ALL OVERHEAD AND SUBSURFACE LINES AND FACILITIES WHICH MAY
ODU NG EXISTING FIRE 8P
9P 9K 15P 9K
EXISTING M ILDI P.I.N.:15 192 06 099 7K
MODULAR BU CK DOMESTIC LINE 17K 7K 7G
BE ENCOUNTERED DURING THE COURSE OF SITE EXCAVATION, DEMOLITION OR UTILITY
BUILDING ASPHALT
O OD G DE WATER ZONING:R-85 8K 8P 12P 16P WORK. FURTHER, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
W LKI N 12P DB12P
R/W
WOODRIDGE ELEMENTARY
3029 PG 219
SIDEWALK
WA LINE 7K 16P THE INSTALLATION OF THE GAS LINE AND POWER/ ELECTRIC UTILITY WITH THE
PB 61 PG 51 10K 12K
CONC.
FIRE SPRINKLER INSTALLATION
WALKING DECK ARCHITECT, THE MEP ENGINEER, AND THE APPROPRIATE UTILITY PROVIDERS. THE
18P
10P 12P 7K
11K 7K PROPOSED GAS LINE AND /OR ELECTRICAL INFORMATION DEPICTED ON THE PLAN IS
16P 8K 7K
EXISTING 6D 10P 15G FOR INFORMATIONAL AND COORDINATION PURPOSES ONLY.
LIMITS OF 7K
DEKALB COUNTY, GEORGIA
ALKING DECK STEPS 8CM CONC. 5. GC TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO
4120 CEDAR RIDGE TRAIL
DISTURBANCE 8P
15P 15K
8P CONNECTING. NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.
10P 11P 9K 7K 15P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
CONTRACTOR TO EXISTING FIRE LINE 13P
R/W
FFE:862.44 14P 12P 6K 6G
PROTECT ALL 11CM -CONTRACTOR TO FIELD VERIFY, 8P 14P
7D 16P 12P
138
EXISTING UTILITIES REPLACE TO 8" DIP IF EXISTING 14K
STEPS FIRE LINE IS SMALLER THAN 8" DIP 6K 9K
15P DEKALB COUNTY UTILITY NOTES
'-6
WALKING DECK 17K 8K
LIMITS OF + 8K
1/2
FFE:860.16 10P
DISTURBANCE 11P 11K 1. THE WATER SUPPLY FOR THE PROPOSED DEVELOPMENT SHALL BE TESTED IN A
EXISTING 15K
"
15K MANNER THAT WILL VERIFY THAT IT IS CAPABLE OF PROVIDING THE REQUIRED FIRE
45° BEND 6" DIP CLASS 350 UNDERGROUND CONC. 10G 8P
EXISTING 11P
W/TB FIRE MAIN 25K ASPHALT 9P 18P 16K 10K FLOW. THE FIRE CODE OFFICIAL SHALL BE NOTIFIED PRIOR TO THE WATER SUPPLY
15P 18P 9P TEST. WATER SUPPLY TESTS SHALL BE WITNESSED BY THE FIRE CODE OFFICIAL OR
FREESTANDING FDC + FFE:860.15 6K
12P
APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TO THE FIRE CODE
WITH BUILDING
EXISTING
ASPHALT
SIGNAGE
EXISTING
CONTRACTOR TO 1-STORY 6G 8P 16K 8K OFFICIAL PRIOR TO FINAL APPROVAL OF THE WATER SUPPLY SYSTEM. [IFC 507.4 AND
CONC. 15P 21P 8K
PROTECT ALL BRICK PS 9P NFPA 24 5.1.2]
" EXISTING UTILITIES SCHOOL 19K STE TH 6MG 11P 6K 14P 19P
32'-7
I 12P
PROJECT:
' W IL 9P
75.9 BUILDING
ND
RA 13P 2. THE FIRE-FLOW CALCULATION AREA SHALL BE THE TOTAL FLOOR AREA OF ALL FLOOR
HA 8P 8K
CONC.
10K
DRWY
GATE EXISTING 27K LEVELS WITHIN THE EXTERIOR WALLS, AND UNDER THE HORIZONTAL PROJECTIONS OF
12P
SATELLITE 11P 11P 9K THE ROOF OF A BUILDING, EXCEPT AS MODIFIED IN SECTION B104.3. 2018 IFC SECTIONS
9P 10P 17K
EXISTING DISH PIV WITH BUILDING 13K
SIGNAGE 12P B104.12 (SEE ALSO SECTION B105).
ASPHALT 11P 12K
CLF 15P 15K
10P 15P 6K
4" FDC LINE TO BLDG 14P 26P 18G 3. PRIOR TO CONSTRUCTION OF ANY UTILITY FACILITIES WITHIN THE RIGHT-OF-WAY OF
59 -SEE PLUMBING PLANS 8P
MET
6K 6K REVISIONS:
'-3 FOR CONTINUATION EXISTING 10P 12P 6K
COMMUNICATION
ANY COUNTY MAINTAINED ROADWAY A PERMIT MUST BE OBTAINED FROM THE UTILITY
45° BEND 1/2 CONC.
12P 8K
COORDINATOR.
A
R/W
" +
FFE:860.07 CABINET
56.0
H
L
W/TB
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
20K 8K
11P 13K
16P 4. PRIOR TO CONSTRUCTION OF WATER MAINS AND SANITARY SEWER LINES FINAL 04/20/2023 ISSUED FOR BID
'
EXISTING FFE:860.14 6" FIRE LINE TO BLDG 17P 9K
+ 12P 7PO 8BR
CONC.
CONC.
-SEE PLUMBING PLANS 19G DESIGN APPROVAL MUST BE OBTAINED FROM DEPARTMENT OF WATERSHED 05/23/2023 ADDENDUM #1
DRWY
FOR CONTINUATION 13K
18P 15P
MANAGEMENT. 02/29/2024 PERMIT REVISION#1
15BR 16G
18K 9K
6K 03/14/2024 BULLENTIN #2
45° BEND 23P 32K 5. FIRE DEPARTMENT CONNECTIONS, POST INDICATOR VALVES, AND HYDRANTS SHALL BE
15M 16P 11K
+ FFE:860.13 W/TB 8P 9BR PROTECTED WHERE SUBJECT TO MECHANICAL DAMAGE (SUCH AS BUT NOT LIMITED TO
9P 15K
EXISTING RIDING MOWERS, MOTOR VEHICLES, ETC.) NFPA 24 SECTIONS 5.9.1.4, 6.3.2, 6.5.2, AND
WATER 8K 7K
GATE 11A 7.3.5.
LINE 16P
4" x 4" EXISTING
16P
METAL COLUMN 10P 12K
(TYP.)
6. FDC LINE SHALL BE DIP
12P 32P
EXI
12G
STI
TRANSFORMER 11K 7. EXISTING DDCV MUST BE TESTED PRIOR TO ANY INSTALLATION
EXISTING 21K
6BR 30K
NG
+ BUILDING O/H 13G 16P
EXI
FFE:860.19 24K
C
9K 14K
ONC
STI
. 17P
EXISTING O NC 14K
GC 10P
NG
N 19G
.
CONC. STI
E XI 7G
MO. ABED
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
CONTRACTOR TO
NC. PROTECT ALL 28P
CO EXISTING 8BR
C
NG EXISTING UTILITIES 10K 9H
STI
.
BUILDING O/H 16CD 10G
EXI
15G
9P
EXISTING 4" x 4"
LIMITS OF
EXISTING SUMP EXISTING METAL COLUMN 10P 10P
UTILITY PLAN
DISTURBANCE 12P 22P
PUMP PER + (TYP.) 10P 11P 20K
R/W
SURVEY REF. #1 FFE:860.07 1-STORY BRICK 90° BEND
W/TB
16P
16P
TOP:859.76
SCHOOL BUILDING EXISTING 14P
8"X8" TS&V 10P
8P 15P
GATE W/BB 12P
HEIGHT = 28'-7" APPROX.
FREESTANDING FDC WITH 8" DIP CLASS 350 UNDERGROUND
N/F 13P
BUILDING SIGNAGE FIRE MAIN
DEKALB
CONC.
PROJECT MANAGER:
DRWY
COUNTY BOARD
EXI EPS
13P 19P
HAN
ST H
SUBJECT OF EDUCATION
STI
15P
WIT AIL
EXISTING 45° BEND 22P 14K 12H
PROPERTY P.I.N.:15 192 06 099
NG
DR
FH & VALVE W/TB
QA/QC CHECK:
11G 12H
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219 FREESTANDING FDC WITH
DRAWN BY:
13.185 ACRES OWNER/DEVELOPER
CONC.
7'
+ 13P
R/W
+
FFE:860.11 BUILDING SIGNAGE
22.
PB 61 PG 51 + 9K 21P (PRIMARY PERMITTEE)
ASPHALT
FFE:869.07 PIV WITH BUILDING
SCALE:
16P
DATE:
SIGNAGE 14G 21P
EXISTING 20K
DEKALB BOARD OF EDUCATION
EXISTING TRANSFORMER CONTRACTOR 12P 12K 1701 MOUNTAIN INDUSTRIAL BLVD
EXISTING 4" xTO
4"
GRAPHIC SCALE
CONC.
13P
DRWY
CONC. PROTECT FIBER
METAL OPTIC
COLUMN 10P 28K STONE MOUNTAIN, GA 30083
EXISTING EXISTING 10K
(TYP.) CABLE 12P 20P 13P
CONC. CONC. ELECTRIC 10P
(678) 676-1200 -30 0 15 30 60 120
FFE:859.88 BOX 7K 8K
+ EXISTING 9K
12K ENGINEER PROJECT NO.
EXISTING 10P 13P ANTONIO SAMPLE
1-STORY BRICK LIMITS OF 8P 20P 6K
15K
FFE:860.09
+
BUILDING
O/H
D
DISTURBANCE 8P 10P
EBERLY & ASSOCIATES, INC. ( IN FEET ) 23-011
BUILDING 8" FIRE LINE TO BLDG
11P
8P
16P
6K 2951 FLOWERS ROAD SOUTH 1 INCH = 30 FT.
FFE:869.04 HEIGHT = 21' APPROX. -SEE PLUMBING PLANS 24P SUITE 119
+ 7K
NC.
FOR CONTINUATION 15P 10K ATLANTA, GEORGIA 30341
7K (678) 287-4745 SHEET NO.
CO
7K
CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P ASAMPLE@EBERLY.NET
NG
EXISTING 7K 10K
STI
CLF
BOX 4" FDC LINE TO BLDG EXISTING
HAN
STE H
C LF 8P
STI
PLAYGROUND 24 HOUR CONTACT FREE THROUGHOUT
R
WIT AIL
CONC. -SEE PLUMBING PLANS ASPHALT
N
16P 18P 8P
EXI
PS
C5.0
EQUIPMENT
GC
DR
18P CL FOR CONTINUATION
8P 12P
6H 9P
19P
DEKALB BOARD OF EDUCATION THE U.S.A. www.Georgia811.com
ON
12P F 13P 22P 16P
12K 16P NC. 9P 20P (678) 676-1200
THREE WORKING DAYS
C. S
12P 13P O
15P 10K IN GC EXISTING 13P 10P 10K 8P
9P Know what's below.
IST 12P BEFORE YOU DIG.
8K 12P
Call before you dig.
IDE
17P EX GATE
8P 6K 9P
10P 12P 6K 10K 13P 7K NOT ISSUED FOR
10P
WA
16P 15P 16P
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
PER PB 61,
CLF CLF 15P
R RIDGE
11P
PB 61 PG 51
11K
CL R/W
F
E
GAT
16P
17P C
DR ONC 3130805
14P W .
16P 10L Y
22P
36P 19P 08/15/23
LIMITS OF R/W
6BR 6K 10P DISTURBANCE
26P
14BR EX
R/W
13P SI IST
8BR DE IN EXISTING WATER LINE CONC.
26K
6BR 9P W G
AL C
-CONTRACTOR TO FIELD VERIFY, DRWY CON
K ON EX REPLACE TO 8" DIP IF EXISTING DRW C.
20M
C. AS ISTIN WATER LINE IS SMALLER THAN 8" Y CO
PH G
16P AL C. DR NC.
T CON Y WY
12P RW
D
11P 34P
17P 9K EXISTING DOUBLE DETECTOR CHECK CONC.
16P 14P 8K 22K ASSEMBLY (DDCA) W/ VAULT
12P DRWY
19P
CEDAR R
R/W
-CONTRACTOR TO FIELD VERIFY,
23P
14P
24G 24K REPLACE/UPSIZE TO HANDLE 8" DIP IDGE CONC. LOCATION MAP
R 12P SIDEWALK COMMUNICATION
FFE 8K TRAIL AS
PH CABINET N.T.S.
EXISTING (60' R/W
BU
9K 16K
R/W
PER PB 6 AL
LAND PLANNING
R/W
ASPHALT 1, T
E 8P 12K 7BR PG 51)
AT 15BR
EXISTING
CO RW
T 10P
12P12P
D
S 21P 30P 22G 9P
NC Y
' WATER 11P
12P
25 CIVIL ENGINEERING
10K EWALK 8P
.
VAULT
FE
R EXISTING WATER STRUCTURE EXISTING CONC. SID UTILITY NOTES
8P 26P F TOP:850.17 R/W
BU
19P 20G 9G 8P
9P INACCESSIBLE EXISTING WATER 9P 9P 1. PROVIDE ALL VALVES, BENDS, TEES, BACK FLOW PREVENTION, THRUST BLOCKING, AND
8G 16K
10K
TY (FULL OF MUD) CABINET 13P
18P
6K 8G 6K R/W
METERS AS REQUIREDFOR A COMPLETE INSTALLATION OF THE WATER LINE SYSTEM. LANDSCAPE ARCHITECTURE
UN
9K
8L (POSSIBLE PUMP) 9P 17P 9P 6K
16K 8K 11K 2. COORDINATE WITH THE LOCAL MUNICIPALITY/PROVIDER FOR PAYMENT AND
CO 10G 7K 19P
19P 7K INSTALLATION OF ALL VAULTS, BACK FLOW DEVICES AND METERS.
14P 10K
LB 14P 10K 20P 15K
3. UNDERGROUNDFIRE PROTECTION/SPRINKLER PIPING SHOWN DOWNSTREAM OF AN
EXISTING
SCHOOL SIGN
8K
KA EXISTING 16P 17P 8K 13P
SCHO OL SIGN
7K E 10P 7K 16P 9G
F
ASPHALT 13K INTERNAL OR EXTERNAL FIRE PUMP IS SHOWN FOR REFERENCE ONLY. ACTUAL FIRE
8G' D 14P
CL
8G 7G 6K 6K
26G EXISTING 12P CO
11K 75 24G 24P 14P
ASPHALT 7K 6K
8K 9P 10P
10K
9K
10P 19P 10K
DR NC MAIN DESIGN SHALL BE PERFORMED BY A LICENSED FIRE PROTECTION ENGINEER.
19P 7K 20P 7K 14P 15P W . FIRE MAIN DESIGN SHALL INCLUDE, BUT NOT BE LIMITED TO: SPECIFICATION OF PIPE
11K 9P Y
22P 10P 9P 15P 9K
8K 8G 10K 10K MATERIAL ANDCLASS, JOINTS, THRUST BLOCKING DESIGN, VALVE FREQUENCY AND
EXISTING 8P 6K 16P 14P 9K
23P
16P 18P DOMESTIC 7K 18K 14P 10P 7K8P 11K 9P PLACEMENT AND APPURTENANCES. ALL FIRE PROTECTION SYSTEMS SHALL COMPLY
17P WITH NFPA SECTION 6.6 REGARDING SECTIONAL VALVES UNLESS OTHERWISE
F WATER 7K 8G
14K 12P CL LINE
EXISTING CONTRACTOR TO 9P 11K SPECIFIED BY THE FIRE PROTECTION ENGINEER. PLEASE REFER TO FIRE PROTECTION
TRANSFORMER CONC. PROTECT ALL 10K 15P 8K
R 14P 9P 9P 6K ENGINEER'S PLANS AND SPECIFICATIONS FOR DRAWINGS AND DETAILS. INSTALL FIRE
9P LA EXISTING 17P 11K SUBJECT 12P 8K
9K 9K
18P 9P 16P 17P
O DU ING 9P
8P 7K 7K MAIN SYSTEM ONLY AFTER FIRE DEPARTMENT APPROVAL OF THE FIRE PROTECTION
6K M ILD GATE UTILITIES PROPERTY 7K
24P BU PS 12K 13P 12P COMMUNICATION CONTRACTOR'S PLANS.
21P STE 574,321 S.F. 6K
21K 9P 13.185 ACRES CABINET 4. EBERLY & ASSOCIATES DOES NOT MAKE ANY REPRESENTATION, WARRANTY,
K 14P 18P 6K 6K 7K 9K
EC 10P
15P 8G 6K ASSURANCE OR GUARANTEE THAT THE EXISTING UTILITY INFORMATION SHOWN IN
O D GD 9K 13P 6K
N
WO LKI 8P 17P N/F 15P 21K THESE PLANS IS CORRECT, ACCURATE OR COMPLETE. IT SHALL BE THE
WA
CONC.
DRWY
18P DEKALB COUNTY BOARD 17P RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE FIELD LOCATION AND
LAR EXISTING
OF EDUCATION
8P
PROTECTION OF ALL OVERHEAD AND SUBSURFACE LINES AND FACILITIES WHICH MAY
O DU NG EXISTING FIRE 8P
9P 9K 15P 9K
EXISTING M ILDI P.I.N.:15 192 06 099 7K
MODULAR BU CK DOMESTIC LINE 17K 7K 7G
BE ENCOUNTERED DURING THE COURSE OF SITE EXCAVATION, DEMOLITION OR UTILITY
BUILDING ASPHALT
O OD G DE WATER ZONING:R-85 8K 8P 12P 16P WORK. FURTHER, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
W LKI N 12P DB12P
WOODRIDGE ELEMENTARY
SIDEWALK
LINE 3029 PG 219 16P
WA PB 61 PG 51 7K 10K THE INSTALLATION OF THE GAS LINE AND POWER/ ELECTRIC UTILITY WITH THE
12K
CONC.
ARCHITECT, THE MEP ENGINEER, AND THE APPROPRIATE UTILITY PROVIDERS. THE
FIRE SPRINKLER INSTALLATION
NG DECK 18P
10P 12P 7K
11K 7K PROPOSED GAS LINE AND /OR ELECTRICAL INFORMATION DEPICTED ON THE PLAN IS
16P 8K 7K
EXISTING FH EXISTING 6D 10P 15G FOR INFORMATIONAL AND COORDINATION PURPOSES ONLY.
7K
DEKALB COUNTY, GEORGIA
CONC. LIMITS OF 5. GC TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO
DECK 8CM
4120 CEDAR RIDGE TRAIL
STEPS DISTURBANCE
15P 8P 15K CONNECTING. NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES.
11P 9K 7K 15P 8P
10P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
EXISTING FIRE LINE 13P
FFE:862.44 14P 12P 6K 6G
11CM -CONTRACTOR TO FIELD VERIFY, 8P 14P
REPLACE TO 8" DIP IF EXISTING 7D 16P 12P
14K
STEPS FIRE LINE IS SMALLER THAN 8" DIP 6K 9K
15P
17K 8K
DEKALB COUNTY UTILITY NOTES
NG DECK + 8K
FFE:860.16 10P 11P 11K 1. THE WATER SUPPLY FOR THE PROPOSED DEVELOPMENT SHALL BE TESTED IN A
EXISTING 15K 15K
10G 8P MANNER THAT WILL VERIFY THAT IT IS CAPABLE OF PROVIDING THE REQUIRED FIRE
CONC. EXISTING
9P 11P 16K 10K FLOW. THE FIRE CODE OFFICIAL SHALL BE NOTIFIED PRIOR TO THE WATER SUPPLY
25K ASPHALT 18P
15P 18P 9P TEST. WATER SUPPLY TESTS SHALL BE WITNESSED BY THE FIRE CODE OFFICIAL OR
8" DIP CLASS 350 UNDERGROUND
+ FFE:860.15 12P
APPROVED DOCUMENTATION OF THE TEST SHALL BE PROVIDED TO THE FIRE CODE
FIRE MAIN 6K
EXISTING
1-STORY
ASPHALT
BRICK 6G 8P 16K 8K OFFICIAL PRIOR TO FINAL APPROVAL OF THE WATER SUPPLY SYSTEM. [IFC 507.4 AND
EXISTING 15P 21P 8K
SCHOOL PS 9P NFPA 24 5.1.2]
CONC.
BUILDING CONTRACTOR
19K TO STE TH 6MG 11P 6K 14P
12P 19P
I
PROJECT:
PROTECT ALL W IL 9P
RA 13P 2. THE FIRE-FLOW CALCULATION AREA SHALL BE THE TOTAL FLOOR AREA OF ALL FLOOR
ND
EXISTING UTILITIES HA 8P 8K
CONC.
10K
DRWY
EXISTING GATE EXISTING 27K LEVELS WITHIN THE EXTERIOR WALLS, AND UNDER THE HORIZONTAL PROJECTIONS OF
ASPHALT 12P
SATELLITE 11P 11P 9K THE ROOF OF A BUILDING, EXCEPT AS MODIFIED IN SECTION B104.3. 2018 IFC SECTIONS
9P 10P 17K
DISH LIMITS OF FH 13K
DISTURBANCE 8"X8" 12P B104.12 (SEE ALSO SECTION B105).
11P 12K
CLF TS&V 15P 15K
10P 15P 6K
W/BB 14P 26P 18G 3. PRIOR TO CONSTRUCTION OF ANY UTILITY FACILITIES WITHIN THE RIGHT-OF-WAY OF
8P
MET
6K 6K REVISIONS:
EXISTING 10P 12P 6K ANY COUNTY MAINTAINED ROADWAY A PERMIT MUST BE OBTAINED FROM THE UTILITY
12P 8K COMMUNICATION
CONC. COORDINATOR.
AL
+
FFE:860.07 /2" CABINET
H
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
11 20K 8K
EXISTING 8" FIRE LINE TO BLDG 98'-1 17P
16P
11P
9K
13K
4. PRIOR TO CONSTRUCTION OF WATER MAINS ANDSANITARY SEWER LINES FINAL 04/20/2023 ISSUED FOR BID
FFE:860.14
+
CONC. -SEE PLUMBING PLANS 12P 7PO 8BR
CONC.
19G DESIGN APPROVAL MUST BE OBTAINED FROM DEPARTMENT OF WATERSHED
DRWY
FOR CONTINUATION 13K
18P 15P
MANAGEMENT.
15BR 16G
18K 9K
6K
23P 32K 5. FIRE DEPARTMENT CONNECTIONS, POST INDICATOR VALVES, AND HYDRANTS SHALL BE
4" FDC LINE TO BLDG 15M 16P 11K
+ FFE:860.13 8P 9BR PROTECTED WHERE SUBJECT TO MECHANICAL DAMAGE (SUCH AS BUT NOT LIMITED TO
-SEE PLUMBING PLANS 9P 15K
EXISTING RIDING MOWERS, MOTOR VEHICLES, ETC.) NFPA 24 SECTIONS 5.9.1.4, 6.3.2, 6.5.2, AND
FOR CONTINUATION WATER 8K 11A 7K
GATE LINE 16P 7.3.5.
4" x 4" EXISTING
16P
METAL COLUMN FREESTANDING FDC WITH 10P 12K
(TYP.)
6. FDC LINE SHALL BE DIP
BUILDING SIGNAGE 12P 32P
EXI
12G
STI
TRANSFORMER PIV WITH BUILDING 11K 7. EXISTING DDCV MUST BE TESTED PRIOR TO ANY INSTALLATION
EXISTING 21K
6BR 30K
NG
+ BUILDING O/H SIGNAGE 13G 16P
EXI
FFE:860.19 24K
CON
9K 14K
STI
. 17P
EXISTING O NC 14K
GC
C.
10P
NG
N 19G
CONC. STI
EXI
MO. ABED
7G
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
CONTRACTOR TO
N C. PROTECT ALL 28P
CO EXISTING 8BR
C.
NG EXISTING UTILITIES 10K 9H
STI BUILDING O/H 16CD 10G
EXI
15G
9P
EXISTING 4" x 4"
EXISTING SUMP METAL COLUMN 10P 10P
EXISTING
UTILITY PLAN
12P 22P
PUMP PER + (TYP.) LIMITS OF 10P 11P 20K
R/W
SURVEY REF. #1 FFE:860.07 16P
TOP:859.76 1-STORY BRICK DISTURBANCE
8P 15P
16P
14P
8"X8" TS&V 10P
SCHOOL BUILDING EXISTING
GATE W/BB 12P
N/F 8" DIP CLASS 350 UNDERGROUND
13P
FIRE MAIN
DEKALB
EXISTING
PROJECT MANAGER:
CONC.
DRWY
COUNTY BOARD
EXI EPS
FH & VALVE 13P 19P
HAN
ST H
SUBJECT OF EDUCATION
STI
15P
WIT AIL
45° BEND 22P 14K 12H
PROPERTY P.I.N.:15 192 06 099
NG
DR
W/TB
QA/QC CHECK:
11G 12H
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219 FREESTANDING FDC WITH
DRAWN BY:
13.185 ACRES OWNER/DEVELOPER
CONC.
+ + BUILDING SIGNAGE 13P
PB 61 PG 51 FFE:860.11 + 9K 21P (PRIMARY PERMITTEE)
ASPHALT
SCALE:
FFE:869.07 PIV WITH BUILDING 16P
DATE:
SIGNAGE 14G 21P
EXISTING 20K
DEKALB BOARD OF EDUCATION
CONTRACTOR 12K
EXISTING TRANSFORMER EXISTING 4" x 4"
TO PROTECT 12P 1701 MOUNTAIN INDUSTRIAL BLVD
GRAPHIC SCALE
CONC.
13P
DRWY
CONC. METAL 10P 28K STONE MOUNTAIN, GA 30083
EXISTING EXISTING FIBERCOLUMN
OPTIC 10K
12P 20P 13P
CONC. CONC. ELECTRIC (TYP.) CABLE
10P
(678) 676-1200 -30 0 15 30 60 120
FFE:859.88 BOX 7K 8K
+ 12K ENGINEER PROJECT NO.
EXISTING
EXISTING 10P 13P
9K
6K ANTONIO SAMPLE
8P 20P 15K
FFE:860.09
+
BUILDING
O/H
1-STORY BRICK D
LIMITS OF 8P
8P
10P
6K
EBERLY & ASSOCIATES, INC.
2951 FLOWERS ROAD SOUTH
( IN FEET ) 23-011
FFE:869.04
BUILDING
4" FDC LINE TO BLDG
DISTURBANCE
8" FIRE LINE TO BLD
-SEE PLUMBING PLANS
G
11P 16P
24P SUITE 119
1 INCH = 30 FT.
+ 7K
C.
-SEE PLUMBING PLANS FOR CONTINUATION 15P 10K ATLANTA, GEORGIA 30341
N
7K (678) 287-4745 SHEET NO.
CO
FOR CONTINUATION 7K
CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P ASAMPLE@EBERLY.NET
NG
EXISTING 7K 10K
STI
CLF
BOX EXISTING
HAN
STE H
CLF 8P
STI
PLAYGROUND 24 HOUR CONTACT FREE THROUGHOUT
R
WIT AIL
CONC. ASPHALT
NG
16P 18P 8P
EXI
C5.0
EQUIPMENT
PS
DR
18P 6H 9P DEKALB BOARD OF EDUCATION THE U.S.A. www.Georgia811.com
CO
CL 19P
12P F 13P 8P 12P 22P 16P
12K 16P (678) 676-1200
NC
12P 13P NC. 9P 20P
THREE WORKING DAYS
CO 9P Know what'sbelow.
.S
15P 10K NG EXISTING 13P 10P 10K
STI 12P 8P BEFORE YOU DIG.
EXI 8K 12P
Call before you dig.
IDE
GATE 6K
10P 17P 8P 6K 9P
12P 10P 10K 13P 7K NOT ISSUEDFOR
WA
16P 15P 16P
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
61,
CLF CLF 15P
R RIDGE
PB 61 PG 51
11K
CL R/W
F
E
GAT
16P
17P S C
51
°3 DR ONC
14P 2'5 W .
16P 10L 2" Y
22P E
36P 19P 20 LIMITS OF
3.
R/W
6BR 6K 10P 65 DISTURBANCE
26P '
R/W
14BR EX
R/W
13P SI IST COMPOST FILTER
8BR DE IN Sd1-CFS CONC.
6BR 9P 848 W G SOCKS (TYP.) DRWY CON
838
26K AL C
K O NC EX DRW C.
20M . AS ISTIN Y CO
848
PH G PAVEMENT PATCH
DR NC.
2
16P C.
R/W
AL
83
C ON Y
868
T WY
866
12P SAWCUT & REPLACE
870
D R W
872
864
11P 34P EXISTING S/W
4
83
4
17P 9K
8
87
CONC.
862
84
16P 14P 8K 22K DOUBLE ROW TYPE S SILT FENCE DRWY
0
12P Sd1-S
85
19P
CEDAR R
R/W
23P 83
6 14PK 24K
WITH MULCH FILTER BERMS
IDGE CONC. LOCATION MAP
ER
860
N 12P 24G COMMUNICATION
SIDEWALK
BA
858
TRAIL
876
N.T.S.
852
AS
8K
FF CABINET
856
PH
4
F (60' R/W
BU EXISTING
85
O 9K 16K
R/W
PER PB 6 A
0
LT
LAND PLANNING
R/W
32
84
8
P 12K 7BR ASPHALT 1,
87
8
TO 8P
EAM 15BR 850 L=295.47' PG 51)
°21'0
8" E
CO RW
R N 71 .94' 10P
12P12P
D
30P 22G R=296.49' 9P
NC Y
ST
8 21P 23 12P 11P 0
83 88
10K CH=283.40' EWALK 8P
CIVIL ENGINEERING
.
E EXISTING CONC. SID
2
L=230.41'
85
AT
S 80°05'52" E
T 852 R=120.78' BENCHMARK
ER
8P 20G 26P R/W
19P 'S F Tr 86
4
9P 9GCH=197.03' 8P
5/8" RBC
25
9P TREE 9P 8G
10K
B UF PROTECTION 13P
866
868
18P
9K 6K 8G
S 53°59'52" E 6K
16K
R/W
88
2 ELEV
884.00
LANDSCAPE ARCHITECTURE
M 8L 16K 58
9P 870 2
17P 9P 8K
6K
11K
7K
EA
8
CURB INLET PROTECTION 860 862
10G 87 19P
19P 7K
8R 854 864 14P 10K
4
8S4T
6 10K 20P 15K
85
84 14P
EXISTING
SCHOOL SIGN
8K 8K 13P
0
EXISTING 16P 17P
TY
85
SCHOOL SIGN
7K 2 Sd2-P 10P 7K 16P 9G
84
F
13K
4
8G ASPHALT 6K 6K
CL
14PUN 24P
7G
88
4 26G 8G EXISTING 12P CO
84 14P 9K 19P 10K
24G O ASPHALT 7K 6K
8K 9P 10P
10K 10P DR NC
11K
' C 19P 20P 7K 14P 15P W .
4
7K Y
854
87
75 SAWCUT & REPLACE 11K 9P
6
22P 9P 15P
87
10P 9K
6
EXISTING S/W 10K 10K
85
8K 8G 6K 14P 9K
8
8P 16P
23P 10P 7K8P 9P
87
7K 18K 14P 11K
844 16P 18P 17P
7K 8G
0
F
12P CL EXISTING
88
14K 846 856 9P 11K 6
88
2
TRANSFORMER CONC. 15P
88
14P 9P 10K 6K 8K
4
R 9P 12P
88
848 9P LA 17P 11K SUBJECT 9K 8K 9K
18P 9P 16P 17P
O DU ING 9P
8P 7K 7K
6K M ILD S GATE PROPERTY 7K
12K 13P 12P
21P 24P
DOUBLE ROW EP
BUTYPE S SILTTFENCE 574,321 S.F. COMMUNICATION
S Sd1-S COMPOST FILTER 6K
85
WITH MULCH FILTER KBERMS 856 21K Sd1-CFS
SOCKS (TYP.)
9P 13.185 ACRES 6K 7K
CABINET
C 6 14P 15P 18P 6K 9K
852 DE 10P 8G 6K
O D G 858 9K 13P 6K
N
854 858 WO LKI 858 8P 17P N/F 15P 21K
WA PAVEMENT PATCH 888
CONC.
DRWY
856
18P DEKALB COUNTY BOARD 17P
LAR OF EDUCATION
8P
DU NG 8P
0
9K 15P 9K
86
O 9P
858
EXISTING M ILDI P.I.N.:15 192 06 099 7K
MODULAR 17K
858
BU CK 7K 7G
BUILDING ASPHALT
O OD G DE ZONING:R-85 8K 8P 12P 16P
W LKI N 12P DB12P
R/W
85
WOODRIDGE ELEMENTARY
3029 PG 219
SIDEWALK
8 WA 7K 16P
PB 61 PG 51 10K 12K
COMPOST FILTER
CONC.
FIRE SPRINKLER INSTALLATION
WALKING DECK SOCKS (TYP.) 860
Sd1-CFS 18P
10P 12P 7K 7K
11K 8K 7K
860 16P
S 00°39'08" W 579.66'
EXISTING 6D 10P 15G
LIMITS OF 7K
DEKALB COUNTY, GEORGIA
CONC. 890
ALKING DECK STEPS 862 8CM
4120 CEDAR RIDGE TRAIL
DISTURBANCE 8P
862 15P
11P 9K 7K
15K
8P
10P 15P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
DOUBLE ROW TYPE S SILT FENCE 13P
R/W
WITH MULCH FILTER BERMSFFE:862.44
Sd1-S 14P 12P 6K 6G
11CM 8P 14P
7D 16P 12P
14K
STEPS 6K 9K
882
15P
878
880
17K
884
87674
WALKING DECK 8K 8K
LIMITS OF +
8 72
FFE:860.16 10P
DISTURBANCE 11P
8
COMPOST FILTER 11K 15K
EXISTING
87068
Sd1-CFS 15K
886
SOCKS (TYP.) 8P
8 66
CONC. EXISTING 10G
11P
8
25K ASPHALT 9P 18P 16K 10K
894
892
862
890
15P 18P 9P
860
858
DROP INLET + FFE:860.15 CURB INLET PROTECTION 12P
888
6K
858
EXISTING
ASPHALT
PROTECTION
EXISTING 1-STORY 6G 16K 8K
15P 8P
CONC. BRICK 21P 8K
PS 9P
896
STE TH
898
SCHOOL 19K DROP INLET Sd2-P 6MG 11P 6K 14P 19P
I 12P
PROJECT:
PROTECTION W IL 9P
858 BUILDING RA 13P
ND
HA 8P 8K
CONC.
10K
DRWY
Sd2-G GATE EXISTING 27K
12P
864
SATELLITE 11P 11P 9K
9P 10P 17K
EXISTING DISH 13K
89
12P 11P 12K
2
Sd1-S
SENSITIVE
SILT FENCE
ASPHALT CLF
Sd2-G 10P
14P
15P
15P 15K
6K LEVEL II CERTIFICATION
26P 18G
8P
MET
6K 6K REVISIONS:
EXISTING 10P 12P 6K GEORGIA SOIL AND WATER CONSERVATION COMMISSION
COMPOST FILTER 12P 8K COMMUNICATION
CONC.
A
R/W
Sd1-CFS +
FFE:860.07 H CABINET
L
SOCKS (TYP.)
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
20K 8K
JEREMIAH PHILLIPS
858
11P 13K
860
EXISTING 16P 04/20/2023 ISSUED FOR BID
FFE:860.14
+ 17P
12P 7PO
9K
8BR
LEVEL II CERTIFIED DESIGN PROFESSIONAL
CONC.
CONC.
19G 05/23/2023 ADDENDUM #1
DRWY
13K
02/29/2024 PERMIT REVISION#1
8
15BR 18P 15P
85
18K 9K 16G
6K 03/14/2024 BULLENTIN #2
23P 32K CERTIFICATION NUMBER 0000072147
86
15M 16P 11K
+ FFE:860.13
2
BR 9P 8P 9BR ISSUED: 08/29/2020
15K
W IC K EXPIRES: 08/29/2023
AL
DOUBLE ROW TYPE S SILT FENCE L 8K 11A 7K
Sd1-S GATE 16P
WITH MULCH FILTER BERMS 4" x 4" EXISTING
BRI L
WA
16P
METAL COLUMN 10P 12K
CK
L
(TYP.)
86
12P 32P
EXI
860
2
12G
STI
TRANSFORMER 11K
EXISTING 21K OWNER/DEVELOPER
6BR 30K
NG
+ BUILDING O/H 13G 16P
(PRIMARY PERMITTEE)
EXI
FFE:860.19 4 24K
86
C
9K 14K
ONC
COMPOST FILTER
STI
. 17P
EXISTING O NC Sd1-CFS
SOCKS (TYP.) 6 8 68 14K DEKALB BOARD OF EDUCATION
GC 86 10P 882
NG
N 19G
.
CONC. STI 70 72 1701 MOUNTAIN INDUSTRIAL BLVD
858
E XI 7G
MO. ABED
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
8 8
STONE MOUNTAIN, GA 30083
8 76
NC. 87
4 28P
87 8
CO
88 0
EXISTING 8BR
C
10K 9H (678) 676-1200
2
88
NG
STI
.
INITIAL ES&PC PLAN
BUILDING O/H 16CD 10G
EXI ENGINEER
15G
0
9P
86
EXISTING 4" x 4" 2 PAVEMENT PATCH
0 86 LIMITS OF BENCHMARK ANTONIO SAMPLE
EXISTING SUMP 86 EXISTING METAL COLUMN CURB INLET PROTECTION 10P
DISTURBANCE
10P
12P 22P 5/8" RBC
EBERLY & ASSOCIATES, INC.
PUMP PER (TYP.) 10P 11P ELEV
89
+ 20K
R/W
FFE:860.07 1-STORY BRICK 16P 2951 FLOWERS ROAD SOUTH
4
SURVEY REF. #1
S 00°39'08" W 579.66'
16P 893.62
TOP:859.76 COMPOST FILTER Sd2-P SUITE 119
SCHOOL BUILDING Sd1-CFS
SOCKSEXISTING
(TYP.) 4
14P 10P
8P 15P
ATLANTA, GEORGIA 30341
86 SAWCUT & REPLACE 12P
890
892
GATE
888
4
HEIGHT = 28'-7" APPROX. EXISTING S/W (678) 287-4745
88
886
ASAMPLE@EBERLY.NET
86
N/F 13P
0
DEKALB 24 HOUR CONTACT
CONC.
PROJECT MANAGER:
DRWY
COUNTY BOARD
EXI EPS
6 19P
86 13P DEKALB BOARD OF EDUCATION
HAN
ST H
SUBJECT
85
OF EDUCATION
STI
DOUBLE ROW TYPE S SILT FENCE 15P
WIT AIL
22P 14K
8
Sd1-S 12H (678) 676-1200
PROPERTY P.I.N.:15 192 06 099 WITH MULCH FILTER BERMS
NG
DR
QA/QC CHECK:
11G 12H
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219
DRAWN BY:
13.185 ACRES
CONC.
+ 8 13P
R/W
PB 61 PG 51 +
FFE:860.11 86
+ 9K 21P
ASPHALT
FFE:869.07
SCALE:
16P
DATE:
14G 21P
EXISTING
Sd1-S DOUBLE ROW TYPE S 890 20K
12K
0
EXISTING TRANSFORMER 0 12P
87
86
SILT FENCE
EXISTING 4" x 4" 884
862
GRAPHIC SCALE
CONC.
13P
DRWY
CONC.
864
EXISTING WITHMETAL
MULCHCOLUMN
FILTER 10P 28K
EXISTING 10K
866
(TYP.) BERMS 12P 20P 13P
CONC. ELECTRIC
8
CONC. 10P -30 0 15 30 60 120
86
SAWCUT & REPLACE 8K
FFE:859.88 BOX 892 7K
+ EXISTING 87
2 EXISTING S/W
COMPOST FILTER 9K
12K PROJECT NO.
EXISTING 10P 13P
1-STORY BRICK LIMITSSOCKS
OF (TYP.) Sd1-CFS
8P 20P 6K
15K 896
FFE:860.09
+
BUILDING
O/H
D
DISTURBANCE 8P 10P ( IN FEET ) 23-011
BUILDING 874
11P
886 8P
16P
894
6K
1 INCH = 30 FT.
FFE:869.04 HEIGHT = 21' APPROX. 24P
+ 7K
NC.
15P 10K
LL
7K SHEET NO.
WALL
D
WOO
CO
7K 89
WA
876 6 CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P
NG
EXISTING 7K
NG
10K
STI
CLF
BOX EXISTING
HAN
STE H
C LF 8P 888
STI
PLAYGROUND FREE THROUGHOUT
R
WIT AIL
STI
CONC. ASPHALT
N
18P 860 8P
16P 860
EXI
PS
EC2.0
EQUIPMENT
GC
DR
868 THE U.S.A. www.Georgia811.com
EXI
18P CL 6H 9P
8P 12P 878 19P
ON
12P F 862 13P 22P 16P
12K 16P NC. 866 9P 20P
THREE WORKING DAYS
C. S
12P 13P O
Know what's below.
858
15P 10K8 852 4 GC 9P
856
86 EXISTING
854
IN 13P 10P 10K
890
84 50 IST 8P BEFORE YOU DIG.
892
12P 8K 12P
Call before you dig.
IDE
8 8 17P EX GATE
8P 6K 9P
84 46 10P 12P 6K 13P 7K NOT ISSUED FOR
84
10P 10K
WA
0
4 16P 860 88 15P 16P
2
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
PER PB 61,
CLF CLF 15P
R RIDGE
862 11P
PB 61 PG 51
11K
CL R/W
F
E
GAT
16P
17P S C
51
°3 DR ONC 3130805
14P 2'5 W .
16P 10L 2" Y
22P E
36P 19P 08/15/23
20 LIMITS OF
3
R/W
6BR 6K 10P .6 DISTURBANCE
26P 5'
14BR EX
R/W
13P SI IST COMPOST FILTER
8BR DE IN Sd1-CFS CONC.
6BR 9P848 W G SOCKS (TYP.) DRWY CON
838
26K AL C
K ON EX DRW C.
20M
C. AS ISTIN Y CO
848
PH G PAVEMENT PATCH
DR NC.
2
16P AL C.
83
CON Y
868
T SAWCUT & REPLACE WY
866
12P
870
DRW
872
11P
864
34P EXISTING S/W
4
83
4
17P 9K
8
87
CONC.
862
84
16P 14P 8K 22K DOUBLE ROW TYPE S SILT FENCE DRWY
0
12P Sd1-S
85
19P
CEDAR R
R/W
23P 83
6 14P 24K
WITH MULCH FILTER BERMS
IDGE CONC. LOCATION MAP
860
R 12P 24G COMMUNICATION
SIDEWALK
858
FE 8K TRAIL
876
AS
N.T.S.
852
CABINET
856
F PH
4
EXISTING (60' R/W
85
BU
9K 16K
R/W
PER PB 6 AL
0
LAND PLANNING
R/W
2 T
84
8
83 12K 7BR ASPHALT 1,
87
E 8P PG 51) 8" E
AT 15BR 850 L=295.47' °21'0
CO RW
T R=296.49' N 71 .94' 10P
12P12P
D
S 21P 30P 22G 9P
NC Y
8 ' 23 12P 11P 0
83 88
25 CIVIL ENGINEERING
10K CH=283.40' EWALK 8P
.
R EXISTING CONC. SID
2
L=230.41'
FE
85
S 80°05'52" E
8P 26P F 852 R/W
R=120.78' BENCHMARK
BU
20G 4 9GCH=197.03' 8P
19P
9P Tr TREE 9P 86 9P 8G 16K
5/8" RBC
10K
NT
Y PROTECTION 13P
866
868
18P
9K 6K 8G
S 53°59'52" E 6K R/W
88
2 ELEV
884.00
LANDSCAPE ARCHITECTURE
U 8L 16K 58
9P 870 2
17P 9P 8K
6K
11K
CO CURB INLET PROTECTION 8 7K
860 862
10G 87 19P
19P 7K
B 8 854 864 14P 10K
4
AL 84 84
6 10K 20P 15K
85
14P
EXISTING
SCHOOL SIGN
8K 8K 13P
0
K EXISTING 16P 17P
85
SCHO OL SIGN
7K 2 Sd2-P 7K 16P
84 E 10P 9G
F
13K
4
8G' D 14P ASPHALT
CL
8G 7G 6K 6K
88
4 26G EXISTING 12P CO
84 5
7 24G 24P 14P
ASPHALT 8K 9P 10P 9K
10P 19P 10K
DR NC
11K 7K 6K 10K 20P 7K 15P W .
7K 14P
4
19P Y
854
87
SAWCUT & REPLACE 11K 9P
6
22P 9P 15P
87
10P 9K
6
EXISTING S/W 10K 10K
85
8K 8G 6K 14P 9K
8
8P 16P
23P 10P 7K8P 9P
87
7K 18K 14P 11K
844 16P 18P 17P
7K 8G
0
F
12P CL EXISTING
88
14K 846 856 9P 6
11K 88
2
TRANSFORMER CONC. 15P
88
14P 9P 10K 6K 8K
4
R 9P 12P
88
848 9P LA 17P 11K SUBJECT 9K 8K 9K
18P 9P 16P 17P
O DU ING 9P
8P 7K 7K
6K M ILD S GATE
12K PROPERTY 13P 12P 7K
21P 24P BU EP COMMUNICATION
ST COMPOST FILTER 574,321 S.F. 6K
85 856 21K Sd1-CFS 9P 13.185 ACRES CABINET
CK 6 SOCKS (TYP.) 14P 15P 18P 6K 6K 7K 9K
852 DE 10P 8G 6K
OD NG 858 9K 13P 6K
854 858 WO LKI 858 8P 17P N/F 15P 21K
WA PAVEMENT PATCH 888
CONC.
DRWY
856
18P DEKALB COUNTY BOARD 17P
LAR OF EDUCATION
8P
DU NG 8P
0
9K 15P 9K
86
O
M ILDI 9P
858
EXISTING P.I.N.:15 192 06 099 7K
MODULAR 17K
858
BU CK 7K 7G
BUILDING ASPHALT
O OD G DE ZONING:R-85 8K 8P 12P 16P
W LKI N 12P DB12P
WOODRIDGE ELEMENTARY
85
SIDEWALK
3029 PG 219 16P
8 WA PB 61 PG 51 7K 10K 12K
CONC.
FIRE SPRINKLER INSTALLATION
NG DECK 860 18P
10P 12P 7K 7K
11K 8K 7K
860 16P
S 00°39'08" W 579.66'
EXISTING 6D 10P 15G
7K
DEKALB COUNTY, GEORGIA
CONC. LIMITS OF 890
DECK 862 8CM
4120 CEDAR RIDGE TRAIL
STEPS DISTURBANCE 8P
862 15P
11P 9K 7K
15K
8P
10P 15P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
13P
FFE:862.44 14P 12P 6K 6G
11CM 8P 14P
7D 16P 12P
14K
STEPS 6K 9K
882
15P
878
880
17K
884
87674
NG DECK 8K 8K
+
8 72
FFE:860.16 10P 11P
8
COMPOST FILTER 11K 15K
EXISTING
87068
Sd1-CFS 15K
886
SOCKS (TYP.) 8P
8 66
CONC. EXISTING 10G
11P
8
25K ASPHALT 9P 18P 16K 10K
894
892
862
890
15P 18P 9P
860
858
+ FFE:860.15 12P
888
6K
858
EXISTING
1-STORY
ASPHALT
CURB INLET PROTECTION 6G 16K 8K
BRICK 15P 8P
EXISTING 21P 8K
SCHOOL PS 9P
896
STE TH
898
CONC. 19K 6MG 11P 14P 19P
BUILDING Sd2-P
I 6K 12P
PROJECT:
W AIL 9P
858 DR 13P
DOUBLE ROW TYPE S SILT FENCE AN
HSAWCUT & REPLACE 8P 8K
CONC.
10K
DRWY
EXISTING GATE EXISTING Sd1-S 27K
WITH MULCH FILTER BERMS EXISTING S/W 12P
864
ASPHALT SATELLITE 11P 11P 9K 17K
DISH LIMITS OF 9P 10P 13K
89
DISTURBANCE 12P 11P 12K
2
CLF 10P
14P
15P
15P 15K
6K LEVEL II CERTIFICATION
COMPOST FILTER 26P 18G
Sd1-CFS
8P
MET
SOCKS (TYP.) 6K 6K REVISIONS:
EXISTING 10P 12P 6K GEORGIA SOIL AND WATER CONSERVATION COMMISSION
12P 8K COMMUNICATION
CONC.
AL
+
FFE:860.07 H CABINET
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
20K 8K
JEREMIAH PHILLIPS
858
11P 13K
860
SENSITIVE 16P
EXISTING FFE:860.14
Sd1-S 17P 9K LEVEL II CERTIFIED DESIGN PROFESSIONAL 04/20/2023 ISSUED FOR BID
+ SILT FENCE 12P 7PO 8BR
CONC.
CONC.
19G
DRWY
13K
8
15BR 18P 15P
85
18K 9K 16G
6K
23P 32K CERTIFICATION NUMBER 0000072147
86
15M 16P 11K
+ FFE:860.13 9BR
2
BR SAWCUT & REPLACE 9P 8P ISSUED: 08/29/2020
15K
W ICK EXISTING S/W EXPIRES: 08/29/2023
AL
L 8K 11A 7K
GATE 16P
4" x 4" EXISTING
BRI L
WA
16P
METAL COLUMN 10P 12K
CK
L
(TYP.) Tr 32P
86
12P
EXI
TREE
860
2
PROTECTION 12G
STI
TRANSFORMER 11K
EXISTING 21K OWNER/DEVELOPER
6BR 30K
NG
+ BUILDING O/H 13G 16P
(PRIMARY PERMITTEE)
EXI
FFE:860.19 4 24K
86
CON
COMPOST FILTER 9K 14K
STI
. 17P
EXISTING O NC Sd1-CFS
SOCKS (TYP.) 6 868 14K DEKALB BOARD OF EDUCATION
GC 86
C.
10P 882
NG
N 19G
CONC. STI 70 72 1701 MOUNTAIN INDUSTRIAL BLVD
EXI
858
MO. ABED
7G
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
8 8
STONE MOUNTAIN, GA 30083
8 76
C. 4 28P
ON 87
87 8
88 0
GC EXISTING 8BR
C.
10K 9H (678) 676-1200
2
88
N
STI
INITIAL ES&PC PLAN
BUILDING O/H 16CD 10G
EXI ENGINEER
15G
0
9P
86
EXISTING 4" x 4" 2 PAVEMENT PATCH
0 86 BENCHMARK ANTONIO SAMPLE
EXISTING SUMP 86 METAL COLUMN 10P 10P 5/8" RBC
PUMP PER EXISTING (TYP.)
CURB INLET PROTECTION 12P
10P
22P
11P ELEV
EBERLY & ASSOCIATES, INC.
89
+ LIMITS OF 20K
R/W
FFE:860.07 16P 2951 FLOWERS ROAD SOUTH
4
SURVEY REF. #1
S 00°39'08" W 579.66'
893.62
TOP:859.76 1-STORY BRICK Sd1-CFS COMPOST FILTER Sd2-P
DISTURBANCE
8P 15P
16P
SUITE 119
SOCKSEXISTING
(TYP.) 14P 10P
SCHOOL BUILDING 86
4 SAWCUT & REPLACE 12P ATLANTA, GEORGIA 30341
890
892
GATE
888
4
EXISTING S/W (678) 287-4745
88
886
ASAMPLE@EBERLY.NET
86
N/F 13P
0
DEKALB 24 HOUR CONTACT
PROJECT MANAGER:
CONC.
DRWY
COUNTY BOARD
EXI EPS
6 19P
86 13P DEKALB BOARD OF EDUCATION
HAN
ST H
SUBJECT
85
OF EDUCATION
STI
DOUBLE ROW TYPE S SILT FENCE 15P
WIT AIL
22P 14K
8
Sd1-S 12H (678) 676-1200
PROPERTY P.I.N.:15 192 06 099 WITH MULCH FILTER BERMS
NG
DR
QA/QC CHECK:
11G 12H
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219
DRAWN BY:
13.185 ACRES
CONC.
+ + 8 13P
PB 61 PG 51 FFE:860.11 + 86 9K 21P
ASPHALT
SCALE:
FFE:869.07 16P
DATE:
14G 21P
EXISTING
Sd1-S DOUBLE ROW TYPE S 890 20K
12K
0
EXISTING TRANSFORMER 0 12P
87
86
SILT FENCE
EXISTING 4" x 4" 884
862
GRAPHIC SCALE
CONC.
13P
DRWY
CONC.
864
EXISTING WITHMETAL
MULCHCOLUMN
FILTER 10P 28K
EXISTING 10K
866
(TYP.) BERMS 12P 20P 13P
CONC. ELECTRIC
8
CONC. 10P -30 0 15 30 60 120
86
SAWCUT & REPLACE 8K
FFE:859.88 BOX 892 7K 12K
+ 87
2 EXISTING S/W PROJECT NO.
EXISTING
EXISTING COMPOST FILTER10P 13P
Sd1-CFS
9K
6K
SOCKS (TYP.) 8P 20P 15K 896
FFE:860.09
+
BUILDING
O/H
1-STORY BRICK D
LIMITS OF
874
8P 10P
6K
( IN FEET ) 23-011
886 8P
FFE:869.04
BUILDING DISTURBANCE
11P 16P
894
24P
1 INCH = 30 FT.
+ 7K
NC.
15P 10K
LL
7K SHEET NO.
WALL
D
WOO
CO
7K 89
WA
876 6 CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P
NG
EXISTING 7K
NG
10K
STI
CLF
BOX EXISTING
HAN
STE H
CLF 8P 888
STI
PLAYGROUND FREE THROUGHOUT
R
WIT AIL
STI
CONC. ASPHALT
NG
18P 860 8P
16P 860
EXI
EC2.0
EQUIPMENT
PS
DR
868 THE U.S.A. www.Georgia811.com
EXI
18P 6H 9P
CO
CL 878 19P
F 13P 8P 12P 16P
12P
12K 16P 862 22P
NC
12P 13P NC. 866 9P 20P
THREE WORKING DAYS
CO Know what'sbelow.
858
15P 10K8 852 4 9P
856
.S
86 NG EXISTING
854
13P 10P 10K
890
84 50 STI 8P BEFORE YOU DIG.
892
EXI 12P 8K 12P
Call before you dig.
IDE
8 8 GATE 6K
17P 8P 9P
84 46 10P 12P 6K 10K 13P 7K NOT ISSUEDFOR
84
10P
WA
0
4 16P 860 88 15P 16P
2
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
61,
CLF CLF 15P
R RIDGE
862
PB 61 PG 51
11K
CL R/W
F
E
GAT
16P
17P S C
51
°3 DR ONC
14P 2'5 W .
16P 10L 2" Y
22P E
36P 19P 20 LIMITS OF
3.
R/W
6BR 6K 10P 65 DISTURBANCE
26P '
R/W
14BR EX
R/W
13P SI IST COMPOST FILTER
8BR DE IN Sd1-CFS CONC.
6BR 9P 848 W G SOCKS (TYP.) DRWY CON
838
26K AL C
K O NC EX DRW C.
20M . AS ISTIN Y CO
848
PH G PAVEMENT PATCH
DR NC.
2
16P C.
R/W
AL
83
C ON Y
868
T WY
866
12P SAWCUT & REPLACE
870
D R W
872
864
11P 34P EXISTING S/W
4
83
4
17P 9K
8
87
CONC.
862
84
16P 14P 8K 22K DOUBLE ROW TYPE S SILT FENCE DRWY
0
12P Sd1-S
85
19P
CEDAR R
R/W
23P 83
6 14PK 24K
WITH MULCH FILTER BERMS
IDGE CONC. LOCATION MAP
ER
860
N 12P 24G COMMUNICATION
SIDEWALK
BA
858
TRAIL
876
N.T.S.
852
AS
8K
FF CABINET
856
PH
4
F (60' R/W
BU EXISTING
85
O 9K 16K
R/W
PER PB 6 A
0
LT
LAND PLANNING
R/W
32
84
8
P 12K 7BR ASPHALT 1,
87
8
TO 8P
EAM 15BR 850 L=295.47' PG 51)
°21'0
8" E
CO RW
R N 71 .94' 10P
12P12P
D
30P 22G R=296.49' 9P
NC Y
ST
8 21P 23 12P 11P 0
83 88
10K CH=283.40' EWALK 8P
CIVIL ENGINEERING
.
E EXISTING CONC. SID
2
L=230.41'
85
AT
S 80°05'52" E
T 852 R=120.78' BENCHMARK
ER
8P 20G 26P R/W
19P 'S F Tr 86
4
9P 9GCH=197.03' 8P
5/8" RBC
25
9P TREE 9P 8G
10K
B UF PROTECTION 13P
866
868
18P
9K 6K 8G
S 53°59'52" E 6K
16K
R/W
88
2 ELEV
884.00
LANDSCAPE ARCHITECTURE
M 8L 16K 58
9P 870 2
17P 9P 8K
6K
11K
7K
EA
8
CURB INLET PROTECTION 860 862
10G 87 19P
19P 7K
8R 854 864 14P 10K
4
8S4T
6 10K 20P 15K
85
84 14P
EXISTING
SCHOOL SIGN
8K 8K 13P
0
EXISTING 16P 17P
TY
85
SCHOOL SIGN
7K 2 Sd2-P 10P 7K 16P 9G
84
F
13K
4
8G ASPHALT 6K 6K
CL
14PUN 24P
7G
88
4 26G 8G EXISTING 12P CO
84 14P 9K 19P 10K
24G O ASPHALT 7K 6K
8K 9P 10P
10K 10P DR NC
11K
' C 19P 20P 7K 14P 15P W .
4
7K Y
854
87
75 SAWCUT & REPLACE 11K 9P
6
22P 9P 15P
87
10P 9K
6
EXISTING S/W 10K 10K
85
8K 8G 6K 14P 9K
8
8P 16P
23P 10P 7K8P 9P
87
7K 18K 14P 11K
844 16P 18P 17P
7K 8G
0
F
12P CL EXISTING
88
14K 846 856 9P 11K 6
88
2
TRANSFORMER CONC. 15P
88
14P 9P 10K 6K 8K
4
R 9P 12P
88
848 9P LA 17P 11K SUBJECT 9K 8K 9K
18P 9P 16P 17P
O DU ING 9P
8P 7K 7K
6K M ILD S GATE PROPERTY 7K
12K 13P 12P
21P 24P
DOUBLE ROW EP
BUTYPE S SILTTFENCE 574,321 S.F. COMMUNICATION
S Sd1-S COMPOST FILTER 6K
85
WITH MULCH FILTER KBERMS 856 21K Sd1-CFS
SOCKS (TYP.)
9P 13.185 ACRES 6K 7K
CABINET
C 6 14P 15P 18P 6K 9K
852 DE 10P 8G 6K
O D G 858 9K 13P 6K
N
854 858 WO LKI 858 8P 17P N/F 15P 21K
WA PAVEMENT PATCH 888
CONC.
DRWY
856
18P DEKALB COUNTY BOARD 17P
LAR OF EDUCATION
8P
DU NG 8P
0
9K 15P 9K
86
O 9P
858
EXISTING M ILDI P.I.N.:15 192 06 099 7K
MODULAR 17K
858
BU CK 7K 7G
BUILDING ASPHALT
O OD G DE ZONING:R-85 8K 8P 12P 16P
W LKI N 12P DB12P
R/W
85
WOODRIDGE ELEMENTARY
3029 PG 219
SIDEWALK
8 WA 7K 16P
PB 61 PG 51 10K 12K
COMPOST FILTER
CONC.
FIRE SPRINKLER INSTALLATION
WALKING DECK SOCKS (TYP.) 860
Sd1-CFS 18P
10P 12P 7K 7K
11K 8K 7K
860 16P
S 00°39'08" W 579.66'
EXISTING 6D 10P 15G
LIMITS OF 7K
DEKALB COUNTY, GEORGIA
CONC. 890
ALKING DECK STEPS 862 8CM
4120 CEDAR RIDGE TRAIL
DISTURBANCE 8P
862 15P
11P 9K 7K
15K
8P
10P 15P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
DOUBLE ROW TYPE S SILT FENCE 13P
R/W
WITH MULCH FILTER BERMSFFE:862.44
Sd1-S 14P 12P 6K 6G
11CM 8P 14P
7D 16P 12P
14K
STEPS 6K 9K
882
15P
878
880
17K
884
87674
WALKING DECK 8K 8K
LIMITS OF +
8 72
FFE:860.16 10P
DISTURBANCE 11P
8
COMPOST FILTER 11K 15K
EXISTING
87068
Sd1-CFS 15K
886
SOCKS (TYP.) 8P
8 66
CONC. EXISTING 10G
11P
8
25K ASPHALT 9P 18P 16K 10K
894
892
862
890
15P 18P 9P
860
858
DROP INLET + FFE:860.15 CURB INLET PROTECTION 12P
888
6K
858
EXISTING
ASPHALT
PROTECTION
EXISTING 1-STORY 6G 16K 8K
15P 8P
CONC. BRICK 21P 8K
PS 9P
896
STE TH
898
SCHOOL 19K DROP INLET Sd2-P 6MG 11P 6K 14P 19P
I 12P
PROJECT:
PROTECTION W IL 9P
858 BUILDING RA 13P
ND
HA 8P 8K
CONC.
10K
DRWY
Sd2-G GATE EXISTING 27K
12P
864
SATELLITE 11P 11P 9K
9P 10P 17K
EXISTING DISH 13K
89
12P 11P 12K
2
SENSITIVE ASPHALT CLF 15P 15K
Sd1-S Sd2-G 10P 15P 6K
SILT FENCE 14P 26P 18G
8P
MET
6K 6K REVISIONS:
COMPOST FILTER
EXISTING
CONC.
10P
12P
12P 6K
8K COMMUNICATION LEVEL II CERTIFICATION
A
R/W
Sd1-CFS +
FFE:860.07 H CABINET
L
SOCKS (TYP.)
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
20K 8K
858
11P 13K
860
EXISTING 16P GEORGIA SOIL AND WATER CONSERVATION COMMISSION 04/20/2023 ISSUED FOR BID
FFE:860.14
+ 17P 9K
CONC. 12P 7PO 8BR
CONC.
19G 05/23/2023 ADDENDUM #1
DRWY
13K JEREMIAH PHILLIPS
02/29/2024 PERMIT REVISION#1
8
15BR 18P 15P
85
18K 9K 16G LEVEL II CERTIFIED DESIGN PROFESSIONAL
6K 03/14/2024 BULLENTIN #2
23P 32K
86
15M 16P 11K
+ FFE:860.13
2
BR 9P 8P 9BR
15K
W IC K
AL CERTIFICATION NUMBER 0000072147
DOUBLE ROW TYPE S SILT FENCE L 8K 11A 7K
Sd1-S GATE
WITH MULCH FILTER BERMS 4" x 4" EXISTING
16P ISSUED: 08/29/2020
BRI L
WA
16P EXPIRES: 08/29/2023
METAL COLUMN 10P 12K
CK
L
(TYP.)
86
12P 32P
EXI
860
2
12G
STI
TRANSFORMER 11K
EXISTING 21K
6BR 30K
NG
+ BUILDING O/H 13G 16P
EXI
FFE:860.19 4 24K
86
C
9K 14K OWNER/DEVELOPER
ONC
COMPOST FILTER
STI
. 17P
EXISTING O NC Sd1-CFS
SOCKS (TYP.) 6 86
8
14K (PRIMARY PERMITTEE)
GC 86 10P 882
NG
N 19G
.
CONC. STI 0 2
858
E XI 87 87 7G
MO. ABED
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
DEKALB BOARD OF EDUCATION
8 76
C. 4 28P
ON 87
87 8
1701 MOUNTAIN INDUSTRIAL BLVD
88 0
GC EXISTING 8BR
C
10K 9H
2
88
N
STI
.
BUILDING O/H 16CD 10G
EXI STONE MOUNTAIN, GA 30083
15G
0
9P (678) 676-1200
86
2
FINAL EROSION
EXISTING 4" x 4" PAVEMENT PATCH
0 86 LIMITS OF BENCHMARK
EXISTING SUMP 86 EXISTING METAL COLUMN 10P 10P 5/8" RBC ENGINEER
ES&PC PLAN
CURB INLET PROTECTION DISTURBANCE 12P 22P
PUMP PER (TYP.) 10P 11P ELEV
89
+ 20K
R/W
FFE:860.07 1-STORY BRICK 16P ANTONIO SAMPLE
4
SURVEY REF. #1
S 00°39'08" W 579.66'
16P 893.62
TOP:859.76 COMPOST FILTER Sd2-P EBERLY & ASSOCIATES, INC.
SCHOOL BUILDING Sd1-CFS
SOCKSEXISTING
(TYP.) 4
14P 10P
8P 15P
2951 FLOWERS ROAD SOUTH
86 SAWCUT & REPLACE 12P
890
SUITE 119
892
GATE
888
4
HEIGHT = 28'-7" APPROX. EXISTING S/W
88
886
ATLANTA, GEORGIA 30341
86
N/F 13P
0
DEKALB (678) 287-4745
ASAMPLE@EBERLY.NET
CONC.
PROJECT MANAGER:
DRWY
COUNTY BOARD
EXI EPS
6 19P
86 13P
HAN
ST H
SUBJECT
85
OF EDUCATION
STI
DOUBLE ROW TYPE S SILT FENCE 15P 24 HOUR CONTACT
WIT AIL
22P 14K
8
Sd1-S 12H
PROPERTY P.I.N.:15 192 06 099 WITH MULCH FILTER BERMS
NG
DR
QA/QC CHECK:
11G 12H DEKALB BOARD OF EDUCATION
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219 (678) 676-1200
DRAWN BY:
13.185 ACRES
CONC.
+ 8 13P
R/W
PB 61 PG 51 +
FFE:860.11 86
+ 9K 21P
ASPHALT
FFE:869.07
SCALE:
16P
DATE:
14G 21P
EXISTING
Sd1-S DOUBLE ROW TYPE S 890 20K
12K
0
EXISTING TRANSFORMER 0 12P
87
86
SILT FENCE
EXISTING 4" x 4" 884
862
GRAPHIC SCALE
CONC.
13P
DRWY
CONC.
864
EXISTING WITHMETAL
MULCHCOLUMN
FILTER 10P 28K
EXISTING 10K
866
(TYP.) BERMS 12P 20P 13P
CONC. ELECTRIC
8
CONC. 10P -30 0 15 30 60 120
86
SAWCUT & REPLACE 8K
FFE:859.88 BOX 892 7K
+ EXISTING 87
2 EXISTING S/W
COMPOST FILTER 9K
12K PROJECT NO.
EXISTING 10P 13P
1-STORY BRICK LIMITSSOCKS
OF (TYP.) Sd1-CFS
8P 20P 6K
15K 896
FFE:860.09
+
BUILDING
O/H
D
DISTURBANCE 8P 10P ( IN FEET ) 23-011
BUILDING 874
11P
886 8P
16P
894
6K
1 INCH = 30 FT.
FFE:869.04 HEIGHT = 21' APPROX. 24P
+ 7K
NC.
15P 10K
LL
7K SHEET NO.
WALL
D
WOO
CO
7K 89
WA
876 6 CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P
NG
EXISTING 7K
NG
10K
STI
CLF
BOX EXISTING
HAN
STE H
C LF 8P 888
STI
PLAYGROUND FREE THROUGHOUT
R
WIT AIL
STI
CONC. ASPHALT
N
18P 860 8P
16P 860
EXI
PS
EC3.0
EQUIPMENT
GC
DR
868 THE U.S.A. www.Georgia811.com
EXI
18P CL 6H 9P
8P 12P 878 19P
ON
12P F 862 13P 22P 16P
12K 16P NC. 866 9P 20P
THREE WORKING DAYS
C. S
12P 13P O
Know what's below.
858
15P 10K8 852 4 GC 9P
856
86 EXISTING
854
IN 13P 10P 10K
890
84 50 IST 8P BEFORE YOU DIG.
892
12P 8K 12P
Call before you dig.
IDE
8 8 17P EX GATE
8P 6K 9P
84 46 10P 12P 6K 13P 7K NOT ISSUED FOR
84
10P 10K
WA
0
4 16P 860 88 15P 16P
2
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
PER PB 61,
CLF CLF 15P
R RIDGE
862 11P
PB 61 PG 51
11K
CL R/W
F
E
GAT
16P
17P S C
51
°3 DR ONC 3130805
14P 2'5 W .
16P 10L 2" Y
22P E
36P 19P 08/15/23
20 LIMITS OF
3
R/W
6BR 6K 10P .6 DISTURBANCE
26P 5'
14BR EX
R/W
13P SI IST COMPOST FILTER
8BR DE IN Sd1-CFS CONC.
6BR 9P848 W G SOCKS (TYP.) DRWY CON
838
26K AL C
K ON EX DRW C.
20M
C. AS ISTIN Y CO
848
PH G PAVEMENT PATCH
DR NC.
2
16P AL C.
83
CON Y
868
T SAWCUT & REPLACE WY
866
12P
870
DRW
872
11P
864
34P EXISTING S/W
4
83
4
17P 9K
8
87
CONC.
862
84
16P 14P 8K 22K DOUBLE ROW TYPE S SILT FENCE DRWY
0
12P Sd1-S
85
19P
CEDAR R
R/W
23P 83
6 14P 24K
WITH MULCH FILTER BERMS
IDGE CONC. LOCATION MAP
860
R 12P 24G COMMUNICATION
SIDEWALK
858
FE 8K TRAIL
876
AS
N.T.S.
852
CABINET
856
F PH
4
EXISTING (60' R/W
85
BU
9K 16K
R/W
PER PB 6 AL
0
LAND PLANNING
R/W
2 T
84
8
83 12K 7BR ASPHALT 1,
87
E 8P PG 51) 8" E
AT 15BR 850 L=295.47' °21'0
CO RW
T R=296.49' N 71 .94' 10P
12P12P
D
S 21P 30P 22G 9P
NC Y
8 ' 23 12P 11P 0
83 88
25 CIVIL ENGINEERING
10K CH=283.40' EWALK 8P
.
R EXISTING CONC. SID
2
L=230.41'
FE
85
S 80°05'52" E
8P 26P F 852 R/W
R=120.78' BENCHMARK
BU
20G 4 9GCH=197.03' 8P
19P
9P Tr TREE 9P 86 9P 8G 16K
5/8" RBC
10K
NT
Y PROTECTION 13P
866
868
18P
9K 6K 8G
S 53°59'52" E 6K R/W
88
2 ELEV
884.00
LANDSCAPE ARCHITECTURE
U 8L 16K 58
9P 870 2
17P 9P 8K
6K
11K
CO CURB INLET PROTECTION 8 7K
860 862
10G 87 19P
19P 7K
B 8 854 864 14P 10K
4
AL 84 84
6 10K 20P 15K
85
14P
EXISTING
SCHOOL SIGN
8K 8K 13P
0
K EXISTING 16P 17P
85
SCHO OL SIGN
7K 2 Sd2-P 7K 16P
84 E 10P 9G
F
13K
4
8G' D 14P ASPHALT
CL
8G 7G 6K 6K
88
4 26G EXISTING 12P CO
84 5
7 24G 24P 14P
ASPHALT 8K 9P 10P 9K
10P 19P 10K
DR NC
11K 7K 6K 10K 20P 7K 15P W .
7K 14P
4
19P Y
854
87
SAWCUT & REPLACE 11K 9P
6
22P 9P 15P
87
10P 9K
6
EXISTING S/W 10K 10K
85
8K 8G 6K 14P 9K
8
8P 16P
23P 10P 7K8P 9P
87
7K 18K 14P 11K
844 16P 18P 17P
7K 8G
0
F
12P CL EXISTING
88
14K 846 856 9P 6
11K 88
2
TRANSFORMER CONC. 15P
88
14P 9P 10K 6K 8K
4
R 9P 12P
88
848 9P LA 17P 11K SUBJECT 9K 8K 9K
18P 9P 16P 17P
O DU ING 9P
8P 7K 7K
6K M ILD S GATE
12K PROPERTY 13P 12P 7K
21P 24P BU EP COMMUNICATION
ST COMPOST FILTER 574,321 S.F. 6K
85 856 21K Sd1-CFS 9P 13.185 ACRES CABINET
CK 6 SOCKS (TYP.) 14P 15P 18P 6K 6K 7K 9K
852 DE 10P 8G 6K
OD NG 858 9K 13P 6K
854 858 WO LKI 858 8P 17P N/F 15P 21K
WA PAVEMENT PATCH 888
CONC.
DRWY
856
18P DEKALB COUNTY BOARD 17P
LAR OF EDUCATION
8P
DU NG 8P
0
9K 15P 9K
86
O
M ILDI 9P
858
EXISTING P.I.N.:15 192 06 099 7K
MODULAR 17K
858
BU CK 7K 7G
BUILDING ASPHALT
O OD G DE ZONING:R-85 8K 8P 12P 16P
W LKI N 12P DB12P
WOODRIDGE ELEMENTARY
85
SIDEWALK
3029 PG 219 16P
8 WA PB 61 PG 51 7K 10K 12K
CONC.
FIRE SPRINKLER INSTALLATION
NG DECK 860 18P
10P 12P 7K 7K
11K 8K 7K
860 16P
S 00°39'08" W 579.66'
EXISTING 6D 10P 15G
7K
DEKALB COUNTY, GEORGIA
CONC. LIMITS OF 890
DECK 862 8CM
4120 CEDAR RIDGE TRAIL
STEPS DISTURBANCE 8P
862 15P
11P 9K 7K
15K
8P
10P 15P
12CM 9K 7K 13P
+ 12P
15TH DISTRICT
SCHOOL
LAND LOT 192
13P
FFE:862.44 14P 12P 6K 6G
11CM 8P 14P
7D 16P 12P
14K
STEPS 6K 9K
882
15P
878
880
17K
884
87674
NG DECK 8K 8K
+
8 72
FFE:860.16 10P 11P
8
COMPOST FILTER 11K 15K
EXISTING
87068
Sd1-CFS 15K
886
SOCKS (TYP.) 8P
8 66
CONC. EXISTING 10G
11P
8
25K ASPHALT 9P 18P 16K 10K
894
892
862
890
15P 18P 9P
860
858
+ FFE:860.15 12P
888
6K
858
EXISTING
1-STORY
ASPHALT
CURB INLET PROTECTION 6G 16K 8K
BRICK 15P 8P
EXISTING 21P 8K
SCHOOL PS 9P
896
STE TH
898
CONC. 19K 6MG 11P 14P 19P
BUILDING Sd2-P
I 6K 12P
PROJECT:
W AIL 9P
858 DR 13P
DOUBLE ROW TYPE S SILT FENCE AN
HSAWCUT & REPLACE 8P 8K
CONC.
10K
DRWY
EXISTING GATE EXISTING Sd1-S 27K
WITH MULCH FILTER BERMS EXISTING S/W 12P
864
ASPHALT SATELLITE 11P 11P 9K 17K
DISH LIMITS OF 9P 10P 13K
89
DISTURBANCE 12P 11P 12K
2
CLF 15P 15K
10P 15P 6K
COMPOST FILTER 14P 26P
Sd1-CFS 18G
8P
MET
SOCKS (TYP.) 6K 6K REVISIONS:
EXISTING
CONC.
10P
12P
12P 6K
8K COMMUNICATION LEVEL II CERTIFICATION
AL
+
FFE:860.07 H CABINET
(60' R/W PER PB 61, PG 51)
03/13/2023 ISSUED FOR PERMIT
CEDAR RIDGE TRAIL
20K 8K
858
11P 13K
860
SENSITIVE 16P GEORGIA SOIL AND WATER CONSERVATION COMMISSION
EXISTING FFE:860.14
Sd1-S 17P 9K 04/20/2023 ISSUED FOR BID
+ SILT FENCE 12P 7PO 8BR
CONC.
CONC.
19G
DRWY
13K JEREMIAH PHILLIPS
8
15BR 18P 15P LEVEL II CERTIFIED DESIGN PROFESSIONAL
85
18K 9K 16G
6K
23P 32K
86
15M 16P 11K
+ FFE:860.13 9BR
2
BR SAWCUT & REPLACE 9P 8P
15K
W ICK EXISTING S/W
AL CERTIFICATION NUMBER 0000072147
L 8K 11A 7K
GATE
4" x 4" EXISTING
16P ISSUED: 08/29/2020
BRI L
WA
16P EXPIRES: 08/29/2023
METAL COLUMN 10P 12K
CK
L
(TYP.) Tr 32P
86
12P
EXI
TREE
860
2
PROTECTION 12G
STI
TRANSFORMER 11K
EXISTING 21K
6BR 30K
NG
+ BUILDING O/H 13G 16P
EXI
FFE:860.19 4 24K
86
CON
COMPOST FILTER 9K 14K OWNER/DEVELOPER
STI
C. Sd1-CFS 8 17P
EXISTING ON SOCKS (TYP.) 6 86 14K (PRIMARY PERMITTEE)
GC 86
C.
10P 882
NG
N 19G
CONC. STI 0 2
EXI
858
MO. ABED
87 87 7G
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
CON
DEKALB BOARD OF EDUCATION
8 76
C. 4 28P
ON 87
87 8
1701 MOUNTAIN INDUSTRIAL BLVD
88 0
GC EXISTING 8BR
C.
10K 9H
2
88
N
STI BUILDING O/H 16CD 10G
EXI STONE MOUNTAIN, GA 30083
15G
0
9P (678) 676-1200
86
2 PAVEMENT PATCH
FINAL EROSION
0 EXISTING 4" x 4" 86 BENCHMARK
EXISTING SUMP 86 METAL COLUMN 10P 10P 5/8" RBC ENGINEER
EXISTING
ES&PC PLAN
CURB INLET PROTECTION 12P 22P
PUMP PER (TYP.) 10P 11P ELEV
89
+ LIMITS OF 20K
ANTONIO SAMPLE
R/W
FFE:860.07 16P
4
SURVEY REF. #1
S 00°39'08" W 579.66'
893.62
TOP:859.76 1-STORY BRICK Sd1-CFS COMPOST FILTER Sd2-P
DISTURBANCE
8P 15P
16P
EBERLY & ASSOCIATES, INC.
SOCKSEXISTING
(TYP.) 14P 10P 2951 FLOWERS ROAD SOUTH
SCHOOL BUILDING 86
4 SAWCUT & REPLACE 12P
890
SUITE 119
892
GATE
888
4
EXISTING S/W
88
886
ATLANTA, GEORGIA 30341
86
N/F 13P
0
DEKALB (678) 287-4745
ASAMPLE@EBERLY.NET
PROJECT MANAGER:
CONC.
DRWY
COUNTY BOARD
EXI EPS
6 19P
86 13P
HAN
ST H
SUBJECT
85
OF EDUCATION
STI
DOUBLE ROW TYPE S SILT FENCE 15P 24 HOUR CONTACT
WIT AIL
22P 14K
8
Sd1-S 12H
PROPERTY P.I.N.:15 192 06 099 WITH MULCH FILTER BERMS
NG
DR
QA/QC CHECK:
11G 12H DEKALB BOARD OF EDUCATION
SIDEWALK
ZONING:R-85 6PO 12P 15K 8K
574,321 S.F. FFE:860.11 12P
DB 3029 PG 219 (678) 676-1200
DRAWN BY:
13.185 ACRES
CONC.
+ + 8 13P
PB 61 PG 51 FFE:860.11 + 86 9K 21P
ASPHALT
SCALE:
FFE:869.07 16P
DATE:
14G 21P
EXISTING
Sd1-S DOUBLE ROW TYPE S 890 20K
12K
0
EXISTING TRANSFORMER 0 12P
87
86
SILT FENCE
EXISTING 4" x 4" 884
862
GRAPHIC SCALE
CONC.
13P
DRWY
CONC.
864
EXISTING WITHMETAL
MULCHCOLUMN
FILTER 10P 28K
EXISTING 10K
866
(TYP.) BERMS 12P 20P 13P
CONC. ELECTRIC
8
CONC. 10P -30 0 15 30 60 120
86
SAWCUT & REPLACE 8K
FFE:859.88 BOX 892 7K 12K
+ 87
2 EXISTING S/W PROJECT NO.
EXISTING
EXISTING COMPOST FILTER10P 13P
Sd1-CFS
9K
6K
SOCKS (TYP.) 8P 20P 15K 896
FFE:860.09
+
BUILDING
O/H
1-STORY BRICK D
LIMITS OF
874
8P 10P
6K
( IN FEET ) 23-011
886 8P
FFE:869.04
BUILDING DISTURBANCE
11P 16P
894
24P
1 INCH = 30 FT.
+ 7K
NC.
15P 10K
LL
7K SHEET NO.
WALL
D
WOO
CO
7K 89
WA
876 6 CALL 811
EXI
+ FFE:860.06 ELECTRIC 8P 8P 9P
NG
EXISTING 7K
NG
10K
STI
CLF
BOX EXISTING
HAN
STE H
CLF 8P 888
STI
PLAYGROUND FREE THROUGHOUT
R
WIT AIL
STI
CONC. ASPHALT
NG
18P 860 8P
16P 860
EXI
EC3.0
EQUIPMENT
PS
DR
868 THE U.S.A. www.Georgia811.com
EXI
18P 6H 9P
CO
CL 878 19P
F 13P 8P 12P 16P
12P
12K 16P 862 22P
NC
12P 13P NC. 866 9P 20P
THREE WORKING DAYS
CO Know what'sbelow.
858
15P 10K8 852 4 9P
856
.S
86 NG EXISTING
854
13P 10P 10K
890
84 50 STI 8P BEFORE YOU DIG.
892
EXI 12P 8K 12P
Call before you dig.
IDE
8 8 GATE 6K
17P 8P 9P
84 46 10P 12P 6K 10K 13P 7K NOT ISSUEDFOR
84
10P
WA
0
4 16P 860 88 15P 16P
2
16P CONSTRUCTION
LK
16P 6K 11P 15P
8K 6K 30K
61,
CLF CLF 15P
R RIDGE
862
LAND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
WOODRIDGE ELEMENTARY
FIRE SPRINKLER INSTALLATION
DEKALB COUNTY, GEORGIA
4120 CEDAR RIDGE TRAIL
15TH DISTRICT
SCHOOL
LAND LOT 192
Sd2-P
PROJECT:
REVISIONS:
03/13/2023 ISSUED FOR PERMIT
04/20/2023 ISSUED FOR BID
05/23/2023 ADDENDUM #1
02/29/2024 PERMIT REVISION#1
03/14/2024 BULLENTIN #2
MO. ABED
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
ES&PC DETAILS II
PROJECT MANAGER:
QA/QC CHECK:
DRAWN BY:
SCALE:
DATE:
Sd2-G PROJECT NO.
LEVEL II CERTIFICATION
23-011
GEORGIA SOIL AND WATER CONSERVATION COMMISSION
JEREMIAH PHILLIPS SHEET NO.
LEVEL II CERTIFIED DESIGN PROFESSIONAL
CERTIFICATION NUMBER 0000072147
ISSUED: 08/29/2020
EXPIRES: 08/29/2023
EC5.0
NOT ISSUED FOR
CONSTRUCTION
CHAIN LINKFENCE DETAIL
3130805
08/15/23
LAND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
WOODRIDGE ELEMENTARY
FIRE SPRINKLER INSTALLATION
DEKALB COUNTY, GEORGIA
4120 CEDAR RIDGE TRAIL
Tr
15TH DISTRICT
SCHOOL
LAND LOT 192
Sd2-P
PROJECT:
REVISIONS:
03/13/2023 ISSUED FOR PERMIT
04/20/2023 ISSUED FOR BID
MO. ABED
ANTONIO SAMPLE
J. PHILLIPS
02/02/23
1"= 30'
ES&PC DETAILS II
PROJECT MANAGER:
QA/QC CHECK:
DRAWN BY:
SCALE:
DATE:
PROJECT NO.
LEVEL II CERTIFICATION
23-011
GEORGIA SOIL AND WATER CONSERVATION COMMISSION
JEREMIAH PHILLIPS SHEET NO.
LEVEL II CERTIFIED DESIGN PROFESSIONAL
CERTIFICATION NUMBER 0000072147
ISSUED: 08/29/2020
EXPIRES: 08/29/2023
EC5.0
NOT ISSUEDFOR
CONSTRUCTION
ESTIMATE
PRIMO FIRE PROTECTION
Nicholas Whitley
706-425-9913 Date 4/24/2024
Prepared For: Evergreen Construction
Woodridge Elementary Change Order
Additional utility locate needed for new riser location. Additional asphalt Saw cut demo 130LF
Existing 6”check valve removed and install 6”fire vault for dedicated fire line. Additional 57 stone and crush
and run for pipe embedment.
130LF 6” DIP. Tap at existing hydrant.
Utility locate for new riser location-Labor $2,100 TOTAL $2,310 Includes 10% O&P
Asphalt Saw cut/demo- Labor $3,086 TOTAL $3,394 Includes 10% O&P
Remove existing 6” check valve.- Labor $2,200 TOTAL $2,420 Includes 10% O&P
#57 Stone-Crush Run for pipe embedment-
Material $2,100 Labor $1,100 TOTAL $3,520 Includes 10% O&P
Install 6”Double Detector Check Assembly
(DDCA) W/Vault-Material $17,000-Labor$7,000 TOTAL $26,400 Includes 10% O&P
Install 130LF 6” DIP. Material $8,000 – Labor $7,000 TOTAL $ 16,500 Includes 10% O&P
TOTAL 54,544
Estimates are an approximation of charges to you, and they are based on the anticipated details of the work to be done. It is possible for
unexpected complications to cause some deviation from the estimate. If additional parts or labor are required you will be contacted
immediately.
Notes:
April 17, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #009 – Interior Identification Signage Replacement
Dear Ryan:
Attached, please find our proposal to furnish and install new interior identification signage per the overall
floor plans A2.10. Currently the existing room identification signage is suspended from the existing ceiling
grid (photo attached in backup for reference). Since we will be removing the existing ceilings and installing
them with new ceilings, DCSD may want the new signage to be on the walls as standard with other schools.
If DCSD would like us to remove the existing signage prior to demolition and salvage it for reuse, we can
review this option as well.
Please note, this proposal was based on the specs/shop drawings we received from Atiba Nunnally for a
previous school (All Good Elementary School) and this proposal is based on those specifications. If this
scope of work is something DCSD wants to move forward with, please note that the lead times on this
particular signage is roughly 5-6 weeks so we will need to have direction as soon as possible to get shop
drawings and materials released to meet the project schedule.
This Item of Change (I.O.C. 009) results in an added cost of $13,369 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT I.O.C. No. 009
Location: STONE MOUNTAIN, GA 30083 Date: 4/17/2024
Architect: COOPER CARRY, INC. Evergreen Job No. 2023-008
Description INTERIOR IDENTIFICATION SIGNAGE REPLACEMENT
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
10-40.100 SIGNAGE 0 0 0
NEW ACRYLIC PLASTIC SIGNS WITH BRAILLE 1 LS 0 0 12514.00 12,514
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
01-06.100 LAYOUT ENGINEER 0 MHR 0 45 0 0
01-06.400 LAYOUT ASSISTANT 0 MHR 0 35 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0 0.5 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 65 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 0 0 0
SUBTOTAL 0 0 12,514
Payroll Taxes & Insurance 0
Sales Tax (8%) 0
TOTALS 0 0 12,514
Subcontractor General Liability Insurance 17
Pollution Insurance 11
Builder's Risk Insurance Premium 20
Subcontractor Default Insurance 161
EVERGREEN MARKUP - 21 626
GRAND TOTAL $13,369
Approved by (Signature):
Approved by (Print name):
Approved Date:
Page 1 of 1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 Peachtree Street NE
Suite 2400
P
P
CORRIDOR WALL & DOOR NOTES Atlanta, GA 30303-1770
(404) 237-2000
coopercarry.com
1. SEAL ALL NEW AND EXISTING OPENINGS IN CORRIDOR WALLS. OPENINGS ON BOTH SIDES OF WALL TO BE
SEALED.
2. ALL OPENINGS UNDER 1" TO BE SEALED WITH MORTAR ON BOTH SIDES OF WALL.
3. ALL OPENINGS BETWEEN 1" AND 8" TO BE SEALED WITH GYP. BD. CUT 1" LARGER THAN THE OPENING ON ©2021 COOPER CARRY
ALL SIDES, EDGES TO BE SEALED
N
N
4. ALL OPENINGS GREATER THAN 8" IN ANY ONE DIRECTION ARE TO BE FILLED WITH CMU TO MATCH THE
EXISTING.
4TH 4TH & 5TH 5. ALL GAPS BETWEEN WIRING, CONDUIT, PIPING, ETC. TO BE SEALED.
941 4TH 5TH 944
942 943 6. GAPS BETWEEN WALLS AND STRUCTURE TO BE SEALED WITH MINERAL WOOL, FULL THICKNESS OF WALL.
CL.
943.1 7. REMOVE EXIST. HVAC WALL GRILLES AND REPLACE WITH NEW. ADJUST SIZE OF OPENING TO MATCH
BLDG. #2011 MECH. INFILL WALL WITH CMU TO MATCH EXISTING. PAINT NEW CMU TO MATCH EXISTING WALL.
CORRIDOR
CORRIDOR WALLS
M
M
1007
4TH
939 A.P. 5TH
940.1 945 PER 2018 NFPA 101 SECTION 15.3.6 THE EXISTING UN-RATED CORRIDOR WALLS SHALL FORM A SMOKE
PARTITION IN ACCORDANCE WITH SECTION 8.4. WITH THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM
COMPLYING WITH SECTION 9.7. WALL PENETRATIONS ABOVE THE CEILING, LOUVERS IN ALL CORRIDOR
3RD DOORS, AND TRANSOM VENTS OVER THE DOORS WILL BE SEALED.
READING
947
940 SMOKE PARTITIONS ARE INDICATED BY:
4TH
938
ISSUANCES
L
L
3RD BOYS No. Drawing Issue Description Date
937 947.1 50% CONSTRUCTION DOCUMENTS 08/15/22
JAN
ISSUED FOR DOE 03/15/2023
947.3
ISSUED FOR BID/PERMIT 04/20/2023
GIRLS
947.2
2ND 2ND
LOUNGE 901 902 3RD
910.1 903 BLDG. #2010
K
K
JAN
CORRIDOR
905.4
1006
MEDIA CENTER 3RD
1ST 1ST
1ST 100 2ND 904
909 910
908 BOYS GIRLS 905
CLINIC
905.3 905.2
J
J
905.1
JAN CUST.
CORRIDOR 906.6 918.10
1005
1ST EIP OFF. OFF.
1ST
907 100.1 100.2 100.3
906
H
H
MECH.
LTSE
GIRLS BOYS 918.3
906.4 COMP. LAB
906.3 906.2
CORRIDOR 921
1003
STOR.
BOOKS HUB LOUNGE
STOR. 921.1
MATH 918.1 RR
906.5 918.4
K 911.1 919.1
918.5
911 MUSIC
RR 918
G
G
LTSS 918.6 ART
918.2 GIRLS BOYS 919
K
916 918.7 918.8 STOR.
919.2
CORRIDOR
1004
SPEECH
912.1 RR CORRIDOR JAN CAFETERIA STAGE
99.7 1002 918.9 LOBBY 98 98.1
1000
CORRIDOR
A.P.
B
1001
F
F
K PRE-K RR 99.1
915 912 99.6 RECEPT.
VAULT 99
RR
VEST. 99.2 READING
VEST. 99.5
914.1 913.1 920 A
PRIN.
99.3 BOOK. KPR. KITCHEN
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT DCSD PROJ. #369-35
99.4 97
RR 914.3 RR RR
914.2 115 913.2 913.3
C
E
E
OFFICE CAN WASH
97.1 97.6
K PRE-K SERVING
914 913 97.2
STOR.
97.3
RR
JAN
97.4 WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
D
D
97.5
GYMNASIUM BOYS
1 1.5 SYSTEM REPLACEMENT
GIRLS ELEC. DCSD PROJ. #369-35
M:\2021\20210314\D-7 Drawings\D-7-1 Revit\Users\Woodridge Central_BM.rvt
1.4 1.6
VEST.
1.1 4120 CEDAR RIDGE TRAIL
♦
C
C
OFFICE
DEKALB COUNTY SCHOOL DISTRICT
1.2
STOR.
1.3
BLDG. #2010 OVERALL PLAN
B
B
SHEET NUMBER: A2.10 - OVERALL PLAN
SOPHIA TARKHAN 20210314
Principal-in-Charge Project No.
08/26/22
1 OVERALL PLAN Project Manager Date
A2.10 SCALE: 1/16" = 1'-0" BRIAN MITCHELL
4/17/2023 1:52:40 PM
Project Architect
FACILITY #644-0675 JOIANA HOOKS
Staff Architect
A2.10
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
Connor Smith
From: Steve Hall
Sent: Wednesday, April 10, 2024 9:27 AM
To: Connor Smith; Michaela Ray
Subject: FW: [EXTERNAL]RE: Signage Specs
Attachments: AllgoodES_Master_signsubmittal.pdf
Here are signage specs/submittals we used for Midvale. These look to be done by REI. Connor, you mentioned
liking them. Why don’t you reach out to them and see about getting a quote on the jobs?
Steve Hall
C: 813.523.4982
From: Atiba Nunnally (Operations) <Atiba_Nunnally@dekalbschoolsga.org>
Sent: Wednesday, March 13, 2024 1:22 PM
To: Dylan Conley-Keck <dconley@evergreencorp.com>
Cc: Steve Hall <shall@evergreencorp.com>
Subject: Re: [EXTERNAL]RE: Signage Specs
Dylan,
Here is an interior signage reference for your review. Let me know if you have any other questions.
Atiba Nunnally
Project Manager
Phone 678-676-1555 Mobile 404-723-1681
Web cerm.com Email anunnally@cerm.com
1990 Lakeside Parkway, Suite 300, Tucker GA 30084
Loyalty | Integrity | Initiative | Sustainability
CERM’s Vision is Building Communities, Creating Opportunities, and Inspiring Young People with Our Mission to
empower our clients, associates, partners, and community through the disciplined application of integrity,
initiative, loyalty, and sustainability.
1
To learn more about CERM, please visit cerm.com
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, transmission, dissemination, or other use of or acting in reliance upon this information by persons or entities
other than the intended recipient is strictly prohibited. If you have received this e-mail in error, please contact the sender and delete the
material from any computer. Your assistance and goodwill are appreciated.
From: Dylan Conley-Keck <dconley@evergreencorp.com>
Sent: Tuesday, March 12, 2024 10:49 AM
To: Atiba Nunnally (Operations) <Atiba_Nunnally@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>
Subject: [EXTERNAL]RE: Signage Specs
ALERT/ATTENTION: This email originated from outside the DeKalb County School District. Do not click
links, open attachments or reply unless you recognize the sender and know the content is safe. Please
use the Junk/Phishing reporting feature in your Outlook Email to report any suspicious emails so
that an investigation can be started if needed.
Atiba,
Wanted to follow up on this, could you provide a size for the signs or a reference submittal from another project?
Dylan Conley-Keck | Assistant Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6520 | dconley@evergreencorp.com
From: Atiba Nunnally (Operations) <Atiba_Nunnally@dekalbschoolsga.org>
Sent: Wednesday, February 14, 2024 4:06 PM
To: Dylan Conley-Keck <dconley@evergreencorp.com>
Cc: Steve Hall <shall@evergreencorp.com>; Emilie Chegwidden <echegwidden@evergreencorp.com>
Subject: Fw: Signage Specs
Dylan,
I saw there is an outstanding RFI for interior signage on ProCore. Please use the attached Rockbridge ES
signage info as a reference for DHS Tech-South.
Atiba Nunnally
Project Manager
Phone 678-676-1555 Mobile 404-723-1681
Web cerm.com Email anunnally@cerm.com
2
1990 Lakeside Parkway, Suite 300, Tucker GA 30084
Loyalty | Integrity | Initiative | Sustainability
CERM’s Vision is Building Communities, Creating Opportunities, and Inspiring Young People with Our Mission to
empower our clients, associates, partners, and community through the disciplined application of integrity,
initiative, loyalty, and sustainability.
To learn more about CERM, please visit cerm.com
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or
privileged material. Any review, transmission, dissemination, or other use of or acting in reliance upon this information by persons or entities
other than the intended recipient is strictly prohibited. If you have received this e-mail in error, please contact the sender and delete the
material from any computer. Your assistance and goodwill are appreciated.
From: Chante Lemon (Facilities & Operation) <Chante_Lemon@dekalbschoolsga.org>
Sent: Friday, February 9, 2024 10:45 AM
To: Atiba Nunnally (Operations) <Atiba_Nunnally@dekalbschoolsga.org>
Subject: Signage Specs
Please see attached from Rockbridge ES.
Chanté J. Lemon
Operations Senior Project Manager
DeKalb County School District
Sam A. Moss Center
1780 Montreal Road, Tucker, GA 30084
Office: 678.676.1356
Cell: 678.895.3028
chante_lemon@dekalbschoolsga.org
3
ALLGOOD
ELEMENTARY SCHOOL
SUBMITTAL FOR:
IDENTIFYING DEVICES
ARCHITECT: N/A
CONTRACTOR:
ATTENTION
"ALL" CHANGES & CLARIFICATIONS MUST BE CLEAR AND
VISIBLE ON THE FOLLOWING SIGNAGE SUBMITTAL
DRAWINGS FOR ACCEPTANCE BY REI SIGNS. "NO" OTHER
FORM OF CORRESPONDENCE (FAX, EMAIL, PHONE) FROM
THE OWNER NOR ARCHITECT WILL BE ACCEPTED.
IT IS THE RESPONSIBILTY OF THE OWNER & ARCHITECT
TO MAKE "ALL" CLARIFICATIONS ON THESE FOLLOWING
SIGNAGE SUBMITTAL DRAWINGS FOR ACCEPTANCE. FAILURE
TO DO SO WILL DELAY THE PROJECT.
DATE: AUGUST 14, 2019
REI SIGNS
"displaying america"
333 Gardner Road . Temple, Ga. 30179 . (404) 452-3697
READ: "ALL" CHANGES & CLARIFICATIONSMUST BE CLEAR AND VISIBLE ON THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
* NO OTHER FORM OF SUBMITTAL (FAX, EMAIL, PHONE) WILL BE ACCEPTED. IT IS THE RESPONSIBILTY OF THE OWNER
& ARCHITECT TO MAKE "ALL" CLARIFICATIONS ON THIS DRAWING FOR ACCEPTANCE.
1 2 3 NOTE: Owner to verify room numbers and make clarifications on drawing.
*
6" COPY COPY COPY
OFFICE 115 OFFICE
OPTIMA FONT 1/2"
TEXT RAISED 1/32". OFFICE 116 129
COPY PROVIDED BY OWNER. 011 1"
1/2"
1
LETTER COLOR:
WHITE
OFFICE 117 131
5"
GRADE 2 BRAILLE
BORDER COLOR: PRINCIPAL 118 132
2 SCHOOLBUS YELLOW (MP55149)
1" CLEAR CHANGEABLE 1"
PRINCIPAL 117.1 134
BACKGROUND COLOR:
INSERT WINDOW
(PAPER INSERT N.I.C.) 3 BLUEST BLUE (MP55697) 100 118.1 135
1"
101 119 136
F.F.
102 120 137
2"A.
1/8"RECESSED BORDER
103 121 138
1/
9-
SIGN TYPE 1 105 123 139
-
4’
N.T.S. 011 107 122 140
Interior Panel Signs: Comply with requirements indicated for materials, thicknesses, finishes, 109 125 141
colors, designs, shapes, sizes, and details of construction.
1. Produce smooth, even, level sign panel surfaces, constructed to remain flat under installed 110 124 142
conditions within a tolerance of plus or minus 1/16 inch measured diagonally.
2.Sign: Acrylic plastic sign with classroom number and teacher name insert area with 112 128 143
plastic cover. Room numbers for signage will be assigned by the Architect. See schedule for numbers.
a. Size: 5"H x 6"W x 1/4" thick with 1" window positioned as indicated above. 114 127 144
b. Corners: Square.
c. Edge Condition: 1/8" wide recessed border 111 126 145
d. Lettering: Raised, uppercase complying with ADA and ADAAG, 1" high for classroom number
with Grade 2 Braille. 113 OFFICE 147
e. Copy: Comply with Architect’s instructions issued after contract execution. COLORS
f. Installation: VHB Tape and Epoxy 100.1 100.2
THIS DRAWING MUST BE REVIEWED BY ALL NAMED PARTIES AND SIGNED FOR ACCEPTANCE BY REI SIGNS. OWNER’S SIGNATURE ARCHITECT’S SIGNATURE GENERAL CONTRACTOR’S SIGNATURE
BY SIGNING THIS DRAWING YOU HAVE AKNOWLEDGED YOUR REVIEW AND APPROVAL OF THIS SUBMITTED DRAWING.
MOREOVER, BY SIGNING THIS DRAWING THE OWNER, ARCHITECT AND G.C. TAKE FULL RESPONSIBILTY OF THE
SUBMITTED DRAWING AND NO OTHER FORM OF CLARIFICATIONS/CHANGES/NOTES/DRAWINGS BY (FAX, EMAIL, PHONE CALL)
CAN SUPERCEDE THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
REVISED
SIGNAGE FOR: NOTE: Owner/Architectmust verify room numbers and copy on this C
COPYRIGHT 2019 BY
DRAWING NUMBER
REI SIGNS. ALL RIGHTS
drawing to proceed. REI Signs will not accept any other submittal
REI ALLGOOD
DATE RESERVED. THIS DOCUMENT
IS THE PROPERTY OF REI
8/14/2019 other than this drawing. It is the sole responsibility of the owner/architect SIGNS AND SHALL NOT BE
"displaying america"
333 Gardner Road .
SIGNS
Temple, Ga. 30179 . (404) 452-3697
DRAWN BY
AJR
ELEMENTARY SCHOOL
DEKALB COUNTY SCHOOLS
to review this submittal and to make any clarifications on this drawings
only. Provide all remarks, changes and notes clearly on this drawing. ALL
CHANGES MUST BE CLEAR AND VISIBLE ON THIS DRAWING.
COPIED OR REPRODUCED
IN WHOLE OR IN PART
WITHOUT EXPRESSED
WRITTEN CONSENT FROM
REI SIGNS.
1
READ: "ALL" CHANGES & CLARIFICATIONSMUST BE CLEAR AND VISIBLE ON THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
* NO OTHER FORM OF SUBMITTAL (FAX, EMAIL, PHONE) WILL BE ACCEPTED. IT IS THE RESPONSIBILTY OF THE OWNER
& ARCHITECT TO MAKE "ALL" CLARIFICATIONS ON THIS DRAWING FOR ACCEPTANCE.
8" NOTE: Owner to verify room numbers/names and make clarifications on drawing.
*
OPTIMA FONT 1/2"
TEXT RAISED 1/32".
ADA SIGNS
COPY PROVIDED BY OWNER. BOOK 7/8"
1/2" LETTER COLOR:
1 NO. COPY
STORAGE WHITE
6"
141.1 MECHANICAL
BORDER COLOR:
CLINIC
1.001 1/2"
2 SCHOOLBUS YELLOW (MP55149)
140 MAIN OFFICE
GRADE 2 BRAILLE
BACKGROUND COLOR: 140 MAIN OFFICE
1/8"RECESSED BORDER
3 BLUEST BLUE (MP55697) 141 SERVING
F.
141 SERVING
F.
9"A.
STORAGE
SIGN TYPE 2
142 CAFETERIA
-
4’
N.T.S. 142 CAFETERIA
Interior Panel Signs: Comply with requirements indicated 100.5 CUSTODIAN
for materials, thicknesses, finishes, colors, designs, shapes,
111.5 CUSTODIAN
sizes, and details of construction.
1. Produce smooth, even, level sign panel surfaces, constructed
118.2 STORAGE
to remain flat under installed conditions within a tolerance of 128.3 STORAGE
plus or minus 1/16 inch measured diagonally. 128.4 CUSTODIAN
2.Sign: Acrylic plastic sign with room name & number.
Room numbers for signage will be assigned by the Architect. BOOK WORKROOM
See schedule for numbers. 130 MEDIA CENTER
a.
b.
Size: 6"H x 8"W x 1/4" thick.
Corners: Square.
STORAGE 130
1
MEDIA CENTER
GYMNASIUM
c. Lettering: Raised, uppercase complying with ADA and
148 TEACHER WORKROOM
ADAAG, 7/8" high for room name & number with
Grade 2 Braille.
1.001 131.1 TEACHER WORKROOM
d. Edge Condition: 1/8" wide recessed border 135.1 CUSTODIAN
e. Copy: Comply with Architect’s instructions issued after
135.2 STORAGE
contract execution.
f. Installation: VHB Tape and Epoxy
135.3 STORAGE
COLORS 135.4 STORAGE
THIS DRAWING MUST BE REVIEWED BY ALL NAMED PARTIES AND SIGNED FOR ACCEPTANCE BY REI SIGNS. OWNER’S SIGNATURE ARCHITECT’S SIGNATURE GENERAL CONTRACTOR’S SIGNATURE
BY SIGNING THIS DRAWING YOU HAVE AKNOWLEDGED YOUR REVIEW AND APPROVAL OF THIS SUBMITTED DRAWING.
MOREOVER, BY SIGNING THIS DRAWING THE OWNER, ARCHITECT AND G.C. TAKE FULL RESPONSIBILTY OF THE
SUBMITTED DRAWING AND NO OTHER FORM OF CLARIFICATIONS/CHANGES/NOTES/DRAWINGS BY (FAX, EMAIL, PHONE CALL)
CAN SUPERCEDE THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
REVISED
SIGNAGE FOR: NOTE: Owner/Architectmust verify room numbers and copy on this C
COPYRIGHT 2019 BY
DRAWING NUMBER
REI SIGNS. ALL RIGHTS
drawing to proceed. REI Signs will not accept any other submittal
REI ALLGOOD
DATE RESERVED. THIS DOCUMENT
IS THE PROPERTY OF REI
8/14/2019 other than this drawing. It is the sole responsibility of the owner/architect SIGNS AND SHALL NOT BE
"displaying america"
333 Gardner Road .
SIGNS
Temple, Ga. 30179 . (404) 452-3697
DRAWN BY
AJR
ELEMENTARY SCHOOL
DEKALB COUNTY SCHOOLS
to review this submittal and to make any clarifications on this drawings
only. Provide all remarks, changes and notes clearly on this drawing. ALL
CHANGES MUST BE CLEAR AND VISIBLE ON THIS DRAWING.
COPIED OR REPRODUCED
IN WHOLE OR IN PART
WITHOUT EXPRESSED
WRITTEN CONSENT FROM
REI SIGNS.
2
READ: "ALL" CHANGES & CLARIFICATIONSMUST BE CLEAR AND VISIBLE ON THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
* NO OTHER FORM OF SUBMITTAL (FAX, EMAIL, PHONE) WILL BE ACCEPTED. IT IS THE RESPONSIBILTY OF THE OWNER
& ARCHITECT TO MAKE "ALL" CLARIFICATIONS ON THIS DRAWING FOR ACCEPTANCE.
1/2"
NOTE: Owner to verify room numbers/names and make clarifications on drawing.
*
4"
PICTOGRAM PER ADA
GIRLS BOYS
10"
GIRLS BOYS
OPTIMA FONT TEXT
RAISED 1/32". COPY
GIRLS 1"
1/2"
XXX XXX
PROVIDED BY OWNER.
GRADE 2 BRAILLE 1/2"
COPY COPY (1x) (1x)
1.001 7/8"
1/2"
100.4 100.3
111.4 111.3
1/8"RECESSED BORDER 128.2 128.1
F.
149 150
F.
9"A.
8"
SIGN TYPE 3 -
4’
N.T.S.
Interior Panel Signs: Comply with requirements indicated for materials, thicknesses,
finishes, colors, designs, shapes, sizes, and details of construction.
LETTER COLOR:
1. Produce smooth, even, level sign panel surfaces, constructed to remain flat under
installed conditions within a tolerance of plus or minus 1/16 inch measured diagonally. 1 WHITE GIRLS
2.Signs: Acrylic plastic sign with room name, gender symbol, international
handicapped symbol and room number. See schedule below each sign for room numbers.
a. Size: 10"H x 8"W x 1/4" thick. BORDER COLOR:
b. Corners: SQUARE 2 SCHOOLBUS YELLOW (MP55149) TOILET 1.001
c. Lettering: Raised, uppercase complying with ADA and ADAAG, 1" high for text and
7/8" high for room number with Grade 2 Braille.
BACKGROUND COLOR:
d. Edge Condition: 1/8" wide recessed border
e. Copy: See schedule above for copy. 3 BLUEST BLUE (MP55697)
f. Installation: VHB Tape and Epoxy
(7x) COLORS
THIS DRAWING MUST BE REVIEWED BY ALL NAMED PARTIES AND SIGNED FOR ACCEPTANCE BY REI SIGNS. OWNER’S SIGNATURE ARCHITECT’S SIGNATURE GENERAL CONTRACTOR’S SIGNATURE
BY SIGNING THIS DRAWING YOU HAVE AKNOWLEDGED YOUR REVIEW AND APPROVAL OF THIS SUBMITTED DRAWING.
MOREOVER, BY SIGNING THIS DRAWING THE OWNER, ARCHITECT AND G.C. TAKE FULL RESPONSIBILTY OF THE
SUBMITTED DRAWING AND NO OTHER FORM OF CLARIFICATIONS/CHANGES/NOTES/DRAWINGS BY (FAX, EMAIL, PHONE CALL)
CAN SUPERCEDE THIS DRAWING FOR ACCEPTANCE BY REI SIGNS.
REVISED
SIGNAGE FOR: NOTE: Owner/Architectmust verify room numbers and copy on this C
COPYRIGHT 2019 BY
DRAWING NUMBER
REI SIGNS. ALL RIGHTS
drawing to proceed. REI Signs will not accept any other submittal
REI ALLGOOD
DATE RESERVED. THIS DOCUMENT
IS THE PROPERTY OF REI
8/14/2019 other than this drawing. It is the sole responsibility of the owner/architect SIGNS AND SHALL NOT BE
"displaying america"
333 Gardner
1205 Twelve Drive . . Temple,
Oaks Road Douglasville,
SIGNS
Ga. 30179 . (404)
Ga. 30134 452-3697
. (404) 452-3697
DRAWN BY
AJR
ELEMENTARY SCHOOL to review this submittal and to make any clarifications on this drawings
only. Provide all remarks, changes and notes clearly on this drawing. ALL
CHANGES MUST BE CLEAR AND VISIBLE ON THIS DRAWING.
COPIED OR REPRODUCED
IN WHOLE OR IN PART
WITHOUT EXPRESSED
WRITTEN CONSENT FROM
REI SIGNS.
3
Anthony Rotger
President
reisigns.orders@gmail.com
404.452.3697
reisigns.com
Evergreen Construction
Attn: Connor Smith
Ref. ADA Interior room sign proposal for Woodridge Elementary School
Interior Room Sign List per overall floor plan
Window Sign = 57
Room Sign = 33
Toilet Sign = 10
Boys Toilet = 5
Girls Toilet = 5
Total Proposal (Materials & Installation Only)
$12,514.00 “PROPOSAL INFORMATION”
Regards,
Anthony Rotger
REI Signs
Connor Smith
From: Anthony Rotger <reisigns.orders@gmail.com>
Sent: Saturday, April 13, 2024 8:59 AM
To: Connor Smith
Subject: Re: DCSD - Chesnut ES, Laurel Ridge ES & Woodridge ES - Interior Signage Proposal
Connor, here is the interior room sign pricing per school. If you need this on a formal proposal let me
know. These prices are based on the Allgood ES interior sign project. Let me know if you have any
questions.
Chestnut ES
Window Sign = 41
Room Sign = 44
Toilet Sign = 14
Boys Toilet = 4
Girls Toilet = 4
Stair = 2
$11,235.00 (materials/taxes)
$1,600.00 (installation)
total = $12,835.00
Woodridge ES
Window Sign = 57
Room Sign = 33
Toilet Sign = 10
Boys Toilet = 5
Girls Toilet = 5
$10,914.00 (materials/taxes)
$1,600.00 (installation)
total = $12,514.00
Laurel Ridge ES
Window Sign = 42
Room Sign = 45
Toilet Sign = 13
Boys Toilet = 4
Girls Toilet = 4
Stair = 2
$11,021.00 (materials/taxes)
$1,600.00 (installation)
total = $12,621.00
On Thu, Apr 11, 2024 at 3:30 PM Connor Smith <csmith@evergreencorp.com> wrote:
Anthony,
1
Good afternoon. Thanks for taking a little time to talk through this yesterday.
As discussed, we are renovating three (3) schools for DeKalb County this Summer (Chensut ES, Laurel Ridge
ES and Woodridge ES). See attached floor plans.
All of three of these schools we are ripping out the existing ceilings and putting back new and currently the
interior signage is hanging from the ceiling grid.
Wanted to see if we could get proposals for you to furnish and install new interior signage for these schools
for the owner’s review.
The attached submittal for a job you completed for DeKalb County (All Good Elementary School) is what the
county is looking for.
Please let me know if you have any questions.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
2
--
Thanks,
Anthony Rotger
REI SIGNS
333 Gardner Road
Temple, GA 30179
404-452-3697
3
August 27, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #013 – Reconciliation of the Relocation & Cleaning Assistance Allowance
Dear Ryan:
Enclosed, please find the Item of Change proposal to reconcile the project relocation and cleaning
assistance allowance. This IOC includes but is not limited to the following items:
- Removal, storage, and reinstallation of the smart boards during construction
- Removal, storage, and reinstallation of owner FFE items such as computers during construction
- Dumpsters furnished to faculty for move-out
- Labor for relocating and protecting Owner FFE items during construction
- Final waxing of the floors for school opening
This Item of Change (I.O.C. 013) results in a deductive cost of <$302.00> to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen Construction
Michaela Ray - Evergreen Construction
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 013
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 8/27/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RELOCATION & CLEANING ASSISTANCE ALLOWANCE RECONCILIATION
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
18-10.100 RELOCATION & CLEANING ASSISTANCE ALLOWANCE RECONCILIATION -1 LS 0 0 200000.00 (200,000)
0 0 0
18-10.100 REMOVAL & REINSTALL VISUAL DISPLAY SMARTBOARDS - VIRTUCOM 0 0 0
Virtucom - Invoice # 63542 33 EA 0 0 181.00 5,973
Virtucom - Invoice # 63542-R 33 EA 0 0 295.00 9,735
0 0 0
18-10.100 REMOVAL & REINSTALL LAPTOPS, IT EQUIPMENT, COMPUTER CARTS, ETC. - BELTMANN 0 0 0
Beltmann Group - Invoice # 58201843 1 LS 0 0 3000.00 3,000
Beltmann Group - Invoice # 58216417 1 LS 0 0 8447.80 8,448
Beltmann Group - Invoice # 58266612 1 LS 0 0 6164.20 6,164
0 0 0
18-10.100 LABOR FOR MOVING, PROTECTING, AND RELOCATING FURNITURE 0 0 0
Carlitos Drywall Inc - Invoice # 0624-777 1 LS 0 0 12868.25 12,868
Carlitos Drywall Inc - Invoice # 0624-785 1 LS 0 0 6614.50 6,615
Precision Management Solutions - Invoice # 73631 1 LS 0 0 22583.40 22,583
Precision Management Solutions - Invoice # 73646 1 LS 0 0 37376.63 37,377
Carlitos Drywall Inc - Invoice # 0724-831 1 LS 0 0 9516.00 9,516
Precision Management Solutions - Invoice # 73660 1 LS 0 0 15555.03 15,555
0 0 0
18-10.100 OWNER REQUESTED DUMPSTER FOR TEACHER MOVE-OUT 0 0 0
Xtreme Disposal - 05/14/24 - Invoice # 72745 1 LS 0 0 525.00 525
0 0 0
18-10.100 WAXING OF FLOORS FOR OWNER MOVE-IN 0 0 0
Precision Management Solutions - Invoice # 73666 1 LS 0 0 61338.90 61,339
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 0 (302)
Payroll Taxes & Insurance 0
Sales Tax (8.00%) 0
TOTALS 0 0 -302
Subcontractor General Liability Insurance 0 0 0
Pollution Insurance 0 0 0
Builder's Risk Insurance Premium 0 0 0
Management Software 0 0 0
Subcontractor Default Insurance 0 0 0
EVERGREEN MARKUP - - -
GRAND TOTAL ($302)
Authorizing Signature: date:
Page 1 of 1
Woodridge ES - 33 Smart
Boards Relocated
33 * $181.00 = $5,973
Woodridge ES - 33 Smart
Boards Relocated
33 * $295.00 = $9,735
THIS NUMBER - Purchaser’s Job Number: 2023-008
Must appear on all Correspondence, Project Name: Woodridge ES
Invoices, Shipping Papers, etc. Supplier’s Code Number: 18-10.100
PURCHASE ORDER Date of Purchase Order: 5/20/24
TO: Beltmann Group Incorporated FROM: The Evergreen Corporation dba Evergreen
2480 Long Lake Road Construction Co.
Roseville, MN 55113 3200 Cobb Galleria Parkway, Suite 240
Atlanta, GA 30339
678-244-6500
ATTN: Connor Smith
ATTN: Kevin Teefy
FOR: Furniture Relocation INVOICES: E-Mail with signed delivery tickets
TEL: 770-328-6506
DELIVER F.O.B. to the following location: Evergreen Construction, 4120 Cedar Ridge Rail, Stone Mountain, GA 30083.
PRODUCTS shall conform to Plans dated 5/23/23 by Cooper Carry (“Architect”) prepared for DeKalb County School
District (Owner).
PRODUCTS and Price: Pursuant to the Terms and Conditions contained herein and on the following pages(s) of this
Purchase Order, please furnish the following Products at the Price(s) shown (which includes the cost of freight,
packing and crating, unless otherwise indicated):
1. Inventory, label, and pack all IT equipment into storage containers. $ 17,612.00
2. Equipment shall be picked up from school, loaded onto truck, and unloaded at warehouse for 2
months of conditioned storage.
3. Upon request, the IT equipment is to be reloaded from the warehouse, trucked to school,
unpacked, and redistributed to its original location in each classroom. Reconnection is not
included.
4. Supplier shall provide insurance in accordance with the attached Exhibit E.
Seller’s Tax Registration Number for Price (excluding taxes) $17,612.00
State of Freight included
is Sales/Use Taxes for State of Georgia: DeKalb included
Business License Number Total Lump Sum PURCHASE PRICE $17,612.00
Issued in County
Copy of current Business/Occupation License must be attached.
Copy of W9 Form must be attached.
DELIVERY SCHEDULE - Time is of the essence. Schedule shipment for Products to arrive as follows: As directed
by Project Superintendent. DISCOUNT TERMS: N/A Discount period shall be calculated from date proper
Invoice is received by Purchaser.
IN WITNESS WHEREOF, the parties have duly executed this Purchase Order as of the date first above written.
PURCHASER: Evergreen Construction SELLER:
(Signature)
NAME: Steve Hall NAME:
TITLE: Senior Project Manager TITLE:
(Printed Name & Title)
1. Invoice must be emailed, as a PDF attachment, to invoices@evergreencorp.com. Invoice
must show job address, purchase order number and a description of material or services
rendered and a copy of the signed delivery ticket must accompany the invoice. Invoice
must show job number and cost code.
2. No other agreement or understanding modifying the conditions of this Purchase Order will
be binding on the buyer unless the modification is made in writing and signed by the
buyer’s authorized representative.
3. Approval of shop drawings, catalog cuts, etc., will not relieve the seller of responsibility
by the Owner, or for errors or omissions in materials furnished.
4. The right is reserved to cancel this order without charges if the conditions of this order
including delivery and conformance with requirements of the contract documents are not
met.
5. Invoices are to be submitted within thirty days after the delivery of goods and/or services.
Payment from Owner to Contractor for materials supplied under this Purchase Order is a
condition precedent to payment from Contractor to Supplier, unless Contractor, at its
option, elects to render payment prior to receipt of funds from Owner.
6. In connection with the performance of work under this Purchase Order, the Equal
Opportunity Clauses as set forth in Section 202 of Executive Order 11246, as amended,
Section 503 of the Rehabilitation Act of 1973, as amended, and Section 402 of the Vietnam
Era Veterans Readjustment Act of 1974, as amended, are incorporated by reference.
$15,000 / 5 jobs = $3,000
$15,000 / 5 jobs = $3,000
Precision Management Solutions INC Invoice
PO BOX 541
Date Invoice #
CONLEY, GA 30288
8/4/2024 73666
Bill To Ship To
Evergreen Construction WOODBRIDGE ELEMENTARY SCHOOL
3200 Cobb Galleria Parkway 4120 CEDAR RIDGE TRAIL
Suite 240 STONE MOUNTAIN, GEORGIA 30083
Atlanta, GA 30339
P.O. Number Terms Rep Ship Via F.O.B. Project
Due on receipt 8/4/2024
Quantity Item Code Description U/M Price Each Amount
58,418 LABOR PER SQ FT: STRIP VCT FLOOR AND APPLY 6 1.05 61,338.90
COATS OF HARD AS NAILS WAX (MATERIALS
AND LABOR)
Total $61,338.90
August 27, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #014 – Reconciliation of Permit Review Comments and Fire, Life Safety Allowance
Dear Ryan:
Enclosed, please find the Item of Change proposal to reconcile the project permit review comments and
fire, life safety allowance. This IOC includes but is not limited to the following items:
- Masonry patching of existing wall assemblies to meet code compliance requirements
- Drywall patching of existing wall assemblies to meet code compliance requirements
- Fire caulking of existing penetrations through rated wall assemblies to meet code compliance
requirements
- Additional fire alarm pull stations per Fire Marshal request
- Conduit & back-boxes for additional fire alarm pull stations per Fire Marshal request
- Additional fire alarm strobe in the clinic per Fire Marshal request
- Additional exit lights per Fire Marshal request
- Demo and cap existing janitor sinks in new electrical rooms
- Reinstall intercom speakers in the ceiling for life safety systems
- Centegix reinstalling of life safety strobes
This Item of Change (I.O.C. 014) results in an added cost of $2,923 to our current contract value. This cost
is in addition to exceeding the stated contract allowance of $50,000. Attached is a detailed breakdown of
this change for your use as well as all relevant back-up pricing documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen Construction
Michaela Ray – Evergreen Construction
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 014
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 8/27/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description PERMIT REVIEW COMMENTS AND FIRE, LIFE SAFETY ALLOWANCE
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
18-10.200 PERMIT REVIEW COMMENTS AND FIRE, LIFE SAFETY ALLOWANCE -1 LS 0 0 50000.00 (50,000)
0 0 0
18-10.200 FIRE ALARM 0 0 0
Additional Pull Stations Per AHJ Request 1 LS 0 0 18525.49 18,525
0 0 0
18-10.200 FIRE ALARM 0 0 0
Additional Fire Alarm Strobe in the Clinic Per AHJ Request 1 LS 0 0 3920.58 3,921
0 0 0
18-10.200 ELECTRICAL 0 0 0
Conduits & Back-Boxes For Additional Pull Stations Per AHJ Request 1 LS 0 0 3774.00 3,774
0 0 0
18-10.200 ELECTRICAL 0 0 0
Additional Exit Lights Per AHJ Request 1 LS 0 0 9498.00 9,498
0 0 0
18-10.200 WALL TOP OUT 0 0 0
Drywall & Framing Materials & Labor For Wall Top Outs in Electrical Rooms and Fire Caulking 1 LS 0 0 8713.00 8,713
0 0 0
18-10.200 PLUMBING 0 0 0
Demo & Cap Existing Janitor Sinks In Electrical Rooms 1 LS 0 0 2728.00 2,728
0 0 0
18-10.200 WALL TOP OUT 0 0 0
Rockwool Insulation (06/28/24) 1 LS 0 0 151.18 151
0 0 0
18-10.200 WALL TOP OUT 0 0 0
Rockwool Insulation (07/05/24) 1 LS 0 0 151.18 151
0 0 0
18-10.200 INTERCOM SYSTEM 0 0 0
Reinstall Intercom Speakers in Ceiling for Life Safety Systems 1 LS 0 0 3962.00 3,962
0 0 0
18-10.200 CENTEGIX 0 0 0
Reinstall Life Safety Strobes 1 LS 0 0 1500.00 1,500
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 0 2,923
Payroll Taxes & Insurance 0
Sales Tax (8.00%) 0
TOTALS 0 0 2,923
Subcontractor General Liability Insurance 0 0 0
Pollution Insurance 0 0 0
Builder's Risk Insurance Premium 0 0 0
Management Software 0 0 0
Subcontractor Default Insurance 0 0 0
EVERGREEN MARKUP - - -
GRAND TOTAL $2,923
Authorizing Signature: date:
Page 1 of 1
Johnson Controls Inc
DIRECTED CHANGE 6175 Shamrock Ct
Dublin, Ohio 43017
614-555-1212
JCI Project Number 650409925
PROJECT NAME Woodridge ES FA
LOCATION OF WORK Woodridge ES calssrooms
DIRECTED CHANGE
CONTRACT NO. 2023008-1690 1
NO.
REQUESTING PARTY Evergreen Const DATE OF REQUEST 7/15/23
PROJECT MANAGER CONTRACTOR
OWNER ENGINEER
DIRECTED CHANGE OVERVIEW
FM has requested additional pull stations at each classroom exit. 24 devices total. There will be pull station covers with
DESCRIPTION OF CHANGES
horns added also.
REASON FOR CHANGE directed by AHJ
SUPPORT & JUSTIFICATION
DOCUMENTS
SPECIFICATIONS
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES
ORIGINAL PRICE $172,993.00 ORIGINAL TIME IN DAYS
NET CHANGES OF PREVIOUS NET CHANGES OF PREVIOUS
$0.00 3
CHANGE ORDERS CHANGE ORDERS IN DAYS
NET INCREASE / DECREASE IN
NET INCREASE / DECREASE $18,525.49 1
DAYS
TOTAL CONTRACT PRICE WITH TOTAL CONTRACT TIME WITH
$191,518.49 4
APPROVED CHANGES APPROVED CHANGES
RECOMMENDED BY: JCIFP ACCEPTED BY:
DATE: 7/15/2024 DATE:
REVIEWED BY: APPROVED BY:
DATE DATE
It is hereby agreed the changes and additions in the Scope of Work noted below shall constitute an Extra to the contract in the amount noted on this
form. The sum shall be added to the original value of the above numbered contract and at Extras heretofore approved. This quotation is valid for 30
days.
Page 2 EXTENDED COST DETAIL - 2023008-16901
PROJECT NAME Woodridge ES FA
LOCATION OF WORK Woodridge ES calssrooms
DIRECTED CHANGE
CONTRACT NO. 2023008-1690 1
NO.
DESCRIPTION SELL
GENERAL CONDITIONS $101.20
MATERIAL (INCLUDES SUNDRy) $7,920.00
LABOR $2,302.52
DESIGN $1,301.77
SUBCONTRACTING $6,900.00
EQUIPMENT/RENTALS $0.00
FINANCIAL- SPECIAL CONDITIONS $0.00
TOTAL $18,525.49
PROJECT MANAGER
CONTRACTOR SIGNATURE Royce J Varnom
SIGNATURE
DATE DATE 7/15/2024
PAGE 3 DETAIL PRINTOUT - 2023008-16901
MATERIAL
MATERIAL NAME DESCRIPTION/PN QTY SELL/EA SELL/EXT
manual pull station 4099-9004 24 $97.52 $2,340.48
stopper w/ horn STI-13420FR 24 $202.48 $4,859.52
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
EXPEDITED SHIPPING/FREIGHT CHARGES
0 0 $0.00 $0.00
SUNDRY (SHIPPING, TRANSPORTATION, USE-TAX) $720.00
LABOR QTY EXTENDED PRICE
COMM / TECH 4 $920.00
INSTALLATION 0 $0.00
PROJ MGMT 3 $794.16
PV/ASSOCIATE PM 0 $0.00
SPECIFIC PROD TRAINING 0 $0.00
PREP/FAB 1 $588.36
DESIGN QTY EXTENDED PRICE
Design 3 $828.59
CAD 3 $473.18
Third party designer 0 $0.00
SUB- PE Stamp 0 $0.00
Filing Fees 0 $0.00
Consumables 0 $0.00
Outside printing service 0 $0.00
As-builts / Manuals non-labor costs 0 $0.00
PROJECT MANAGER
CONTRACTOR SIGNATURE
SIGNATURE
DATE DATE
Johnson Controls Inc
CHANGE DIRECTIVE 6175 Shamrock Ct
Dublin, Ohio 43017
614-555-1212
JCI Project Number 650409925
PROJECT NAME Woodridge ES
LOCATION OF WORK clinic
CHANGE DIRECTIVE
CONTRACT NO. 2023008-1690 2
NO.
REQUESTING PARTY Evergreen Const DATE OF REQUEST 8/6/24
PROJECT MANAGER CONTRACTOR
OWNER ENGINEER
CHANGE DIRECTIVE OVERVIEW
FM directed to add a strobe only in the clinic. JCI will provide materials and labor for installation, programming and
DESCRIPTION OF CHANGES
testing. All raceways and backboxes by others.
REASON FOR CHANGE FM directed to add a strobe only in the clinic
SUPPORT & JUSTIFICATION
DOCUMENTS
SPECIFICATIONS
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES
ORIGINAL PRICE $172,993.00 ORIGINAL TIME IN DAYS
NET CHANGES OF PREVIOUS NET CHANGES OF PREVIOUS
$18,525.49
CHANGE ORDERS CHANGE ORDERS IN DAYS
NET INCREASE / DECREASE IN
NET INCREASE / DECREASE $3,920.58 2
DAYS
TOTAL CONTRACT PRICE WITH TOTAL CONTRACT TIME WITH
$195,439.07 2
APPROVED CHANGES APPROVED CHANGES
RECOMMENDED BY: JCIFP ACCEPTED BY:
DATE: 8/7/2024 DATE:
REVIEWED BY: APPROVED BY:
DATE DATE
It is hereby agreed the changes and additions in the Scope of Work noted below shall constitute an Extra to the contract in the amount noted on this
form. The sum shall be added to the original value of the above numbered contract and at Extras heretofore approved. This quotation is valid for 30
days.
Page 2 EXTENDED COST DETAIL - 2023008-16902
PROJECT NAME Woodridge ES
LOCATION OF WORK clinic
CHANGE DIRECTIVE
CONTRACT NO. 2023008-1690 2
NO.
DESCRIPTION SELL
GENERAL CONDITIONS $345.49
MATERIAL (INCLUDES SUNDRy) $153.69
LABOR $3,421.40
DESIGN $0.00
SUBCONTRACTING $0.00
EQUIPMENT/RENTALS $0.00
FINANCIAL- SPECIAL CONDITIONS $0.00
TOTAL $3,920.58
PROJECT MANAGER
CONTRACTOR SIGNATURE Royce Varnom
SIGNATURE
DATE DATE 8/7/2024
PAGE 3 DETAIL PRINTOUT - 2023008-16902
MATERIAL
MATERIAL NAME DESCRIPTION/PN QTY SELL/EA SELL/EXT
addressable wall strobe red 49VO-WRF 1 $139.72 $139.72
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
00 0 $0.00 $0.00
EXPEDITED SHIPPING/FREIGHT CHARGES
0 0 $0.00 $0.00
SUNDRY (SHIPPING, TRANSPORTATION, USE-TAX) $13.97
LABOR QTY EXTENDED PRICE
COMM / TECH 8 $1,851.20
INSTALLATION 8 $1,289.60
PROJ MGMT 1 $272.22
PV/ASSOCIATE PM 0 $0.00
SPECIFIC PROD TRAINING 0 $0.00
PREP/FAB 0 $8.38
DESIGN QTY EXTENDED PRICE
Design 0 $0.00
CAD 0 $0.00
Third party designer 0 $0.00
SUB- PE Stamp 0 $0.00
Filing Fees 0 $0.00
Consumables 0 $0.00
Outside printing service 0 $0.00
As-builts / Manuals non-labor costs 0 $0.00
PROJECT MANAGER
CONTRACTOR SIGNATURE Royce Varnom
SIGNATURE
DATE DATE 8/7/2024
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 6, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 12, Fire Alarm System Pull Stations
Dear Steve,
As requested, we have priced the cost for the additional work involved with the added FAS Pull-Stations; the
cost to incorporate this work into our scope is $3,774.00; this pricing is based on the following:
BREAKDOWN:
$ 2,303.07 – Labor
985.35 – Material
78.83 – Sales Tax
29.56 – Expense
253.33 – Ohd & Profit
$ 3,774.00 – Total
QUALIFICATIONS:
1) This COR includes installing the necessary conduits and Back-Boxes for the (24) Pull-Stations added by
the Fire Marshall. The Fire Alarm Subcontractor furnished the Surface-Mounted Back-Boxes.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 9, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 18, Exit Lights
Dear Steve,
As requested, we have priced the cost for the work involved with adding the (10) additional Exit Lights requested by the
Fire Marshall; the cost to incorporate this work into our scope is $9,498.00; this pricing is based on the following:
BREAKDOWN:
$ 5,202.16 – Labor
3,014.30 – Material
241.14 – Sales Tax
90.43 – Expense
949.69 – Ohd & Profit
$ 9,498.00 – Total
QUALIFICATIONS:
1) This COR includes Furnishing and Installing the Necessary Circuitry and Wiring for (10) additional Exit Lights
requested by the Fire Marshall.
2) The specified Exit Light Fixtures have a 4-6 Week Lead Time; therefore, as discussed, we have included Furnishing
and Installing (10) Temporary Exit Light Fixtures.
3) We have also included Furnishing and Installation of the (10) Specified Exit Light Fixtures; once received, we will
come back out to the School and install the Specified Exit Lights.
4) The Exit Lights will be placed per the attached Redlined Drawings, Plan Sheets E2.01 & E2.02.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
June 24, 2024
Evergreen Construction
3200 Cobb Galleria Parkway
Suite 240
Atlanta, GA 30339
Attention : Connor Smith
Re: Woodridge Elem.
Stone Mountain, GA
Please review the following scope change pricing:
Install additional: framing, drywall and fire caulk for tops of electrical rooms.
This includes: additional 3 5/8” stud and track, layer of 5/8” Type X drywall each side, finishing material,
fire caulk.
Material- $2.255
Labor- $6.458
Total- $8,713
If you have any questions, please do not hesitate to call.
Sincerely,
Josh Varner
Sr. Project Manager
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 6/12/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 2
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Demo Service S
COP Price: $2,728.00
This pricing is for demoing 3 service sinks in the janitor's closets for electrical approval. This is based on capping the pipes
as close to the wall as possible, but not inside the wall.
See attached documentation
COp RECAP SHEET
6/12/2024
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #2
Bid: Base Bid
Labor
Materials Hours Rate Labor $ Total
Summary $310 17.0 $56.60 $960 $1,270
Plumbing Equipment $0 0.0 $56.60 $0 $0
Fees $0 0.0 Varies $0 $0
PCPS Equipment $300 8.0 Varies $453 $753
Rental Equipment $0 $0 $0
Overtime Pay $0 $0
Supervision $62.50 $0 $0
Sub Total $610 $1,413 $2,023
Sales Tax $54 Labor Burden $403 $457
Sub Total $664 $1,815 $2,480
Subcontracts including Sales Tax $0
Sub Total $2,480
Warranty
Material Escalation
Freight
Other
Other
Other
Sub Total $2,480
0% Overhead $0
10 % Profit $248
Sub Total $2,728
Sales Tax $0
Sub Total $2,728
Bond $0
QUOTED PRICE $2,728
Labor Rate Established 10/10/22
PipeDetail
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #2
Run Date: 6/12/2024 8:23
Net Net
Qty Size Description Price Total
6½ Wrot Copper Cap $ 0.45 $ 2.73
33 Wrot Copper Cap $ 26.37 $ 79.10
6½ 95/5 Solder Joints $ 0.40 $ 2.40
33 95/5 Solder Joints $ 1.96 $ 5.88
3 <None> DEMFX Demo Plumbing Fixture $ 40.00 $ 120.00
1 <None> DRAINDOWN Drain Water Down and Bring Back Up $ 100.00 $ 100.00
$ 310.11
Page 1
Paulson-Cheek Mechanical
6145 Northbelt Parkway
Suite F
Norcross, GA 30071
Ga. Reg. CN21113
770. 729. 0076
770. 729. 1076 Fax
7/19/24
Job Name: DCSD Woodridge ES - Reinstall Speakers Into Celings
Paulson-Cheek Mechanical proposes to provide and install the material and equipment shown on the
plans and specifications for the total price of ......................................................................... $ 3,962
Going through the school and installing all the speakers in the ceiling. With them not having any
previous drawings for locations we are going to have to go through all the ceilings to make sure we
get them all. This quote covers any material we will need such as wire nuts , toggle bolts and stuff like
that.
We specifically include the following:
• State Sales Tax and HVAC Permit Fees • Start-Up
• Submittals and Shop Drawings
• Operation and Maintenance Manuals
• Warranty
We specifically exclude the following:
• Power Wiring, Disconnects, and any misc. 120 volt wiring
• Gas Piping by others
• Final Flashing of Roof Penetrations
• Architectural Louvers
• Smoke Detectors
• Interlock to Fire Alarm System
• Cutting, Coring, Patching, and Painting
• Equipment Pads, and Structural Supports
• Plumbing/Sprinkler Work
• Trash Removal from Site (On Site Container provided by Others)
• Davis Bacon Wages
• Bond (rate 1.0%)
Thank you for the opportunity to quote this project. Should you have any questions, please feel free to call.
Tommy Rape
Preconstruction Manager, cell 678-282-4036, trape@paulsoncheek.com
Location Service Proposal For:
Account Name Dekalb County School District Evergreen Construction
Bill To 1701 Mountain Industrial Blvd 3200 Cobb Galleria Pkwy
Stone Mountain, GA 30083 Suite 240
US Atlanta, GA 30339
Quote Number 00001440
Created Date 5/29/2024
Expiration Date 6/26/2024
Payment Terms: Net 30 from time of completed work
Company Address 2120 Powers Ferry Rd SE
Suite 110
Atlanta, GA 30339
US
sales@centegix.com
Product Sales Price Quantity Total Price
Installation & Setup (one-time) $1,500.00 1.00 $1,500.00
Comments Dekalb County School District (GA) - Woodridge Grand Total $1,500.00
Elementary - Partial Site Reinstall
1-2
Scheduling of service (if applicable) is initiated upon receipt of purchase order. Service date is approximately 3-4 weeks after receipt or
purchase order (subject to change).
Connor Smith - Evergreen Construction, Project Manager
May 22, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #015 – New Vinyl Faced Roof Insulation Inside Gymnasium
Dear Ryan:
Attached, please find our proposal to furnish and install 3” reinforced vinyl faced roof insulation inside the
existing gymnasium. This includes the removal and disposal of the existing gymnasium roof insulation. Per
the manufacturer’s recommendation, we have not included thermal spacer blocks, see attached
manufacturer data sheet where thermal spacer blocks are not recommended for 3” low system insulation.
This Item of Change (I.O.C. 023) results in an added cost of $24,799 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 015
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 5/22/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description NEW VINYL FACED ROOD INSULATION INSIDE GYMNASIUM
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
07-41.010 STANDING SEAM METAL ROOF 0 0 0
New Vinyl Faced Insulation in Gym 1 LS 0 0 20810.00 20,810
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 6 MHR 0 25 150 0
01-30.400 DUMPSTERS 2 PULL 650 1,300 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 2 MHR 0 110 220 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 1,350 560 20,810
Payroll Taxes & Insurance 198
Sales Tax (8.00%) 108
TOTALS 1,458 758 20,810
Subcontractor General Liability Insurance 5 3 71
Pollution Insurance 1 1 18
Builder's Risk Insurance Premium 2 1 33
Management Software 4 2 50
Subcontractor Default Insurance 19 10 266
EVERGREEN MARKUP 149 77 1,062
GRAND TOTAL $24,799
Authorizing Signature: date:
Page 1 of 1
001 - Woodridge
ABS
ABUCK BUILDING SYSTEMS, INC. JOB NAME Dekalb Schools - Woodridge
1142 Marietta St., Alpharetta, GA. GENERAL CONTRACTOR Evergreen
30009 ARCHITECT Cooper Carry
DATE 05/15/24 CHANGE NUMBER 001 - Woodridge
ATTN Michaela Ray
CHANGE ORDER REQUEST
DESCRIPTION ADDITION DEDUCTION
Remove and replace existing Vinyl Faced insulation in Gymnasium Roof Systems - Does not
include Thermal Spacer blocks - 3" Reinforced Vinyl Faces Insulation provided.
No Thermal Spacers Included in this C/O
No P&P Bond cost included in this C/O
Vinyl Faced Insulation Material $8,850
Demolition of Existing and Installation of new Insulation $7,905
OH&P at 15% $2,513
ORIGINAL CONTRACT AMOUNT SUBTOTAL $19,268 0
AMOUNT CHANGE BY PRIOR C/O TAX - 8% $1,541 0
AMOUNT THIS CHANGE 20809.71 CHANGE ORDER TOTAL $20,810 0
REVISED CONTRACT TOTAL 20809.71
NOTE THAT ABUCK BUILDING SYSTEMS CANNOT PROCEED WITH ABOVE WORK UNTIL AUTHORIZED BY CUSTOMER
CUSTOMER SIGNATURE DATE
ABUCK SIGNATURE DATE
Page 1
July 14, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #019 – RFI #023 – Existing Fire Sprinklers Over Stage
Dear Ryan:
Attached, please find our proposal for the demolition and capping of the existing fire sprinkler. Per the
response to RFI #023, it was directed to remove the existing unforeseen fire sprinkler system from the stage
area. Enclosed, please find our detailed breakdown and backup for demolishing this existing sprinkler
systems.
This Item of Change (I.O.C. 019) results in an added cost of $5,533 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6544.
Sincerely:
Steve Hall
Sr. Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 019
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 7/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #023 - Existing Sprinkler Over Stage
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
15-49.100 Plumbing 0 0 0
Labor and Materials - Demo of Sprinkler above the stage 1 LS 0 0 4558.00 4,558
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 3 MHR 0 110 330 0
01-99.300 MANAGERIAL PROCESSING 1 MHR 0 95 95 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 425 4,558
Payroll Taxes & Insurance 150
Sales Tax (8.00%) 0
TOTALS 0 575 4,558
Subcontractor General Liability Insurance 0 2 15
Pollution Insurance 0 0 4
Builder's Risk Insurance Premium 0 1 7
Management Software 0 1 11
Subcontractor Default Insurance 0 7 58
EVERGREEN MARKUP - 59 233
GRAND TOTAL $5,533
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #23: Existing Fire Sprinklers Over Stage
Status Open
To Brian Mitchell (Cooper Carry, Inc., Architects) From Tyler Mathewson (Evergreen Construction)
Date Initiated May 8, 2024 Due Date May 11, 2024
Location Stage Project Stage
Cost Impact TBD Schedule Impact TBD
Spec Section
Drawing Number A11.01 Reference
Linked Drawings
Received From Ricardo Viton (SE Demolition Services, LLC)
Copies To Steve Hall (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority 1 - High Discipline Fire Protection
Activity
Question Question from Tyler Mathewson Evergreen Construction on Tuesday, May 7, 2024 at 04:51 PM EDT
Reference: A11.01, Attached Photos
Description: During a site visit, it was discovered that there is an existing fire protection sprinkler system located over the
stage in the cafeteria. The existing system is constructed in the same spot that the new sprinkler system would be located.
Please reference the attached markup of A11.01 Overall Reflected Ceiling Plan - Demolition, as well as the attached photos
for more information about the location and nature of the existing system. Please confirm the need for demolition of the
existing fire protection sprinkler system above the stage in order to make room for the new system.
Question: Confirm the need for demolition of the existing fire protection sprinkler system above the stage in order to make
room for the new system.
Attachments
A11.01_ OVERALL REFLECTED CEILING PLAN - DEMOLITION Rev.1 Markup Fire Protection System Demolition.pdf,
D13C22B9-2077-4F70-B5D7-DA10D6A5D410.jpeg, 55CB98AC-F4EC-41AF-96B6-EF9F06E901B7.jpeg, 58E6FF17-9B55-
4477-B359-6831B31C7CB5.jpeg, B7B298E3-22E8-47A8-9673-1A1D9DA6CF0B.jpeg, 33DAD8EC-FF29-4ABD-B73C-
F91C9889AF40.jpeg, 1CBE0476-61A3-45A9-A74D-B6EDD7C9D1D3.jpeg, D4DFA72E-2681-4246-9791-
E98C7BAD82E9.jpeg, 356304F2-9D7F-4A89-BE8E-CB5267B0702D.jpeg, C95BFF23-7D9F-4B1F-A6D2-
8261A9328B5C.jpeg, 691DFAD9-2A62-4499-84AA-78EDB780CAC5.jpeg, 58DB45E1-706F-40D9-B1C3-
50F8838CB33C.jpeg, 56715166-3949-4EF7-AA37-F1BF1AC60716.jpeg
Awaiting an Official Response
The existing sprinkler system serving the stage may
be removed. Demolish all sprinklers and piping
serving the area.
EKW
Evergreen Construction Page 1 of 1 05/08/2024
Printed On: May 8, 2024 08:28 AM EDT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THE CENTER FOR CONNECTIVE ARCHITECTURE
4TH 4TH & 5TH
191 Peachtree Street NE
941 4TH 5TH 944 Suite 2400
P
P
942 943 Atlanta, GA 30303-1770
(404) 237-2000
coopercarry.com
CORRIDOR
1007 ©2021 COOPER CARRY
4TH A.P.
939 940.1 5TH
945
N
N
READING 3RD
940 947
4TH
938
3RD BOYS
937 947.1
JAN
947.3
M
M
GIRLS
947.2
2ND 2ND
LOUNGE 901 902 3RD
910.1 903
JAN
CORRIDOR
905.4 ISSUANCES
L
L
1006
No. Drawing Issue Description Date
MEDIA CENTER
50% CONSTRUCTION DOCUMENTS 08/15/22
100
3RD ISSUED FOR DOE 03/15/2023
1ST 1ST ISSUED FOR BID/PERMIT 04/20/2023
1ST 2ND 904
909 910
908 BOYS GIRLS 905
CLINIC
905.3 905.2
905.1
K
K
JAN CUST.
CORRIDOR 906.6 918.10
1005
1ST EIP OFF. OFF.
1ST
907 100.1 100.2 100.3
906
MECH.
LTSE
GIRLS BOYS 918.3
906.4 COMP. LAB
906.3 906.2
CORRIDOR 921
J
J
1003
STOR. STOR.
BOOKS HUB LOUNGE
919.1 921.1
MATH 918.1 RR
906.5 918.4
K 911.1 918.5
911 MUSIC
RR 918
LTSS 918.6 ART
918.2 GIRLS BOYS 919
K
916 918.7 918.8 STOR. Existing fire
919.2 suppression sprinkler
H
H
CORRIDOR
system located over
1004
SPEECH stage.
912.1 RR CORRIDOR JAN CAFETERIA STAGE
99.7 1002 918.9 LOBBY 98 98.1
1000
CORRIDOR
A.P. 1001
K PRE-K RR 99.1
915 912 99.6 RECEPT.
VAULT 99
RR
99.2
G
G
VEST. 99.5 READING
VEST. 920
914.1 EXIST. HOOD TO BE
913.1
REMOVED, SEE MECH.
PRIN.
99.3 BOOK. KPR.
KITCHEN
99.4
1.14
RR 914.3 RR RR
914.2 115 913.2 913.3
OFFICE CAN WASH
97.1 97.6
K PRE-K SERVING B
914 913 97.2
F
F
STOR.
97.3
JAN
97.4 A
RR
BOYS 97.5
1.13
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT DCSD PROJ. #369-35
GYMNASIUM
1.9 C
E
E
ELEC.
1.8
GIRLS
1.12
VEST.
1.7
OVERALL DEMOLITION REFLECTED CEILING
WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
D
D
OFFICE
1.11 1 PLAN
STOR.
A11.01 SCALE: 1/16" = 1'-0"
SYSTEM REPLACEMENT
1.10
DEMO RCP LEGEND DCSD PROJ. #369-35
M:\2021\20210314\D-7 Drawings\D-7-1 Revit\Users\Woodridge Central_BM.rvt
LIGHT FIXTURES
4120 CEDAR RIDGE TRAIL
SURFACE MOUNTED FIXTURE
♦
C
C
SHEET NUMBER: A11.01 - OVERALL REFLECTED CEILING PLAN - DEMOLITION
1x4 LAY-IN FIXTURE, ACRYLIC LENS DEKALB COUNTY SCHOOL DISTRICT
2x4 LAY-IN FIXTURE, ACRYLIC LENS
2x2 LAY-IN FIXTURE, ACRYLIC LENS OVERALL REFLECTED
CEILING TILE
CEILING PLAN - DEMOLITION
ACOUSTICAL CEILING TILE
B
B
WASHABLE CEILING TILE
STAINLESS STEEL CEILING TILE SOPHIA TARKHAN 20210314
Principal-in-Charge Project No.
GYP. BD./PLASTER CEILING 08/26/22
Project Manager Date
MECHANICAL FIXTURES
BRIAN MITCHELL
4/17/2023 1:53:19 PM
RETURN AIR DIFFUSER Project Architect
JOIANA HOOKS
SUPPLY AIR DIFFUSER Staff Architect
A11.01
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 6/12/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 1
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Gym Sprinkler
COP Price: $4,558.00
This pricing is for demoing the existing copper sprinkler piping over the stage connected to the domestic water system and
capping the 2-1/2" water line up above the ceiling.
See attached documentation
COP RECAP SHEET
6/12/2024
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #1
Bid: Base Bid
Labor
Materials Hours Rate Labor $ Total
Summary $964 33.7 $56.60 $1,908 $2,872
Plumbing Equipment $0 0.0 $56.60 $0 $0
Fees $0 0.0 Varies $0 $0
PCPS Equipment $0 0.0 Varies $0 $0
Rental Equipment $0 $0 $0
Overtime Pay $0 $0
Supervision 8.0 $62.50 $500 $500
Sub Total $964 $2,408 $3,372
Sales Tax $86 Labor Burden $686 $772
Sub Total $1,050 $3,094 $4,144
Subcontracts including Sales Tax $0
Sub Total $4,144
Warranty
Material Escalation
Freight
Other
Other
Other
Sub Total $4,144
0% Overhead $0
10 % Profit $414
Sub Total $4,558
Sales Tax $0
Sub Total $4,558
Bond $0
QUOTED PRICE $4,558
Labor Rate Established 10/10/22
PipeDetail
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #1
Run Date: 6/12/2024 8:01
Net Net
Qty Size Description Price Total
1 2½ Wrot Copper Cap $ 32.87 $ 32.87
96 2 Copper Demo $ 5.00 $ 481.35
1 <None> DRAINDOWN Drain Water Down and Bring Back Up $ 200.00 $ 200.00
1 412x2½ WCONN Water Connection $ 250.00 $ 250.00
$ 964.22
Page 1
September 3, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #021 – Gypsum Roof Decking Repairs & Joist Reinforcements
Dear Ryan:
Attached, please find our proposal for replacing the existing poured gypsum roof decking that has failed,
primarily around the media center as well as furnishing and installing joist reinforcements for ERU #01,
ERU #02, ERU #04, RTU #03 and RTU #04.
This information was provided by Uzun + Case from their site review (see attached email correspondence
as well as the progress set, issued on 06/22/2023). This includes replacing all failed gypsum roof locations
with grade .80 1 ½” Type B steel roof decking, 22 GA min, galvanized G60. This includes adding additional
steel reinforcements to the existing steel joists to support the loads of the new rooftop HVAC equipment.
This Item of Change (I.O.C. 021) results in an added cost of $103,198 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
In an effort to maintain the project schedule, this work took place at night to avoid schedule impacts during
normal business hours allowing our subcontractors to still work inside the building areas during the day.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 021
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description GYPSUM ROOF DECKING REPAIRS & JOIST REINFORCEMENTS
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
05-01.100 STRUCTURAL STEEL 0 0 0
ERU #1, ERU #2, ERU #4, RTU #3 and RTU #4 Joist Reinforcing 1 LS 0 0 16287.91 16,288
0 0 0
07-50.100 ROOFING 0 0 0
Deck Replacement with metal decking & gypsum panels 1 LS 0 0 58661.12 58,661
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 150 SF 0.5 75 0.75 113 0
01-30.100 CONTINUOUS CLEAN-UP 224 MHR 0 25 5,600 0
01-30.400 DUMPSTERS 1 PULL 985 985 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 40 MHR 0 110 4,400 0
01-99.300 MANAGERIAL PROCESSING 40 MHR 0 95 3,800 0
01-99.500 AS-BUILT DRAWINGS 4 MHR 0 28.5 114 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 1 LS 150 150 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 1,260 14,027 74,949
Payroll Taxes & Insurance 4,954
Sales Tax (8.00%) 101
TOTALS 1,361 18,980 74,949
Subcontractor General Liability Insurance 5 65 255
Pollution Insurance 1 16 64
Builder's Risk Insurance Premium 2 30 118
Management Software 3 46 181
Subcontractor Default Insurance 17 243 959
EVERGREEN MARKUP 139 1,938 3,826
GRAND TOTAL $103,198
Authorizing Signature: date:
Page 1 of 1
Uzun+Case, LLC
1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
Georgia COA No. | PEF002101 Expiration | June 30, 2024
1
2
> No. > Description > Date
ISSUED TO DOE 03/15/2023
ISSUED FOR BID/PERMIT 04/20/2023
1 RFI #18 04/09/2024
2 UPCOMING REVISION TBD
> Seal
A
B
> Project
WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
SYSTEM REPLACEMENT
DCSD PROJECT #369-35
4120 CEDAR RIDGE TRAIL
STONE MOUNTAIN, GA 30083
♦
DEKALB COUNTY SCHOOL DISTRICT
> Sheet Title
GENERAL NOTES AND
OVERALL PLAN
Project No. | 23.004B
Date | 07/31/12
Designer |
Approved |
S1.01
1 OVERALL ROOF FRAMING PLAN
S1.01 SCALE: 1/16" = 1'-0" N
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
Uzun+Case, LLC
1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
Georgia COA No. | PEF002101 Expiration | June 30, 2024
> No. > Description > Date
ISSUED TO DOE 03/15/2023
ISSUED FOR BID/PERMIT 04/20/2023
1 UPCOMING REVISION TBD
M14x17.2
@ 5'-6"
ERU-5
(3,500 LBS)
EXISTING STRUCTURE
> Seal
W16x31 M14x17.2 W16x31
EXISTING JOISTS
W16x31
W8x10
W8x10
M6x4.4
@ 5'-6"
@ 5'-4"
W12x14 LO W12x14 LO
EXISTING STRUCTURE
W12x19
ERU-1 8 1
W14x22 LO
W14x22 LO
(3,000 LBS) S3.01
@ 5'-6"
M6x4.4
W14x22
EXISTING
STRUCTURE HI
@ 5'-6"
M6x4.4
W14x22
EXISTING JOISTS
W16x31
A
W14x22
@ 5'-4"
EXISTING STRUCTURE
W14x22 LO
W14x22 LO
B
W10x11.5 W8x10
(3,000 LBS)
W14x22
ERU-4
W12x14
10
S3.01
> Project
1 W10x11.5 W12x14 LO W12x14 LO W10x11.5
M10x11.5
W14x22
WOODRIDGE ELEMENTARY
@ 5'-6"
1
SCHOOL MAJOR BUILDING
W16x31
EXISTING JOISTS SYSTEM REPLACEMENT
W12x14
@ 5'-4"
T
DCSD PROJECT #369-35
IN
JO
N
ERU-6
O
SI
(3,000 LBS)
N
PA
4120 CEDAR RIDGE TRAIL
EX
W16x26 W16x26 W16x26 W12x14 W14x22 W14x22 W10x11.5 1"
STONE MOUNTAIN, GA 30083
W14x22
W12x14
♦
DEKALB COUNTY SCHOOL DISTRICT
1 ROOF - AREA A FRAMING PLAN > Sheet Title
S2.01 SCALE: 3/32" = 1'-0" N
NOTES: ROOF - AREA A FRAMING
1. HALFTONE LINEWORK AND ANNOTATIONS REPRESENT EXISTING STRUCTURE. MEMBER SIZES AND LOCATIONS ARE PLAN
BASED ON SITE OBSERVATIONS AND STRUCTURAL DRAWINGS BY MILTON PATE ASSOCIATES, INC., DATED NOV. 6, 1973.
2. IN ADDITION TO ANY SECTION AND DETAILS REFERENCED ON THIS PLAN, SEE ALL TYPICAL DETAILS.
Project No. | 23.004B
3. INDICATES APPROXIMATE ROOFTOP EQUIPMENT LOCATIONS AND DESIGN WEIGHT. COORDINATE EXACT
RTU LOCATION w/ MECHANICAL DRAWINGS. NOTIFY ARCHITECT AND ENGINEER IF WEIGHT OF SELECTED
(X,XXX LBS) EQUIPMENT EXCEEDS SPECIFIED DESIGN WEIGHT. COORDINATE OPENINGS BELOW WITH STRUCTURE TO Date | 03/06/23
AVOID EXISTING BEAMS AND JOISTS.
Designer |
Approved |
S2.01
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
Uzun+Case, LLC
1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
Georgia COA No. | PEF002101 Expiration | June 30, 2024
12
S3.01
> No. > Description > Date
2
x2
W
14
14
ISSUED TO DOE 03/15/2023
x2
W
2
ISSUED FOR BID/PERMIT 04/20/2023
1 UPCOMING REVISION TBD
11
0 0 -4
TS
S)
(1,0 RTU
T
LB
S3.01
IS
IN
JO
JO
-6 G
N
2
ERU-6
5' TIN
O
x2
SI
14
(3,000 LBS)
@ XIS
"
N
W
PA
E
EX
W16x26
2
W12x14 W14x22 W14x22 W10x11.5
x2
1"
W16x26 W16x26
14
W14x22
W
W12x14 W12x16.5 W14x22
0 L -3
)
BS
,40 U
( 1 RT
M14x17.2
M14x17.2
M14x17.2
M14x17.2
W14x26
@ 5'-6"
@ 5'-6"
W
18
M14x17.2
x3
EXISTING JOISTS
1
(3,000 LBS)
5
@ 5'-6"
LO
W16x31
W16x26
2
ERU-3
x2
W16x31
W16x26
14
@ 5'-6"
W
@ 5'-4"
EXISTING JOISTS
W14x22 W8x10
M14x17.2
W14x30
T
IN W8x10
M14x17.2
W14x22
JO
@ 5'-6"
M6x4.4
W10x11.5
N
O
@ 5'-6"
@ 6'-0"
SI
N
@ 5'-6"
M6x4.4
PA
W12x19
EXISTING STRUCTURE HI
EX
RTU-1
1"
W14x22
(1,000 LBS)
W14x22
W16x26 W16x26
W16x26
W16x31
M14x17.2
(3,000 LBS)
RTU-2
ERU-2
M6x4.4 (1,400 LBS)
W8x10
9 @ 5'-6"
W14x22 W14x22
S3.01
1
W
> Seal
M14x17.2
14
x2
M14x17.2
2
M14x17.2
LO
W16x26
@ 5'-6"
10
8x
W14x22
W
EXISTING STRUCTURE
LO
W16x31
W
M14x17.2
10
12 '-6
@
M14x17.2
W
8x
x1 "
5
14
4
W
x2
W8x10 LO
W8x10
W8x10
2
10
W10x11.5 W10x11.5
8x
W14x22 W14x22
W
W
8x
W
DOUBLE
14
10
1
x2
JOISTS EACH
2
EX 5
SIDE OF RTU
@
IS '-2"
TI
N
G
JO
9
0 0 -5
x1
S)
(1,4 RTU
IS
LB
12
5' 4.4
TS
W
"
@ 6x
-6
A
M
W
14
2
x2
x2
2
14
5
6.
W
x1
12
W
W
8x
B
10
> Project
1 ROOF - AREA B FRAMING PLAN WOODRIDGE ELEMENTARY
S2.02 SCALE: 3/32" = 1'-0" N
SCHOOL MAJOR BUILDING
NOTES:
1. HALFTONE LINEWORK AND ANNOTATIONS REPRESENT EXISTING STRUCTURE. MEMBER SIZES AND LOCATIONS ARE
SYSTEM REPLACEMENT
BASED ON SITE OBSERVATIONS AND STRUCTURAL DRAWINGS BY MILTON PATE ASSOCIATES, INC., DATED NOV. 6, 1973.
2. IN ADDITION TO ANY SECTION AND DETAILS REFERENCED ON THIS PLAN, SEE ALL TYPICAL DETAILS.
DCSD PROJECT #369-35
3. INDICATES APPROXIMATE ROOFTOP EQUIPMENT LOCATIONS AND DESIGN WEIGHT. COORDINATE EXACT
RTU LOCATION w/ MECHANICAL DRAWINGS. NOTIFY ARCHITECT AND ENGINEER IF WEIGHT OF SELECTED
(X,XXX LBS) EQUIPMENT EXCEEDS SPECIFIED DESIGN WEIGHT. COORDINATE OPENINGS BELOW WITH STRUCTURE TO 4120 CEDAR RIDGE TRAIL
AVOID EXISTING BEAMS AND JOISTS. STONE MOUNTAIN, GA 30083
♦
DEKALB COUNTY SCHOOL DISTRICT
> Sheet Title
ROOF - AREA B FRAMING
PLAN
Project No. | 23.004B
Date | 03/06/23
Designer |
Approved |
S2.02
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
3 SIDES
3/16
EXISTING BEAM FITTED STIFF. PL. 3/8",
OR JOIST EACH SIDE OF WEB
8'-1 1/2" 3/16
PROVIDE FRAME AROUND NOTE 1
PERIMETER OF UNIT PL. 1/2x8x1'-2" (GALV.)
TYP.
1'-0"
MC
MC
MC
MC
MC MC MC CURB BY MECHANICAL W8x31
RTU 4"
BEAM (GALV.), SEE PLAN
EXISTING BEAM
OR JOIST (2)-3/4"Øx8" EMBED.
5'-5 3/4"
NOTE 1
ANCHOR RODS (GALV.), 1-1/2" NON-SHRINK GROUT
MC
VERIFY w/ EVAP. COOLER MANUF.
SPACED AT 11" Uzun+Case, LLC
MC MC MC PL. 3/8x2x0'-4" DOUBLE HEAVY HEX NUTS 1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
CONNECTIONS 1/2" GAP 3 www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
W8x31 w/ STD. WASHER BETWEEN
4'-0"
S3.01 Georgia COA No. | PEF002101 Expiration | June 30, 2024
MC
MC
MC
MC
MAX. L7x4x1/2x0'-4"
P.
#4@12" EACH WAY,
TY
MC CENTERED IN WALL
EXISTING BEAM TYP. JOIST REINFORCING
OR JOIST AT EACH SUPPORT POINT,
TYP.
1'-0"
TYP. SEE 5/S3.01 FOR
FRAME ALL AROUND 3/16
ADD'L INFORMATION
6'-0" DECK OPENING
MAXIMUM 3#5 CONT.
AT BEAM AT JOIST
MIN.
1'-0"
NOTES:
1. COORDINATE EXACT DIMENSIONS AND CLEARANCES w/ ACTUAL UNIT PROVIDED. #5@12"
2
2. SEE MECH. AND ARCH. DRAWINGS FOR EVAPORATIVE COOLER LOCATION.
NOTES:
3" CLR.
1. 'MC' INDICATES MC6x15.3.
1'-0"
2. INDICATES MECHANICAL UNIT.
3. ALL DIMENSIONS TO BE COORDINATED WITH MECHANICAL AND
ARCHITECTURAL PRIOR TO FABRICATION.
4. VERIFY COMPETENCY AND CONDITION OF EXISTING POURED 3" CLR.
GYPSUM ROOF DECK PRIOR TO RTU AND CURB INSTALLATION AND TYP.
NOTIFY ARCHITECT/ENGINEER OF DEFICIENT CONDITIONS. 1'-2" 8" 1'-2"
> No. > Description > Date
1 TYPICAL RTU FRAME 2 PLAN AT EVAPORATIVE COOLER 3 SECTION AT EVAPORATIVE COOLER SUPPORT ISSUED TO DOE 03/15/2023
ISSUED FOR BID/PERMIT 04/20/2023
S3.01 SCALE: 3/4" = 1'-0" S3.01 SCALE: 1/4" = 1'-0" S3.01 1 RFI #18 04/09/2024
2 UPCOMING REVISION TBD
1
1" MIN.
EXISTING POURED GYP. ROOF DECK TO REMAIN EXISTING TRUSS WHERE INDICATED, PROVIDE
TEE TO REMAIN L2x2x3/16, EACH SIDE OF EXIST.
EXISTING TRUSS TEE TO REMAIN
WEB MEMBER, CUT TO FIT AS
ATTACH DECK TO
LOCALLY SLOT NEW DECK REQ'D
CLOSURE PL. AND (2) L2x2x3/16 FROM POINT OF
AROUND STEM OF EXISTING CLOSURE PL. TO
TRUSS TEE TO REMAIN 100 LBS ≤ P ≤ 500 LBS CONCENTRATED LOAD TO
TRUSS TEE PER 3 SIDES,
≥ 4" NEAREST PANEL POINT AT
GENERAL NOTES EA. ANGLE, EXISTING JOIST CHORD
OPPOSITE CHORD 1/8
SOLID ROUND (GR. 50) EACH END
1" OVERLAP
CHORD REINFORCEMENT
EXIST. ROOF
TO EDGE OF
DIAGONAL CONDITIONS
WHERE EXISTING ROOF TO BE
JOIST CHORD REMOVED AND REPLACED, PROVIDE
16 GA. CLOSURE
1-1/2" TYPE 'B' STEEL ROOF DECK,
22 GA MIN. (GALV.), ATTACH TO
PL. AS REQ'D AT SPLICES
FRAMING PER GENERAL NOTES
≥ 4"
ONE LOW PANEL POINT OF TRUSS TYP.
TEE TO REMAIN BEYOND END OF 1/8 1 1/2"
100 LBS ≤ P ≤ 500 LBS
EXISTING JOIST OR BEAM
1" MIN.
SOLID ROUND (GR. 50) TYP. WHERE INDICATED, PROVIDE
(1/8) 3-12
AT EDGE PARALLEL TO AT EDGE PARALLEL CHORD REINFORCEMENT, TYP. L2x2x3/16, EACH SIDE OF
JOIST, FROM BOTTOM PANEL
INFILL JOISTS OR BEAMS EXIST. TRUSS TEES POINT TO TOP CHORD
EXIST. JOIST CHORD 3 SIDES,
NOTES: EA. ANGLE, EXISTING JOIST CHORD
1. AT AREAS OF DAMAGED DECK TO BE REMOVED AND EACH END 1/8
REPLACED, REMOVE EXISTING ROOF FULL LENGTH
BETWEEN JOISTS AND FULL WIDTH BETWEEN TRUSS TEES. VERTICAL CONDITIONS
TYPICAL STEEL JOIST
4 TYP. SECTION AT ROOF DECK REPLACEMENT 5 REINF FOR CONCENTRATED LOADS 6 TYPICAL DETAIL AT CHORD REINFORCEMENT 7 TYPICAL DETAIL AT WEB REINFORCEMENT > Seal
S3.01 S3.01 S3.01 S3.01
WEB REINF., TYP. WEB REINF. 4 PLACES WEB REINF. 4 PLACES
SEE 7/S3.01 FOR WEB REINF.,
SEE 7/S3.01 FOR SEE 7/S3.01 FOR
SEE 7/S3.01 FOR
ADD'L INFORMATION ADD'L INFORMATION ADD'L INFORMATION
ADD'L INFORMATION
WEB REINF.,
SEE 7/S3.01 FOR 3/8"Øx16'-0" (GR. 50) SOILD ROUND CHORD REINF.,
CENTERED ON JOIST BOTTOM CHORD,
ADD'L INFORMATION
SEE 6/S3.01 FOR ADD'L INFORMATION
NOTES: NOTES:
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT 1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT NOTES:
FRAME BELOW THE ROOFTOP EQUIPMENT. FRAME BELOW THE ROOFTOP EQUIPMENT. 1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. FRAME BELOW THE ROOFTOP EQUIPMENT.
2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT.
8 ELEVATION AT JOIST REINF. BELOW ERU-1 9 ELEVATION AT JOIST REINF. BELOW ERU-2 10 ELEVATION AT JOIST REINF. BELOW ERU-4
S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0"
WEB REINF., TYP. WEB REINF., TYP.
SEE 7/S3.01 FOR SEE 7/S3.01 FOR
ADD'L INFORMATION ADD'L INFORMATION
> Project
WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
NOTES: NOTES:
SYSTEM REPLACEMENT
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
FRAME BELOW THE ROOFTOP EQUIPMENT.
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
FRAME BELOW THE ROOFTOP EQUIPMENT. DCSD PROJECT #369-35
2 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT.
4120 CEDAR RIDGE TRAIL
11 ELEVATION AT JOIST REINF. BELOW RTU-3 12 ELEVATION AT JOIST REINF. BELOW RTU-4 STONE MOUNTAIN, GA 30083
S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0" ♦
DEKALB COUNTY SCHOOL DISTRICT
> Sheet Title
SECTIONS AND DETAILS
Project No. | 23.004B
Date | 03/06/23
Designer |
Approved |
S3.01
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
Connor Smith
From: Stephen Richards <srichards@uzuncase.com>
Sent: Friday, June 28, 2024 5:12 PM
To: Connor Smith
Cc: Brian Mitchell; Jeff Milheizler; Steve Hall; Michaela Ray
Subject: RE: Woodridge ES - Failed Decking
Connor,
I agree that industry practice recommends, and our general notes require, to install over 3 spans where possible.
We take no exceptions to installing single and double spans, provided that the maximum deck span does not
exceed to Steel Deck Institute’s maximum construction span lengths listed below. I’m optimistic that this will
hopefully accomplish your goal of minimizing disturbance to the existing roof and as well as minimizing any
required miscellaneous steel.
If the existing conditions exceed the single/double spans lengths provided, then it is acceptable to provide
secondary support for the deck; however, it should not be attached to the existing bulb tees. An angle frame,
similar to 1/S3.01 except comprised wholly of L3x3x1/4 angles, can be used to provide an intermediate support for
the deck between joists/beams.
Maximum deck spans:
• Single Span (2 end supports) : 5’-7” max. between supports
• Double Span (2 end supports, 1 central support): 6’-11” max. between supports
Let us know if you have any questions or want to hop on a quick call to discuss further.
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
From: Connor Smith <csmith@evergreencorp.com>
Sent: Friday, June 28, 2024 4:48 PM
To: Stephen Richards <srichards@uzuncase.com>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Jeff Milheizler <jmilheizler@uzuncase.com>; Steve Hall
<shall@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
Good a ernoon. Our roofer forgot to ask one ques on yesterday on our call.
On the call you men oned you wanted us to span 3 joists with the new decking (industry standard), however, if we were
to install a piece of 3”x3” x ¼” angle iron in the middle of one panel could that count as 3 joists?
1
This would allow us to only remove one panel when needed and not have to remove a good panel.
Now that we have go en into this replacement, we are finding that the more we remove the more the exis ng
compromised. This method with the angle iron would save us me and the owner money.
Attached is a quick shop drawing. We would attach to the bulb tees in the middle of the panel.
Let me know if he has any questions or if this is acceptable.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Connor Smith
Sent: Thursday, June 27, 2024 3:30 PM
To: Stephen Richards <srichards@uzuncase.com>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Jeff Milheizler <jmilheizler@uzuncase.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
Good a ernoon. Just le you a voicemail. My roofer has a few ques ons he would like to run by you regarding the
patching of the roof decking around the flat roof areas now that they have started. If you could give me a call back on
my cell phone (404) 992-4756 we can just a quick 3 way call.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Stephen Richards <srichards@uzuncase.com>
Sent: Monday, June 24, 2024 6:08 PM
To: Connor Smith <csmith@evergreencorp.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Connor,
2
Thanks to you and your team for the call this afternoon. We agree that based on your contractor’s experience, and
from what we were able to find about the performance of this historic system, it is prudent to restrain the end of
the welded fire fabric (WWF) to remain.
We propose to secure the WWF to the new roof deck with #10 self-tapping screws at 12” max. The screws should
be located just inside of the last cross wire (parallel to deck span).
Attached, please find an updated progress print (that is the only update), and let us know if you have any
questions.
Updated portion of detail:
Screw located inside of last cross-wire to remain.
3
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
From: Connor Smith <csmith@evergreencorp.com>
Sent: Monday, June 24, 2024 2:59 PM
To: Stephen Richards <srichards@uzuncase.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
See attached highlighted on page 3 for what we could find on the existing gypsum wire meshing.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
4
From: Connor Smith
Sent: Monday, June 24, 2024 2:09 PM
To: Stephen Richards <srichards@uzuncase.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
Thanks for your me on the call. As discussed, when you have the chance, can you please let me know if cu ng the wire
inside the gypsum and not e it in is acceptable.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Stephen Richards <srichards@uzuncase.com>
Sent: Monday, June 24, 2024 1:17 PM
To: Connor Smith <csmith@evergreencorp.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Hey Connor,
Sorry I missed your call earlier, but I just left you a voicemail. I’m available before 2pm today, after 4pm today, and
after 3:30pm tomorrow.
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
From: Connor Smith <csmith@evergreencorp.com>
Sent: Monday, June 24, 2024 1:14 PM
To: Stephen Richards <srichards@uzuncase.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
5
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
My roofing contractor has a few ques ons he would like to discuss on a quick call per these Woodridge structural
drawings issued Saturday. I would also like my strcutual steel contractor to be a part of this call as well.
Do you have availability tomorrow at 11:00 AM?
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Stephen Richards <srichards@uzuncase.com>
Sent: Saturday, June 22, 2024 7:01 AM
To: Connor Smith <csmith@evergreencorp.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Connor and Brian,
Attached, please find a progress print of the Woodridge structural set. These drawings include a new typical deck
replacement detail that can be used for installation of metal roof decking at areas of where the existing poured
gypsum roof has failed or is showing distress.
Additionally, we have completed our study of the existing joists based on a series of local field mappings we
performed where joists were determined to be present instead of the beams which were shown in the original
building drawings provided. Please note that there are 5 locations where the existing joists require reinforcing to
support the rooftop loads. The remaining locations without reinforcing shown were determined to be su icient
without reinforcing.
These drawings do not incorporate any feedback or recommendations about the cafeteria roof and its roof panel
system. We are still awaiting feedback from NOVA’s visit on Friday.
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
6
From: Connor Smith <csmith@evergreencorp.com>
Sent: Thursday, June 20, 2024 1:22 PM
To: Brian Mitchell <brianmitchell@coopercarry.com>; Stephen Richards <srichards@uzuncase.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
You don't often get email from csmith@evergreencorp.com. Learn why this is important
Brian & Stephen,
Good a ernoon. Yesterday we had our roofing contractor perform additional exploratory work (roof cores), see
attached markup of our findings.
With the core samples taken, it was found that approximately 20% of the decking materials across the roof which
we have not disturbed yet, is failing or that somewhere around 80% of the gypsum deck appears to be suitable as a
substrate for the roofing system.
This is a little bit of a speculation at this point based on the core samples taken but the takeaway would be that not
a 100% of the gypsum decking material appear to be failing from what we can determine.
DCSD has reviewed this and based on the 80% of the gypsum decking appearing to be suitable, DCSD would like to
proceed with the patching of the roof decking where needed.
Can you please send over all the applicable details and materials necessary to complete this work around the flat areas
of roof so we can put together our proposal?
Please let me know if you have any ques ons.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Connor Smith
Sent: Thursday, June 20, 2024 9:55 AM
To: Brian Mitchell <brianmitchell@coopercarry.com>; Stephen Richards <srichards@uzuncase.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Steve Hall <shall@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Bill McCorkle
<bmccorkle@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>; Paul Rozelle <prozelle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
Stephen,
7
Good morning. We have talked to DeKalb this morning to see which direc on they ul mately want to procced in
whether that is par al patching or complete replacement around the flat roof areas of the media center. We are wai ng
for their input.
In the mean me, I wanted to see if we could go ahead and get some design details on these scopes of work so we can
review and discuss with our subcontractors for any necessary rework, pricing, and addi onal materials. This would help
us be as proac ve as possible on this urgent ma er.
Of course I would love all this informa on at once but I know that may not be realis c so below I have put together a
quick priority list of what we see is the cri cal path for these items.
1. Reinforcing joist details for roo op units
2. Flat roof patching a achment informa on / typical details
3. Cafeteria details
For the cafeteria, I know Brian Mitchell is supposed to be mee ng a 3rd party enginner with Nova tomorrow around
noon that has some experience with these exis ng panels but if you can get anything back to us from Noah and Thomas
observa ons reviews on Tuesday that would be greatly appreciated.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Thursday, June 20, 2024 8:48 AM
To: Connor Smith <csmith@evergreencorp.com>
Cc: Michaela Ray <mray@evergreencorp.com>
Subject: FW: Woodridge ES - Failed Decking
Connor,
See Stephens response to your ques ons below.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
8
From: Stephen Richards <srichards@uzuncase.com>
Sent: Wednesday, June 19, 2024 5:15 PM
To: Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Jeff Milheizler <jmilheizler@uzuncase.com>
Subject: RE: Woodridge ES - Failed Decking
Brian,
Regarding Conners email, I wanted to send you some notes for each of his questions:
• Do we know if we need to replace all the flat roof areas around the media center with Gr. 80 1-1/2” Type ‘B’
steel roof deck, 22 GA min. galv. (G60)?
o Our team did observe areas of failed decking around the flat roof of the media center, as Evergreen
noted. Our previous recommenda on of replacing areas of failed decking with the specified metal
decking s ll hold true, and due to the nature of the exis ng roof, this would include replacing an area
around the failure (to the next adjacent joist/beams on each end). If the sum of the damaged areas
represents a substan al enough por on of the whole roof structure that the owner wants to proceed
with replacing the flat roof area, then we can support that; however, ul mately that’s not a decision we
can make.
• Do we know if we need to provide some remedial bracing of joists for new roo op HVAC equipment?
o We have begun our assessment. Part of that assessment is reaching out to the Steel Joist Ins tute to see
if they can provide us with joist designa ons based on the informa on we have collected. We have not
heard back yet; however, we are also proceeding a more detailed analysis that does not require that
informa on. This will allow us to provide results and any required remedia ons to the construc on
team as soon as possible. I expect this may take us to at least the end of this week. If we can send any
par al informa on or results early, then we will do that.
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, June 19, 2024 5:03 PM
To: Stephen Richards <srichards@uzuncase.com>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Steve Hall <shall@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Tyler Mathewson
<tmathewson@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>; Rykard Walworth
<rwalworth@evergreencorp.com>; Bill McCorkle <bmccorkle@evergreencorp.com>; Ryan Fernandez (Operations)
<C09121602@dekalbschoolsga.org>; Jeff Milheizler <jmilheizler@uzuncase.com>; Noah Daunch
<ndaunch@uzuncase.com>; Thomas Vandiver <tvandiver@uzuncase.com>
Subject: RE: Woodridge ES - Failed Decking
You don't often get email from csmith@evergreencorp.com. Learn why this is important
Stephen & Brian,
9
Good a ernoon. Wanted to follow up to see if there were any updates on the visit at Woodridge ES yesterday to inspect
the failed decking surround the media center areas and in the cafeteria? Also to review the exis ng structure for new
member sizes for the new RTU equipment since the exis ng condi ons differs from the original plans relied on.
Do we know if we need to replace all the flat roof areas around the media center with Gr. 80 1-1/2” Type ‘B’ steel roof
deck, 22 GA min. galv. (G60)?
Do we know if we need to provide some remedial bracing of joists for new roo op HVAC equipment?
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Stephen Richards <srichards@uzuncase.com>
Sent: Monday, June 17, 2024 6:00 PM
To: Brian Mitchell <brianmitchell@coopercarry.com>; Connor Smith <csmith@evergreencorp.com>; Ryan Fernandez
(Operations) <C09121602@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Tyler Mathewson
<tmathewson@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>; Rykard Walworth
<rwalworth@evergreencorp.com>; Bill McCorkle <bmccorkle@evergreencorp.com>; Jeff Milheizler
<jmilheizler@uzuncase.com>; Noah Daunch <ndaunch@uzuncase.com>; Thomas Vandiver <tvandiver@uzuncase.com>
Subject: RE: Woodridge ES - Failed Decking
Thanks Brian,
Noah and Thomas from our o ice will be on site tomorrow morning and should arrive between 9:45 and 10am. As
you noted, at our site visit on Friday we discovered some of existing conditions where the structure di ered from
as shown on the available structural drawings. Our team will be mapping local portions of the existing structure so
that we can verify adequate support of the new RTUs. If the construction team has a lift or ladder on site they can
use to access the structure, it would be greatly appreciated. They will call Je rey when they arrive on site.
Regarding the existing flat roof structure around the Media Center: if the existing poured gypsum roof were to be
replaced, Gr. 80 1-1/2” Type ‘B’ steel roof deck, 22 GA min. galv. (G60), can be used. If the team decides to
proceed this direction, we can provide attachment information and typical details that can be used.
For the roof at the cafeteria, we did reach out to a forensic group but will also provide a replacement option after
we gather some additional information tomorrow.
Let us know if you have any questions.
Thanks,
Stephen Richards, PE, SE
Senior Associate
678.553.5249 [d]
www.uzuncase.com
10
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Monday, June 17, 2024 4:19 PM
To: Connor Smith <csmith@evergreencorp.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Tyler Mathewson
<tmathewson@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>; Stephen Richards
<srichards@uzuncase.com>; Rykard Walworth <rwalworth@evergreencorp.com>; Bill McCorkle
<bmccorkle@evergreencorp.com>
Subject: RE: Woodridge ES - Failed Decking
I have already spoken to the structural engineer, and they are working on the decking for both the area around the
media center and cafeteria. At this point we have been unable to find anybody knowledgeable about the gypsum panels
over the media center and given the lack of informa on we are leaning toward recommending replacement of the
panels with steel decking. Structural will be sending over some informa on on the decking sizing and placement in the
next day or so. They will also be sending a small team to inves gate the exis ng structure as it differs from the original
plans, we relied upon for member sizing for the new RTU’s, depending on what is found there may be some remedial
bracing of the joists required. I have asked them to include the areas in blue in their inves ga on just in case we find
damage beyond what appears to be in limited areas. As of now it looks like the best course of ac on is to replace the
exis ng decking around the media center with new metal decking to provide a safe substrate for the new roofing. I will
know more once the structural engineer has finished his site work.
We will be sending out small packets of informa on on how to handle these areas as they are developed to keep the job
moving forward. They will then all be rolled into a bulle n, so it all becomes part of the project record.
Let me know if you have any ques ons.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Monday, June 17, 2024 3:40 PM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Steve Hall <shall@evergreencorp.com>; Mark Thames <mthames@evergreencorp.com>; Tyler Mathewson
<tmathewson@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>; Rykard Walworth
<rwalworth@evergreencorp.com>; Bill McCorkle <bmccorkle@evergreencorp.com>
Subject: Woodridge ES - Failed Decking
11
Brian,
Good afternoon. I tried calling and left a voicemail. We really need some help on this existing Woodridge ES roof deck
situation. Have you heard anything from Uzun + Case on their suggestions for replacing based on their site visit this past
Friday?
This all originally started in the cafeteria, but it has now expanded into further areas which is causing a lot of unsafe
working conditions and is concerning us that we will not be able to complete the project on time for kids returning
beginning of August.
See attached roof progress report where now the roof is failing and caving around the surrounding areas of the media
center and there are still some “TBD” areas that we are still investigating as we progress with demoing the existing roof.
Please let me know if you have any questions or what the next steps are for this. Do we all need to meet onsite to
review?
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
12
Change Order Request# 2
DATE: 26-Jun-24
JOB # 2406
JOB NAME: Woodridge ES
ATTN: Connor Smith GC: Evergreen Construction
RE: Joist reinforcement
TAXABLE ITEMS
1 2,331 LBS @ $1.00 /LB $2,331.00
Material list attached $0.00
$0.00
$0.00
$0.00
These changes will INCREASE The schedule by 0 Days
2 SHOP LABOR 0 HRS @ $85.00 /HR $0.00
3 FREIGHT $500.00
DETAILING $540.00
4 10% PROFIT $337.10
5 10% OVERHEAD $337.10
(IF P&O ARE COMBINED, ONLY ENTER ONE)
6 SUBTOTAL $4,045.20
7 6.00% SALES TAX (IF APPLICABLE)
$242.71
8 TAXABLE SUBTOTAL $4,287.91
NON-TAXABLE ITEMS
9 Supervisor 45 HRS @ $85.00 /HR $3,825.00
ERECTION
OTHER 95 HRS @ $65.00 /HR $6,175.00
10 EQUIPMENT/PER DIEM $0.00
11 SUBTOTAL $10,000.00
12 10% PROFIT $1,000.00
(IF P&O ARE COMBINED, ONLY ENTER ONE)
13 10% OVERHEAD $1,000.00
14 NON-TAXABLE SUBTOTAL $12,000.00
15 CHANGE ORDER TOTAL $16,287.91
*NOTE: THIS CHANGE ORDER BECOMES PART OF AND IN CONFORMANCE WITH THE EXISTING CONTRACT. WORK WILL NOT
PROCEED UNTIL CHANGE ORDER HAS BEEN SIGNED.
BY: Ben Dotson- PM ORIGINAL: TAMMY KING, ACCOUNTING
CC: KELLI SMITH WEAVER, CEO
Accepted- The above prices and specification of this change order are satisfactory and are hereby accepted. All work to be
performed under same terms and conditions as specified in original contract unless otherwise stipulated.
BY: DATE OF ACCEPTENCE:
AUTHORIZED SIGNATURE OF CONTRACTOR
Structural & Miscellaneous Steel • Bar Joists
Metal Decking • Steel Erection
Additional Work Approval Request BLANCO STEEL SERVICES
Change Order
Project 2406_Woodridge ES Job No.# 2406
Customer SIW CO Request# 2
Attention CO#2 Submitted On 26-Jun-24
Source Of Change
PER DESIGN CHANGES RECEIVED ON 25-JUNE-2024.
General Description of Change
NEWLY ADDED STEELS PER DESIGN CHANGES RECEIVED ON 25-JUNE-2024.
1.About (700 LF) of L2X2X3/16 Joist reinforcing angles are added per section-1, 8, 9, 10, 11, 12/S3.01.
2. (95) ~ Quantities of L7x4x1/2 seat angles are added per section 1/S3.01.
3. About (150 LF) of 3/8” Diameter reinforcing rod are newly added per section 10/S3.01.
Newly added Erection sheet: - E104 E105 E106.
Newly detailed Assemblies are: - (35) ~105A1 (95) ~105A2 (5) ~106R1.
Time of Revision Hours Number of Assembly Affected/Added Number of Sheets Affected
Job Study 1 ANGLES 130 Detail Sheets 2
Modeling 3 ROD 5 Erection Sheets 3
Connections - Gather Sheets -
Detailing 2 Field work dwgs -
Erection Views 4
Checking 2
Additional Hours 12 Extra Cost $540
Prepared By Accepted By
Customer CO# 2
Note: The detailer should not proceed with changes untill this form is signed and returned.
For urgent and/or unusual circumstances requiring immediate detailing changes, contact the Project Manager.
Uzun+Case, LLC
1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
Georgia COA No. | PEF002101 Expiration | June 30, 2024
> No. > Description > Date
ISSUED TO DOE 03/15/2023
ISSUED FOR BID/PERMIT 04/20/2023
1 UPCOMING REVISION TBD
M14x17.2
@ 5'-6"
ERU-5
(3,500 LBS)
EXISTING STRUCTURE
> Seal
W16x31 M14x17.2 W16x31
EXISTING JOISTS
W16x31
W8x10
W8x10
M6x4.4
@ 5'-6"
@ 5'-4"
W12x14 LO W12x14 LO
EXISTING STRUCTURE
W12x19
ERU-1 8 1
W14x22 LO
W14x22 LO
(3,000 LBS) S3.01
@ 5'-6"
M6x4.4
W14x22
EXISTING
STRUCTURE HI
@ 5'-6"
M6x4.4
W14x22
EXISTING JOISTS
W16x31
A
W14x22
@ 5'-4"
EXISTING STRUCTURE
W14x22 LO
W14x22 LO
B
W10x11.5 W8x10
(3,000 LBS)
W14x22
ERU-4
W12x14
10
S3.01
> Project
1 W10x11.5 W12x14 LO W12x14 LO W10x11.5
M10x11.5
W14x22
WOODRIDGE ELEMENTARY
@ 5'-6"
1
SCHOOL MAJOR BUILDING
W16x31
EXISTING JOISTS SYSTEM REPLACEMENT
W12x14
@ 5'-4"
T
DCSD PROJECT #369-35
IN
JO
N
ERU-6
O
SI
(3,000 LBS)
N
PA
4120 CEDAR RIDGE TRAIL
EX
W16x26 W16x26 W16x26 W12x14 W14x22 W14x22 W10x11.5 1"
STONE MOUNTAIN, GA 30083
W14x22
W12x14
♦
DEKALB COUNTY SCHOOL DISTRICT
1 ROOF - AREA A FRAMING PLAN > Sheet Title
S2.01 SCALE: 3/32" = 1'-0" N
NOTES: ROOF - AREA A FRAMING
1. HALFTONE LINEWORK AND ANNOTATIONS REPRESENT EXISTING STRUCTURE. MEMBER SIZES AND LOCATIONS ARE PLAN
BASED ON SITE OBSERVATIONS AND STRUCTURAL DRAWINGS BY MILTON PATE ASSOCIATES, INC., DATED NOV. 6, 1973.
2. IN ADDITION TO ANY SECTION AND DETAILS REFERENCED ON THIS PLAN, SEE ALL TYPICAL DETAILS.
Project No. | 23.004B
3. INDICATES APPROXIMATE ROOFTOP EQUIPMENT LOCATIONS AND DESIGN WEIGHT. COORDINATE EXACT
RTU LOCATION w/ MECHANICAL DRAWINGS. NOTIFY ARCHITECT AND ENGINEER IF WEIGHT OF SELECTED
(X,XXX LBS) EQUIPMENT EXCEEDS SPECIFIED DESIGN WEIGHT. COORDINATE OPENINGS BELOW WITH STRUCTURE TO Date | 03/06/23
AVOID EXISTING BEAMS AND JOISTS.
Designer |
Approved |
S2.01
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
Uzun+Case, LLC
1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
Georgia COA No. | PEF002101 Expiration | June 30, 2024
12
S3.01
> No. > Description > Date
2
x2
W
14
14
ISSUED TO DOE 03/15/2023
x2
W
2
ISSUED FOR BID/PERMIT 04/20/2023
1 UPCOMING REVISION TBD
11
0 0 -4
TS
S)
(1,0 RTU
T
LB
S3.01
IS
IN
JO
JO
-6 G
N
2
ERU-6
5' TIN
O
x2
SI
14
(3,000 LBS)
@ XIS
"
N
W
PA
E
EX
W16x26
2
W12x14 W14x22 W14x22 W10x11.5
x2
1"
W16x26 W16x26
14
W14x22
W
W12x14 W12x16.5 W14x22
0 L -3
)
BS
,40 U
( 1 RT
M14x17.2
M14x17.2
M14x17.2
M14x17.2
W14x26
@ 5'-6"
@ 5'-6"
W
18
M14x17.2
x3
EXISTING JOISTS
1
(3,000 LBS)
5
@ 5'-6"
LO
W16x31
W16x26
2
ERU-3
x2
W16x31
W16x26
14
@ 5'-6"
W
@ 5'-4"
EXISTING JOISTS
W14x22 W8x10
M14x17.2
W14x30
T
IN W8x10
M14x17.2
W14x22
JO
@ 5'-6"
M6x4.4
W10x11.5
N
O
@ 5'-6"
@ 6'-0"
SI
N
@ 5'-6"
M6x4.4
PA
W12x19
EXISTING STRUCTURE HI
EX
RTU-1
1"
W14x22
(1,000 LBS)
W14x22
W16x26 W16x26
W16x26
W16x31
M14x17.2
(3,000 LBS)
RTU-2
ERU-2
M6x4.4 (1,400 LBS)
W8x10
9 @ 5'-6"
W14x22 W14x22
S3.01
1
W
> Seal
M14x17.2
14
x2
M14x17.2
2
M14x17.2
LO
W16x26
@ 5'-6"
10
8x
W14x22
W
EXISTING STRUCTURE
LO
W16x31
W
M14x17.2
10
12 '-6
@
M14x17.2
W
8x
x1 "
5
14
4
W
x2
W8x10 LO
W8x10
W8x10
2
10
W10x11.5 W10x11.5
8x
W14x22 W14x22
W
W
8x
W
DOUBLE
14
10
1
x2
JOISTS EACH
2
EX 5
SIDE OF RTU
@
IS '-2"
TI
N
G
JO
9
0 0 -5
x1
S)
(1,4 RTU
IS
LB
12
5' 4.4
TS
W
"
@ 6x
-6
A
M
W
14
2
x2
x2
2
14
5
6.
W
x1
12
W
W
8x
B
10
> Project
1 ROOF - AREA B FRAMING PLAN WOODRIDGE ELEMENTARY
S2.02 SCALE: 3/32" = 1'-0" N
SCHOOL MAJOR BUILDING
NOTES:
1. HALFTONE LINEWORK AND ANNOTATIONS REPRESENT EXISTING STRUCTURE. MEMBER SIZES AND LOCATIONS ARE
SYSTEM REPLACEMENT
BASED ON SITE OBSERVATIONS AND STRUCTURAL DRAWINGS BY MILTON PATE ASSOCIATES, INC., DATED NOV. 6, 1973.
2. IN ADDITION TO ANY SECTION AND DETAILS REFERENCED ON THIS PLAN, SEE ALL TYPICAL DETAILS.
DCSD PROJECT #369-35
3. INDICATES APPROXIMATE ROOFTOP EQUIPMENT LOCATIONS AND DESIGN WEIGHT. COORDINATE EXACT
RTU LOCATION w/ MECHANICAL DRAWINGS. NOTIFY ARCHITECT AND ENGINEER IF WEIGHT OF SELECTED
(X,XXX LBS) EQUIPMENT EXCEEDS SPECIFIED DESIGN WEIGHT. COORDINATE OPENINGS BELOW WITH STRUCTURE TO 4120 CEDAR RIDGE TRAIL
AVOID EXISTING BEAMS AND JOISTS. STONE MOUNTAIN, GA 30083
♦
DEKALB COUNTY SCHOOL DISTRICT
> Sheet Title
ROOF - AREA B FRAMING
PLAN
Project No. | 23.004B
Date | 03/06/23
Designer |
Approved |
S2.02
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
3 SIDES
3/16
EXISTING BEAM FITTED STIFF. PL. 3/8",
OR JOIST EACH SIDE OF WEB
8'-1 1/2" 3/16
PROVIDE FRAME AROUND NOTE 1
PERIMETER OF UNIT PL. 1/2x8x1'-2" (GALV.)
TYP.
1'-0"
MC
MC
MC
MC
MC MC MC CURB BY MECHANICAL W8x31
RTU 4"
BEAM (GALV.), SEE PLAN
EXISTING BEAM
OR JOIST (2)-3/4"Øx8" EMBED.
5'-5 3/4"
NOTE 1
ANCHOR RODS (GALV.), 1-1/2" NON-SHRINK GROUT
MC
VERIFY w/ EVAP. COOLER MANUF.
SPACED AT 11" Uzun+Case, LLC
MC MC MC PL. 3/8x2x0'-4" DOUBLE HEAVY HEX NUTS 1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309
CONNECTIONS 1/2" GAP 3 www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270
W8x31 w/ STD. WASHER BETWEEN
4'-0"
S3.01 Georgia COA No. | PEF002101 Expiration | June 30, 2024
MC
MC
MC
MC
MAX. L7x4x1/2x0'-4"
P.
#4@12" EACH WAY,
TY
MC CENTERED IN WALL
EXISTING BEAM TYP. JOIST REINFORCING
OR JOIST AT EACH SUPPORT POINT,
TYP.
1'-0"
TYP. SEE 5/S3.01 FOR
FRAME ALL AROUND 3/16
ADD'L INFORMATION
6'-0" DECK OPENING
MAXIMUM 3#5 CONT.
AT BEAM AT JOIST
MIN.
1'-0"
NOTES:
1. COORDINATE EXACT DIMENSIONS AND CLEARANCES w/ ACTUAL UNIT PROVIDED. #5@12"
2
2. SEE MECH. AND ARCH. DRAWINGS FOR EVAPORATIVE COOLER LOCATION.
NOTES:
3" CLR.
1. 'MC' INDICATES MC6x15.3.
NEWLY ADDED STEELS.
1'-0"
2. INDICATES MECHANICAL UNIT.
3. ALL DIMENSIONS TO BE COORDINATED WITH MECHANICAL AND
ARCHITECTURAL PRIOR TO FABRICATION.
4. VERIFY COMPETENCY AND CONDITION OF EXISTING POURED 3" CLR.
GYPSUM ROOF DECK PRIOR TO RTU AND CURB INSTALLATION AND TYP.
NOTIFY ARCHITECT/ENGINEER OF DEFICIENT CONDITIONS. 1'-2" 8" 1'-2"
> No. > Description > Date
1 TYPICAL RTU FRAME 2 PLAN AT EVAPORATIVE COOLER 3 SECTION AT EVAPORATIVE COOLER SUPPORT ISSUED TO DOE 03/15/2023
ISSUED FOR BID/PERMIT 04/20/2023
S3.01 SCALE: 3/4" = 1'-0" S3.01 SCALE: 1/4" = 1'-0" S3.01 1 RFI #18 04/09/2024
2 UPCOMING REVISION TBD
1
1" MIN.
EXISTING POURED GYP. ROOF DECK TO REMAIN EXISTING TRUSS WHERE INDICATED, PROVIDE
TEE TO REMAIN L2x2x3/16, EACH SIDE OF EXIST.
EXISTING TRUSS TEE TO REMAIN
WEB MEMBER, CUT TO FIT AS
ATTACH DECK TO
LOCALLY SLOT NEW DECK REQ'D
CLOSURE PL. AND (2) L2x2x3/16 FROM POINT OF
AROUND STEM OF EXISTING CLOSURE PL. TO
TRUSS TEE TO REMAIN 100 LBS ≤ P ≤ 500 LBS CONCENTRATED LOAD TO
TRUSS TEE PER 3 SIDES,
≥ 4" NEAREST PANEL POINT AT
GENERAL NOTES EA. ANGLE, EXISTING JOIST CHORD
OPPOSITE CHORD 1/8
SOLID ROUND (GR. 50) EACH END
1" OVERLAP
CHORD REINFORCEMENT
EXIST. ROOF
TO EDGE OF
DIAGONAL CONDITIONS
WHERE EXISTING ROOF TO BE
JOIST CHORD REMOVED AND REPLACED, PROVIDE
16 GA. CLOSURE
1-1/2" TYPE 'B' STEEL ROOF DECK,
22 GA MIN. (GALV.), ATTACH TO
PL. AS REQ'D AT SPLICES
FRAMING PER GENERAL NOTES
≥ 4"
ONE LOW PANEL POINT OF TRUSS TYP.
TEE TO REMAIN BEYOND END OF 1/8 1 1/2"
100 LBS ≤ P ≤ 500 LBS
EXISTING JOIST OR BEAM
1" MIN.
SOLID ROUND (GR. 50) TYP. WHERE INDICATED, PROVIDE
(1/8) 3-12
AT EDGE PARALLEL TO AT EDGE PARALLEL CHORD REINFORCEMENT, TYP. L2x2x3/16, EACH SIDE OF
JOIST, FROM BOTTOM PANEL
INFILL JOISTS OR BEAMS EXIST. TRUSS TEES POINT TO TOP CHORD
EXIST. JOIST CHORD 3 SIDES,
NOTES: EA. ANGLE, EXISTING JOIST CHORD
1. AT AREAS OF DAMAGED DECK TO BE REMOVED AND EACH END 1/8
REPLACED, REMOVE EXISTING ROOF FULL LENGTH
BETWEEN JOISTS AND FULL WIDTH BETWEEN TRUSS TEES. VERTICAL CONDITIONS
TYPICAL STEEL JOIST
4 TYP. SECTION AT ROOF DECK REPLACEMENT 5 REINF FOR CONCENTRATED LOADS 6 TYPICAL DETAIL AT CHORD REINFORCEMENT 7 TYPICAL DETAIL AT WEB REINFORCEMENT > Seal
S3.01 S3.01 S3.01 S3.01
WEB REINF., TYP. WEB REINF. 4 PLACES WEB REINF. 4 PLACES
SEE 7/S3.01 FOR WEB REINF.,
SEE 7/S3.01 FOR SEE 7/S3.01 FOR
SEE 7/S3.01 FOR
ADD'L INFORMATION ADD'L INFORMATION ADD'L INFORMATION
ADD'L INFORMATION
WEB REINF.,
SEE 7/S3.01 FOR 3/8"Øx16'-0" (GR. 50) SOILD ROUND CHORD REINF.,
CENTERED ON JOIST BOTTOM CHORD,
ADD'L INFORMATION
SEE 6/S3.01 FOR ADD'L INFORMATION
NOTES: NOTES:
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT 1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT NOTES:
FRAME BELOW THE ROOFTOP EQUIPMENT. FRAME BELOW THE ROOFTOP EQUIPMENT. 1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. FRAME BELOW THE ROOFTOP EQUIPMENT.
2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT.
8 ELEVATION AT JOIST REINF. BELOW ERU-1 9 ELEVATION AT JOIST REINF. BELOW ERU-2 10 ELEVATION AT JOIST REINF. BELOW ERU-4
S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0"
WEB REINF., TYP. WEB REINF., TYP.
SEE 7/S3.01 FOR SEE 7/S3.01 FOR
ADD'L INFORMATION ADD'L INFORMATION
> Project
WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
NOTES: NOTES:
SYSTEM REPLACEMENT
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
FRAME BELOW THE ROOFTOP EQUIPMENT.
1. REINFORCEMENT SHOWN TO BE INSTALLED ON ALL JOISTS SUPPORTING THE EQUIPMENT
FRAME BELOW THE ROOFTOP EQUIPMENT. DCSD PROJECT #369-35
2 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT. 2. REINFORCEMENT TO BE INSTALLED PRIOR TO INSTALLATION OF ROOFTOP EQUIPMENT.
4120 CEDAR RIDGE TRAIL
11 ELEVATION AT JOIST REINF. BELOW RTU-3 12 ELEVATION AT JOIST REINF. BELOW RTU-4 STONE MOUNTAIN, GA 30083
S3.01 SCALE: 3/8" = 1'-0" S3.01 SCALE: 3/8" = 1'-0" ♦
DEKALB COUNTY SCHOOL DISTRICT
> Sheet Title
SECTIONS AND DETAILS
Project No. | 23.004B
Date | 03/06/23
Designer |
Approved |
S3.01
ISSUED FOR CONSTRUCTION
© 2022 Uzun+Case, LLC.
Material List
Item Drawing Length Grade
mkdet quan Shape Finish Notes
rev FT - IN name
105A1 35 ANGLE
105A1 35 L2X2X3/16 20'-0" SP ANGLE A36
105A2 95 ANGLE
105A2 95 L7X4X1/2 0'-4" SP ANGLE A36
TOTAL MARK FIELD BOLTS LENGTH GRIP
QTY
( L7X4X1/2 x 4 )
L2X2X3/16 x 20'-0 105A2
105A1
4
2
35 ~ ANGLE ~ 105A1
E ~ REF ~ E106 95 ~ ANGLE ~ 105A2
E ~ REF ~ E106
GENERAL NOTES : NOTE :
ALL W & WT SHAPES : A992 GR.50 (U.N.O) SMITH IRONWORKS WILL NOT ACCEPT BACK
CHANNELS,PLATES, & ANGLES : A36 (U.N.O) CHARGES FOR CORRECTIVE WORK OR
PIPE : A500 REPLACEMENT OF MATERIAL UNLESS
(U.N.O)
HSS : A500 GR. C WRITTEN PERMISSION IS GIVEN BEFORE
(U.N.O)
ANY SUCH COSTS ARE INCURRED.
WELD ELECTRODES : E70XX (U.N.O)
SMITH IRONWORKS ASSUME NO
SHOP CLEAN: SSPC-SP2 (U.N.O)
RESPONSIBILITY AND LIABILITY FOR
PAINT : SHOP PRIMER (U.N.O)
STRUCTURAL STEEL ELEVATIONS FROM
MILL THICKNESS: MIN.2 DRY MILL (U.N.O) ARCHITECT AND ENGINEER CONTRACT
BOLTS : 3/4 Ø A325N (U.N.O) DOCUMENTS USED TO DEVELOP ERECTION
OPEN HOLES : 13/16 Ø (U.N.O) AND FABRICATION DRAWINGS.
REVISIONS
NO. DATE CHECKER DESCRIPTION
A 06.26.2024 SUD FOR APPROVAL
DETAIL OF : ANGLE DETAILS AREA :
SEQ.
PHONE: (706) 895-3311
FAX: (706) 895-3312
MITH
IRON WORKS
P.O. BOX 388
HWY 114
LYERLY, GA. 30730
NO.
1
FOR APPROVAL ONLY DETAILER: MPK STRUCTURE : WOODRIDGE ES JOB NO.
NOT FOR FIELD USE DATE: 06/26/2024 2406
Tekla structures
LOCATION : STONE MOUNTAIN, GA 30083
EVEN IF STAMPED APPROVED DRAWING NO.
CHECKED: SUD CUSTOMER : EVERGREEN CONSTRUCTION
OR EXCEPTIONS NOTED
DATE: 06/26/2024 ARCHITECT : COOPER CARRY 105 A
0
Material List
Item Drawing Length Grade
mkdet quan Shape Finish Notes
rev FT - IN name
106R1 5 ROD
106R1 5 RD 3/8 30'-0" SP ROD A572-50
TOTAL MARK FIELD BOLTS LENGTH GRIP
QTY
RD 3/8 x 30'-0
Ø
3/8 106R1
5 ~ ROD ~ 106R1
E ~ REF ~ E106
GENERAL NOTES : NOTE :
ALL W & WT SHAPES : A992 GR.50 (U.N.O) SMITH IRONWORKS WILL NOT ACCEPT BACK
CHANNELS,PLATES, & ANGLES : A36 (U.N.O) CHARGES FOR CORRECTIVE WORK OR
PIPE : A500 REPLACEMENT OF MATERIAL UNLESS
(U.N.O)
HSS : A500 GR. C WRITTEN PERMISSION IS GIVEN BEFORE
(U.N.O)
ANY SUCH COSTS ARE INCURRED.
WELD ELECTRODES : E70XX (U.N.O)
SMITH IRONWORKS ASSUME NO
SHOP CLEAN: SSPC-SP2 (U.N.O)
RESPONSIBILITY AND LIABILITY FOR
PAINT : SHOP PRIMER (U.N.O)
STRUCTURAL STEEL ELEVATIONS FROM
MILL THICKNESS: MIN.2 DRY MILL (U.N.O) ARCHITECT AND ENGINEER CONTRACT
BOLTS : 3/4 Ø A325N (U.N.O) DOCUMENTS USED TO DEVELOP ERECTION
OPEN HOLES : 13/16 Ø (U.N.O) AND FABRICATION DRAWINGS.
REVISIONS
NO. DATE CHECKER DESCRIPTION
A 06.26.2024 SUD FOR APPROVAL
DETAIL OF : ROD DETAILS AREA :
SEQ.
PHONE: (706) 895-3311
FAX: (706) 895-3312
MITH
IRON WORKS
P.O. BOX 388
HWY 114
LYERLY, GA. 30730
NO.
1
FOR APPROVAL ONLY DETAILER: MPK STRUCTURE : WOODRIDGE ES JOB NO.
NOT FOR FIELD USE DATE: 06/26/2024 2406
Tekla structures
LOCATION : STONE MOUNTAIN, GA 30083
EVEN IF STAMPED APPROVED DRAWING NO.
CHECKED: SUD CUSTOMER : EVERGREEN CONSTRUCTION
OR EXCEPTIONS NOTED
DATE: 06/26/2024 ARCHITECT : COOPER CARRY 106 A
0
Smith Ironworks Estimate by Shape - No CO, SU Page 1 of 1
7/16/2024 2:03:58PM Job: 2406 - CO 2
Qty Sh Dimensions Length Grade Type Co Ho St TFWb BF F Weight
35 L 2 x 2 x 3/16 20'-0 A36 A 0 0 0 0 0 0P 1708#
1708#
95 L 7 x 4 x 1/2 0'-4 A36 A 0 0 0 0 0 0P 567#
567#
2275#
5 RD 3/8 30'-0 A36 A 0 0 0 0 0 0P 56#
56#
56#
2331#
135 Mauldin Drive, Alpharetta, GA 30004
4309 Sudan Drive, Martinez, GA 30907
(770)663-4211 phone ~ (770)663-4209 Fax
www.summersroofing.com
July 20, 2024 CHANGE REQUEST 6
Evergreen Construction
3200 Cobb Galleria Pkwy
Suite 240
Atlanta, Ga. 30339
Attn: Connor Smith
Add for night work and spot deck replacement.
Total add : $ 58,661.12
If there are any questions, please don't hesitate to call 678-247-4739
Sincerely,
Larry Miller
SUMMERS ROOFING CO., INC.
* ATLANTA ~ AUGUSTA ~ JACKSONVILLE*
135 Mauldin Drive, Alpharetta, GA 30004 - Corporate
(770) 663-4211 office|(770)-663-4209 fax |(678)247-4739
larry@summersroofing.com
Woodridge Elementary-Night work and deck issues
Subject: Spot deck replacement and night work
Additional Safety Equipment $ 8,223.88
Additional lift for 2 crews $ 2,319.06
Return fee for 22g metal deck
not used 548.07
Labor to obtain lights and
equipment $ 800.00
Lift rental while shutdown $ 2,263.55
Labor to demobilize and
remobilize $ 2,800.00
Misc $ 182.00
Disposal $ 525.00
$ 11,891.01
Overhead $ 1,189.10 10%
$ 13,080.11
Profit $ 1,308.01 10%
$ 14,388.12
Deck replacement with metal $ 39,008.00
Deck replacement with gyp $ 5,265.00
Total cost $ 58,661.12
Woodridge Elementary
Deck replacement with gypsum Width Length Total sqft
1 3 x 4 12
2 3 x 5 15
3 3 x 5 15
4 3 x 5 15
5 2 x 6 12
6 2 x 6 12
7 5 x 6 30
8 5 x 15 75
9 3 x 5 15
10 10 x 15 150
Total 351
price per ft $ 15.00
Total add $ 5,265.00
July 14, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #022 – RFI #032 – Mezzanine Clarification
Dear Ryan:
Per the response to RFI #032 – Mezzanine Clarification, it was directed to add life safety systems above
the ceiling within the mezzanine areas. This includes an added smoke detector and sprinkler systems.
Enclosed, please find a detailed breakdown and supporting backup documentation associated with this
item of change.
This Item of Change (I.O.C. 022) results in an added cost of $12,112.00 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6544.
Sincerely:
Steve Hall
Sr. Project Manager
Enclosure(s)
cc: Connor Smith – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 022
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 7/14/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #032 - Mezzanine Clarification
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
15-49.100 FIRE SPRINKLER 0 0 0
ADD SPRINKLER ABOVE CEILING IN MEZZANINE 1 LS 0 0 8239.35 8,239
0 0 0
16-98.100 FIRE ALARM 0 0 0
ADD SMOKE DETECTOR IN MEZZANINE (NO CHARGE CHANGE)1 LS 0 0 0.00 0
0 0 0
16-99.100 ELECTRICAL 0 0 0
PROVIDE PATHWAYS FOR ADDED FIRE ALARM 1 LS 0 0 733.00 733
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 8 MHR 0 110 880 0
01-99.300 MANAGERIAL PROCESSING 8 MHR 0 95 760 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 1,640 8,972
Payroll Taxes & Insurance 579
Sales Tax (8.00%) 0
TOTALS 0 2,219 8,972
Subcontractor General Liability Insurance 0 8 31
Pollution Insurance 0 2 8
Builder's Risk Insurance Premium 0 3 14
Management Software 0 5 22
Subcontractor Default Insurance 0 28 115
EVERGREEN MARKUP - 227 458
GRAND TOTAL $12,112
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #32: Mezzanine Clarification
Status Closed on 06/06/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jun 3, 2024 Due Date Jun 6, 2024
Location Mezzanine Project Stage
Cost Impact Yes (Unknown) Schedule Impact Yes (Unknown)
Spec Section
Drawing Number A2.10 Reference
Linked Drawings
Received From Josh Varner (Brasington Bailey Construction)
Copies To Steve Hall (Evergreen Construction), Tyler
Mathewson (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority 1 - High Discipline Architectural
Activity
Question Question from Michaela Ray Evergreen Construction on Monday, Jun 3, 2024 at 02:06 PM EDT
Reference: Mezzanine Information
Description:
1. During our walk with the fire marshal, they indicated the need for a fire sprinkler and smoke detector to be placed in the
mezzanine area. Please confirm the need for the sprinkler(s) and detector(s) to be added to the mezzanine.
2. There is no current wall top-out detail for any rooms, including the mezzanine area. Please confirm the need for wall top-
outs in the mezzanine area and provide drawings.
Question:
1. Please confirm that the sprinkler(s) and detector(s) must be added to the mezzanine.
2. Please confirm the need for wall top-outs in the mezzanine area and provide drawings.
Attachments
Mezzanine Information.pdf
Awaiting an Official Response
All Replies Response from Brian Mitchell Cooper Carry, Inc., Architects on Monday, Jun 3, 2024 at 02:55 PM EDT
Provide sprinkler heads and smoke and CO detectors above the mezzanine as indicated by the fire marshall. The fire
marshall did not indicate he would require the walls to be topped out.
Evergreen Construction Page 1 of 1 Printed On: Jul 14, 2024 12:03 PM EDT
RANGER FIRE INC
Project No. & Name: Woodridge ES - Fire Sprinkler
Contractor Name: Evergreen Construction Change Proposal No. 001
Description of Change: Material, labor, & design to add (6) uprights in the Mezzanine per the request of the AHJ.
Total Material &
Description -Self Perform Tasks Rate Units Total Labor
Equipment
Total
Design Engineering $ 245.00 4.0 $ 980.00 $ 980.00
Foreman $ 175.00 10.0 $ 1,750.00 $ 1,750.00
Fitter (2) $ 125.00 20.0 $ 2,500.00 $ 2,500.00
Travel $ 150.00 3.0 $ 450.00 $ 450.00
Material & Equipment
F1FR Uprights Brass 200 $ 17.05 6.0 $ 102.31 $ 102.31
1" Black Sch. 40 Pipe $ 3.85 84.0 $ 323.40 $ 323.40
1" 90 $ 5.27 10.0 $ 52.70 $ 52.70
1" Tee $ 11.34 8.0 $ 90.72 $ 90.72
1" x 1/2" Bell Reducer $ 4.18 4.0 $ 16.72 $ 16.72
1" Plug $ 3.04 2.0 $ 6.08 $ 6.08
1" Hanger Assembly $ 5.96 12.0 $ 71.52 $ 71.52
Scissor Lift $ 500.00 1.0 $ 500.00 $ 500.00
Rigid 300 Power Machine (Thr. / Gr.) $ 100.00 5.0 $ 500.00 $ 500.00
SUBTOTAL $ 7,343.45
Work Perfomed by the Contractor's Own Employees
Bonds & Insurance $ 146.87
General Conditions/O&P 10.00% $ 749.03
Subtotal $ 8,239.35
Total Change Order Cost $ 8,239.35
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
June 11, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 4, RFI #32 Mezzanine Fire Alarm
Dear Steve,
As requested, we have priced the cost involved with RFI #32 Mezzanine Fire Alarm; the cost to incorporate
this work into our scope is $733.00; this pricing is based on the following:
BREAKDOWN:
$ 490.40 – Labor
152.61 – Material
12.21 – Sales Tax
4.58 – Expense
73.30 – Ohd & Profit
$ 733.00 – Total
QUALIFICATIONS:
1) This COR is based on the response to RFI #32 dated June 3, 2024.
2) This COR includes adding outlet boxes and conduits for the Fire Alarm Devices to be installed above the
existing Mezzanine.
3) All Fire Alarm cabling, devices, terminations, etc… are to be furnished and installed by the Fire Alarm
Subcontractor.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Note: This Change Order Request, COR, may be withdrawn
Vice President if not accepted within 30 days. In addition, this COR is based
on prices for electrical materials as of the date of this COR.
Due to erratic and possible rapid increases of electrical
materials, this COR may increase in price prior to the receipt
of a written notice to proceed.
( - r-zq
CERTIFICATE OF COMPETENCY# CC000814
GEORGIA STATE LICENSE#CL00669
BUILDING CONSTRUCTION DATA (EXISTING BUILDING):
OCCUPANCY TYPE:
JEFFERSON, GA 30549
DATE:
STATE OF GEORGIA
3430 WINDER HWY
WOODRIDGE: EDUCATION
RANGER SE, LLC
404-775-4087
DL#000366
CONSTRUCTION TYPE:
EXISTING WATER LINE WOODRIDGE: TYPE II-B
Matthew B. Claxton
-CONTRACTOR TO FIELD VERIFY,
ry
REPLACE TO 8" DIP IF EXISTING SPRINKLER TYPE:
WATER LINE IS SMALLER THAN 8" WOODRIDGE: NFPA 13
44rrrtf
SQUARE FOOTAGE:
EXISTING DOUBLE DETECTOR CHECK CLASSROOMS: 35,640 SQFT
ASSEMBLY (DDCA) W/ VAULT COMMON AREA: 17,300 SQFT
-CONTRACTOR TO FIELD VERIFY, GYMNASIUM: 5,478 SQFT
REPLACE/UPSIZE TO HANDLE 8" DIP TOTAL: 58,418 SQFT
OCCUPANCY CHART (NFPA 13)
EXISTING ENTRY LIGHT .10 DENSITY
WATER
VAULT CORRIDOR LIGHT .10 DENSITY
OFFICES LIGHT .10 DENSITY
EXISTING WATER CLASSROOMS LIGHT .10 DENSITY
CABINET
CONFIDENTIALITY STATEMENT
(POSSIBLE PUMP) RESTROOMS LIGHT .10 DENSITY
CAFETERIA LIGHT .10 DENSITY
STAGE LIGHT .10 DENSITY
REVISIONS
KITCHEN ORDINARY 1 .15 DENSITY
STORAGE ORDINARY 1 .15 DENSITY
AR
D UL NG
I
MO ILD
BU
EX. FH
LAR EXISTING
DU G FIRE
MO ILDIN
BU LINE
CONTRACTOR:
OWNER:
MODULAR
BUILDING
EXISTING FIRE LINE
FFE:862.44
-CONTRACTOR TO FIELD VERIFY,
REPLACE TO 8" DIP IF EXISTING
FIRE LINE IS SMALLER THAN 8" DIP
FFE:860.16
STEEL
3/8" TBC (1/2" FOR 6" PIPE, 3/8" FOR
6" DIP CLASS 350 UNDERGROUND 1/2"
TBC's ALL-THREAD ROD PIPE SIZES 4" AND SMALLER)
FIRE MAIN (1/2" FOR 6" PIPE, 3/8" FOR
6"
6"
ATR CONCRETE EXPANSION SHIELD
PIPE SIZES 4" AND SMALLER)
FREESTANDING FDC FFE:860.15 PIPE
WITH BUILDING HEADER
SIGNAGE
SWIVEL
3/8" ATR STEEL
SWIVEL 1/2" ATR SUPPORT
RING SWIVEL
RINGS RING
STEEL STRUCTURE
TYPICAL HANGER DETAILS - STEEL STEEL PIPE HUNG ON CONCRETE
PIV WITH BUILDING SCALE: NTS SCALE: NTS
SIGNAGE
STEEL HANGER MATRIX
MAXIMUM DISTANCE
FFE:860.07 PIPE SIZE ROD SIZE BETWEEN HANGERS
1" 3/8" 7'
FFE:860.14 1 1/4" 3/8" 7'
1 1/2" 3/8" 9'
2" 3/8" 10'
2 1/2" 3/8" 11'
3" 3/8" 12'
FFE:860.13
4" 3/8" 14'
STEEL PIPE SWAY BRACING
FFE:860.19
NOTE: FLEX COUPLING TO BE PROVIDED
ON GROOVED PIPING 2 1/2" OR LARGER.
(SEE NFPA 13: 9.3.2.3.1)
STRUCTURE:
STRUCTURE:
CONCRETE (BY OTHERS)
CONCRETE (BY OTHERS) CAST-IN-PLACE
CAST-IN-PLACE
ANCHOR
ANCHOR COUPLING 1'-0"
FLEX MAX ABOVE FLOOR
EXISTING SERVICE PIPE FIG. AF700
FIG. AF700 COUPLING
FFE:860.07 1-STORY BRICK 1'-0"
SCHEDULE 40 FIG. AF775
SCHOOL BUILDING SCHEDULE 40 BRACE PIPE
HEIGHT = 28'-7" APPROX.
BRACE PIPE
FREESTANDING FDC WITH 8" DIP CLASS 350 UNDERGROUND
BUILDING SIGNAGE FIRE MAIN
FIG. AF001
2'-0"
FFE:860.11 FREESTANDING FDC WITH
FFE:860.11 BUILDING SIGNAGE SERVICE PIPE FLEX
PIV WITH BUILDING COUPLING COUPLING 2'-0"
SIGNAGE
MAX BELOW FLOOR
LATERAL SWAY BRACE DETAIL LONGITUDINAL SWAY BRACE DETAIL
SCALE: NTS SCALE: NTS
FFE:859.88
EXISTING FLEX COUPLING DETAIL
SCALE: NTS
FFE:860.09
1-STORY BRICK
BUILDING A A MATERIAL:
HEIGHT = 21' APPROX. A: ANVIL PIPE ATTACHMENT: AF001/AF775
B: ANVIL SWIVEL ATTACHMENT: AF700
1" SCHEDULE 40 PIPE UP TO 7'-0" LONG
FFE:860.06 1-1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG
B
ATTACHMENT TO STRUCTURE:
1/2" x 6" ALL THREAD ROD TO ATTACHED TO:
TOLCO FIG. 109DD - CONCRETE INSERT 1/2" ROD
4-WAY EARTHQUAKE BRACE
Stone Mountain, GA 30083
OR HILTI CONCRETE INSERT HCI-WF 1/2" (10510 LBS SHEER)
4120 Cedar Ridge Trail
FOUR-WAY BRACE DETAIL BRANCH LINE
RESTRAINT
SCALE: NTS
SWIVEL
ATTACHMENT ATTACHMENT
#CSBBRS2EG
FACE TOWARDS FACE TOWARDS LEGEND:
FIRE LANE FIRE LANE SEISMIC AND BRACING NOTES: FASTENERS
TWO-WAY SINGLE HYDRAULIC NODE POINT (AS REQ'D)
NFPA 13
FREE STANDING
INLET FDC
FREE STANDING
INLET FDC
1) Sway bracing shall be installed to meet
(BY OTHERS)
REMOTE FDC TO BE
(BY OTHERS)
REMOTE FDC TO BE WATER-LINE requirements of NFPA #13, 9.3.5, 2019.
HANGER
MOUNTED 3'-0"
ABOVE GRADE
MOUNTED 3'-0"
ABOVE GRADE
2) Maximum lateral spacing shall be 40 feet. ROD RESTRAINT
FDC LOCATION
FINISHED FINISHED 3) Maximum longitudinal spacing shall be 80 feet. ROD
GRADE GRADE
EXISTING FIRE HYDRANT
4) Maximum hanger spacing shall be 12 feet. BAND
HANGER ROD TIGHT TO PIPE
6/5/2024 EXISTING BUILDING
FLOW TEST CONDUCTED BY NFPA 13 - 9.3.5.5.8
BAND
RANGER FIRE, INC LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL
HANGER
3' MIN. BURY
3' MIN. BURY
ON 4/8/2024 BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTERLINE OF THE
4" D.I. PIPE 4" D.I. PIPE PIPING BRACES LONGITUDINALLY AND THE LATERAL BRACE IS ON
(ALL UNDERGROUND BY OTHERS) STATIC: 121 psi A PIPE OF EQUAL OR GREATER SIZE THAN THE PIPE BEING BRACED (Erico Swivel Connector #CSBBRS2EG)
(ALL UNDERGROUND BY OTHERS)
RESIDUAL: 49 psi LONGITUDINALLY.
END OF BRANCHLINE HANGER - RESTRAINT
FLOW: 792 gpm SCALE: NTS
NOTE: ALL UNDERGROUND - BY OTHERS NOTE: Restraint to be installed within 6" of the last hanger on all branch lines for steel
J.G.
M.A.
FP-1
1" = 30'-0"
4" D.I. PIPE 4" D.I. PIPE
piping unless the branchline is located vertically within 6" of the structure. (If this is the case
a restraint is not required.)
ELEMENTARY SCHOOL - REMOTE FDC DETAIL GYMNASIUM - REMOTE FDC DETAIL -If restraint is installed on branch line, an Intermediate restraint shall not be required if the steel
SCALE: NTS SCALE: NTS
branchline is less than 26'-0" based on Cp being greater than 0.71Cp or less than or equal to
1.40Cp. - NFPA 13 Table 9.3.6.4(a)
( - r-zq
CERTIFICATE OF COMPETENCY# CC000814
GEORGIA STATE LICENSE#CL00669
JEFFERSON, GA 30549
DATE:
STATE OF GEORGIA
3430 WINDER HWY
RANGER SE, LLC
1" SCHEDULE 40
404-775-4087
DL#000366
PITCH
BRANCHLINE
Matthew B. Claxton
1" BALL VALVE
ry
SYSTEM #1
(CLASSROOMS)
44rrrtf
SYSTEM #2
WALL
(COMMON AREAS)
CONFIDENTIALITY STATEMENT
45 ELL
INSPECTOR'S TEST & DRAIN
SMOOTH BORE CORROSION
LEGEND
RESISTANT OUTLET GIVING
REVISIONS
FLOW EQUIVALENT TO ONE
SPRINKLER (1/2" ORIFICE)
SPRINKLER RISER LOCATION
WET SYSTEM INSPECTORS TEST
SCALE: NTS
VERTICAL PIPE (UP OR DN)
HYDRAULIC NODE
REMOTE AREA OUTLINE
WET SYSTEM - STEEL PIPE (u.o.n.)
CONTRACTOR:
OWNER:
TO TO
WET SYSTEM #2 WET SYSTEM #1
(COMMON AREAS) (CLASSROOMS)
3" SCH. 10
3" SCH. 10
FLOW SWITCH FLOW SWITCH
3" SCH. 10
3" SCH. 10
3" RELIABLE MODEL E 3" RELIABLE MODEL E
ALARM CHECK VALVE ALARM CHECK VALVE
W/ PRESSURE RELIEF W/ PRESSURE RELIEF
TRIM KIT TRIM KIT
1-1/4" DRAIN
1-1/4" DRAIN
ROUTE DRAIN ROUTE DRAIN
OUTSIDE OUTSIDE
3" SCH. 10
3" SCH. 10
3" AMES COLT 200
DOUBLE CHECK VALVE ASSEMBLY
W/ BUTTERFLY VALVES & TAMPER
PRESSURE
GAUGE
(RANGER FIRE - STARTS HERE) (RANGER FIRE - STARTS HERE)
ELEMENTARY SCHOOL - RISER DETAIL
SCALE: NTS
Stone Mountain, GA 30083
4120 Cedar Ridge Trail
NFPA 13
6/5/2024 EXISTING BUILDING
HANGER LEGEND
HANGER
LATERAL SWAY BRACING
J.G.
M.A.
FP-2
3/32" = 1'-0"
LONGITUDINAL SWAY BRACING
FOUR-WAY BRACES
Connor Smith
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Tuesday, July 16, 2024 9:13 AM
To: Connor Smith; Ryan Fernandez (Operations)
Cc: Steve Hall; Michaela Ray
Subject: RE: Woodridge ES - IOC #024 - RFI #040 - Roof Decking Replacement Above Cafeteria
We have reviewed and while the cost is a li le higher than an cipated the me cri cal nature and controlled demoli on
do explain the addi onal costs. The addi onal me appears a li le high and it is our hope the contractor is using a worst
case projec on and can complete the work quicker. All in all the proposal is acceptable.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Friday, July 12, 2024 10:41 AM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Steve Hall <shall@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>
Subject: Woodridge ES - IOC #024 - RFI #040 - Roof Decking Replacement Above Cafeteria
Ryan,
Good morning. A ached, please find IOC #024 - RFI #040 - Roof Decking Replacement Above Cafeteria for Woodridge ES
for your review and approval.
In an effort to get this work going as soon as possible, please let me know if we are approved to release this work.
If you have any ques ons please let me know.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
1
2
July 12, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #024 – RFI #040 – Roof Decking Replacement Above Cafeteria
Dear Ryan:
Attached, please find our proposal for option #01 – Full removal and replacement of existing gypsum panels
with new steel decking per the attached correspondence email from Cooper Carry, dated 07/09/24. At this
time due to unforeseen conditions, overall project schedule and the additional time involved with multiple
trades for pricing, coordination and materials, we do not feel option #02 per the preliminary roof deck repair
drawings issued by Nova Engineering & Environmental, dated 07/08/24, is the best option to pursue.
Shall DeKalb County School District choose to proceed with pricing option #2, this will result in additional
time that will impact the breakout schedule for this work provided (see attached).
Please note that this scope of work was unforeseen and not included in our original project schedule.
Attached, please find an updated project schedule. This updated schedule incorporates an additional 44
days to the overall project schedule. We are currently projecting for a September 11th, 2024, substantial
completion date for the cafeteria areas. As agreed, in an effort to get faculty & students back into school on
August 5th, we will need to temporarily close off the cafeteria and adjacent wings, including the kitchen until
further notice. Please note, this work will be taking place during school hours.
This Item of Change (I.O.C. 024) results in an added cost of $301,082 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation. We have included an allowance to repair any potential damages to existing conditions
below the roof deck. Should these monies not be necessary they will be returned accordingly.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 024
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 7/12/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #040 - ROOF DECKING REPLACEMENT OVER CAFETERIA
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
07-50.100 ROOFING 0 0 0
Replace Roof Decking Over Cafeteria 1 LS 0 0 131635.00 131,635
0 0 0
REPAIR ALLOWANCE 1 ALLW 0 0 15000.00 15,000
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-14.100 OFFICE TRAILER RENTAL 44 DAYS 121.83 5,361
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 240 MHR 0 25 6,000 0
01-24.150 CELL PHONE 6 WKS 31.18 187 0 0
01-24.320 TEMPORARY TOILETS 44 DAYS 62.70 2,759 0 0
01-26.300 TEMPORARY FENCING 323 LF 6.27 2,025 0 0
01-26.420 INTERIOR BARRICADES/PARTITIONS 5 LS 1500 7,500 0 0
01-26.610 TEMPORARY PROTECTION 5,050 SF 0.56 2,828 0.75 3,788 0
01-30.100 CONTINUOUS CLEAN-UP 480 MHR 0 25 12,000 0
01-30.400 DUMPSTERS 5 PULL 985 4,925 0 0
01-99.100 EQUIPMENT RENTAL 1 LS 3000 3,000 0 0
01-99.200 QUALITY CONTROL 240 MHR 0 110 26,400 0
01-99.300 MANAGERIAL PROCESSING 240 MHR 0 95 22,800 0
01-99.500 AS-BUILT DRAWINGS 8 MHR 0 28.5 228 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 5 LS 150 750 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 29,385 71,216 146,635
Payroll Taxes & Insurance 25,150
Sales Tax (8.00%) 2,351
TOTALS 31,735 96,366 146,635
Subcontractor General Liability Insurance 108 328 499
Pollution Insurance 27 82 125
Builder's Risk Insurance Premium 50 151 230
Management Software 77 233 354
Subcontractor Default Insurance 406 1,233 1,877
EVERGREEN MARKUP 3,240 9,839 7,486
GRAND TOTAL $301,082
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #40: Roof Decking Replacement Above Cafeteria
Status Open
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jun 10, 2024 Due Date Jun 13, 2024
Location Roof Project Stage
Cost Impact Yes (Unknown) Schedule Impact Yes (Unknown)
Spec Section
Drawing Number Reference
Linked Drawings
Received From Larry Miller (Summers Roofing Company, Inc.)
Copies To Steve Hall (Evergreen Construction), Tyler
Mathewson (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority Discipline Architectural
Activity
Question Question from Michaela Ray Evergreen Construction on Monday, Jun 10, 2024 at 04:03 PM EDT
Reference: Images
Description:
The current roof decking above the cafeteria is failing in various areas, please see the attached images for more detail. The
roofer is testing the structure to help advise what it should be replaced with. Please confirm that the decking needs to be
replaced and provide details for the new decking over the cafeteria.
Question:
Please confirm the decking needs to be replaced. Please provide details for the new decking over the cafeteria.
Attachments
27-Jun 10, 2024 17-55-59-VWWU.jpeg, 52-Jun 10, 2024 17-52-40-YpDw.jpeg, 53-Jun 10, 2024 17-52-54-idJv.jpeg, 50-Jun
10, 2024 17-52-32-KpDt.jpeg, 51-Jun 10, 2024 17-52-35-7iHi.jpeg
Awaiting an Official Response
Evergreen Construction Page 1 of 1 Printed On: Jul 10, 2024 02:40 PM EDT
Steve Hall
From: Brian Mitchell <BrianMitchell@coopercarry.com>
Sent: Tuesday, July 9, 2024 9:47 AM
To: Connor Smith; Ryan Fernandez (Operations)
Cc: Michaela Ray; Steve Hall
Subject: Woodridge - Cafeteria Roof Decking Options
Attachments: NOVA Drawing _ WOODRIDGE ES - Cafeteria Roof Deck Repair.pdf
Connor,
See a ached and below for the op ons we have developed for addressing the compromised decking over the
cafeteria. Our recommended op on is to remove and replace the exis ng gypsum panels with new decking. Repairing
the decking as outlined in NOVA’s report is the other op on.
If you could put together pricing for both op ons so Ryan and DSCD can determine a course of ac on. We can discuss
further on the call today.
OPTION #1
Remove existing roof panel system – leave existing roof steel beam framing and perimeter edge angles
in place.
Provide new 1-1/2” Type B steel roof deck, Gr. 80, 20 GA min., Galv. G60 min. over cafeteria roof
Steel roof deck shall be fastened to steel framing and perimeter edge angles at the following spacings:
o At framing and perimeter edge angles perpendicular to deck flutes, use #12 self-tapping screws
at 12” on center maximum and at each edge flute of each deck unit
o At framing and perimeter edge angles parallel to deck flutes, use #12 self-tapping screws at 12”
on center maximum.
o Side laps shall be fastened with #10 self-tapping screws at a maximum spacing of 12” on center
between supports.
Refer to section 6.00 of the General Notes for additional information regarding material, erection, and
special inspections.
Brian Mitchell, RA
Project Architect
O: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
Cooper Carry welcomes 505Design to our team!
More placemaking. More places.
1
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
2
OPTION #2
5,059.6 sf
Construction Gate
Temporary
Fencing
Dump
Dump
ster
ster
Te
mp
To
il
et
s
ler
Trai
EGC
ster
Dump
Activity Name Original Start Finish A M J J A S O N D J F M A M J J A S O N D
Duration
Woodridge Elementary School 365 20-Apr-23 A 11-Sep-24
Milestones 365 20-Apr-23 A 11-Sep-24
RFP Released 0 20-Apr-23 A RFP Released
RFP Proposals Due 0 08-Jun-23 A RFP Proposals Due
Notice of Award (Planned) 0 14-Aug-23 A Notice of Award (Planned)
Notice to Proceed (Planned) 0 08-Sep-23 A Notice to Proceed (Planned)
Notice of Award (Actual) 0 28-Sep-23 A Notice of Award (Actual)
Notice to Proceed (Actual) 0 30-Oct-23 A Notice to Proceed (Actual)
Start Construction 0 23-May-24 A Start Construction
Substantial Completion 0 31-Jul-24 Substantial Completion
Final Completion 0 03-Sep-24 Final Completion
Cafeteria - Substantial Completion 0 11-Sep-24 Cafeteria - Substantial Completion
School Calendar 312 24-May-23 A 05-Aug-24 Last Day ofFirst Day2022-2023
School of School 2023-2024 Last Day ofFirst
School
Day2023-2024
of School 2024-2025
Preconstruction 238 12-Sep-23 A 11-Jun-24 A
Construction 80 06-May-24 A 11-Sep-24
Mobilization 11 13-May-24 A 28-May-24 A
Sitework 41 20-May-24 A 29-Jul-24
Interior 41 22-May-24 A 29-Jul-24
Exterior 52 06-May-24 A 01-Aug-24
Roof Decking Replacement 58 10-Jun-24 A 11-Sep-24
Media Center and Admin - Flat Roofing Areas 13 11-Jun-24 A 10-Jul-24
Patching Engineering and Design 5 11-Jun-24 A 22-Jun-24 A Patching Engineering and Design
Deck Failing Identified - RFI #41 0 11-Jun-24 A Deck Failing Identified - RFI #41
Replacement Pricing and Evaluation 5 22-Jun-24 A 25-Jun-24 A Replacement Pricing and Evaluation
DCSD NTP 1 25-Jun-24 A 25-Jun-24 A DCSD NTP
Deck Demo and Replacement 14 26-Jun-24 A 10-Jul-24 Deck Demo and Replacement
Steel Reinforcing 7 01-Jul-24 A 05-Jul-24 A Steel Reinforcing
HVAC Equipment Set 3 08-Jul-24 A 09-Jul-24 A HVAC Equipment Set
Membrane Installation Complete 0 10-Jul-24 A Membrane Installation Complete
Cafeteria 58 10-Jun-24 A 11-Sep-24
Deck Failing Identified - RFI #40 0 10-Jun-24 A Deck Failing Identified - RFI #40
Engineering and Design 5 10-Jun-24 A 09-Jul-24 A Engineering and Design
Replacement Pricing and Evaluation 5 09-Jul-24 A 10-Jul-24 A Replacement Pricing and Evaluation
DCSD NTP 1 10-Jul-24 10-Jul-24 DCSD NTP
Demo and Replacement 14 11-Jul-24 24-Jul-24 Demo and Replacement
Steel Reinforcing 3 24-Jul-24 29-Jul-24 Steel Reinforcing
Sprinkler Installation 3 29-Jul-24 01-Aug-24 Sprinkler Installation
Woodridge Elementary School Page 1 of 2
Proposed Cafeteria Roofing Replacement Schedule
Activity Name Original Start Finish A M J J A S O N D J F M A M J J A S O N D
Duration
HVAC Equipment Set 1 29-Jul-24 30-Jul-24 HVAC Equipment Set
Ductwork Installation 3 01-Aug-24 06-Aug-24 Ductwork Installation
Electrical/Controls/Low Voltage Rough-in 5 06-Aug-24 13-Aug-24 Electrical/Controls/Low Voltage Rough-
Acoustical Ceiling Grid Installation 3 13-Aug-24 16-Aug-24 Acoustical Ceiling Grid Installation
Lighting Installation 2 16-Aug-24 20-Aug-24 Lighting Installation
HVAC Trim-Out 2 20-Aug-24 22-Aug-24 HVAC Trim-Out
Low Voltage Trim-Out 2 22-Aug-24 26-Aug-24 Low Voltage Trim-Out
Cover-up Inspections 1 26-Aug-24 27-Aug-24 Cover-up Inspections
Drop Ceiling Tiles 2 27-Aug-24 29-Aug-24 Drop Ceiling Tiles
Paint Touch-Up 2 29-Aug-24 02-Sep-24 Paint Touch-Up
Final Clean 2 02-Sep-24 04-Sep-24 Final Clean
Waxing 5 04-Sep-24 11-Sep-24 Waxing
Inspections & Closeout 33 08-Jul-24 A 02-Sep-24
Woodridge Elementary School Page 2 of 2
Proposed Cafeteria Roofing Replacement Schedule
September 3, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #031 – Geo Hydro Engineering Inspections
Dear Ryan:
Attached, please find our proposal to have third party structural inspector (Geo-Hydro Engineers) provide
inspection services to maintain the project schedule and meet the scheduled concrete pour dates for the
cooling tower. Prior to the involvement of Matrix on the project we had to use Geo-Hydro Engineering for
two (2) site visits to inspect the footing/reinforcing steel and to test the footing concrete/cooling tower
support wall concrete. After this, Matrix was involved in the project for the remaining inspections needed.
This Item of Change (I.O.C. 031) results in an added cost of $1,287 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Connor Smith – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 031
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description Geo-Hydro Engineering Inspections
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
18-10.700 Structural Steel 0 0 0
Geo Hydro Inspections 1 LS 0 0 1200.00 1,200
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 0 1,200
Payroll Taxes & Insurance 0
Sales Tax (8.00%) 0
TOTALS 0 0 1,200
Subcontractor General Liability Insurance 0 0 4
Pollution Insurance 0 0 1
Builder's Risk Insurance Premium 0 0 2
Management Software 0 0 3
Subcontractor Default Insurance 0 0 15
EVERGREEN MARKUP - - 61
GRAND TOTAL $1,287
Authorizing Signature: date:
Page 1 of 1
Michaela Ray
From: Connor Smith
Sent: Friday, June 21, 2024 3:21 PM
To: Ryan Fernandez (Operations)
Cc: Steve Hall; Michaela Ray; Paul Rozelle; Jeffrey Glasscho; Rykard Walworth; Brian Mitchell
Subject: RE: Woodridge Elementary School Renovations Proposal
Attachments: Woodridge Elementary School Renovations Proposal.pdf
Ryan,
As discussed on this, wanted to follow up with an email on this.
A ached is a proposal from Geo Hydro Engineers. Prior to Matrix’s involvement on the Woodridge ES project, we
needed to call in a few inspec ons for the reinforcing steel of the new cooling tower foo ngs and walls. In order to meet
our concrete pour dates, we reached out to Geo Hydro for an inspec on, that’s where the whole Matrix involvement
started, and we have been using Matrix ever since.
We used Geo Hydro for two (2) inspec ons and per their quote its $600 per visit so the total is $1,200. I just talked to
Geo Hydro, and they are going to send me an invoice for $1,200 so we can go ahead and get it processed on our end but
in the mean me, I will send over the formal IOC for this so it can be handled in our overall owner change order.
Please let me know if you have any ques ons or see any issues with this.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Connor Smith <csmith@evergreencorp.com>
Sent: Saturday, June 15, 2024 9:00 AM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>; Rykard Walworth
<rwalworth@evergreencorp.com>
Subject: Fwd: Woodridge Elementary School Renovations Proposal
Ryan,
Good morning. Please see the attached proposal we received from Geo Hydro for 3rd party special
inspections on Woodridge ES.
During the time we were pouring footings and walls for the new cooling tower, we didn't have Matrix
Engineering fully onboard yet therefore we reached out to Geo Hydro to help us with these inspections.
1
Geo Hydro came out twice for the cooling tower. We are now in communication with Matrix for
inspections but since we had Geo Hydro come twice, per this proposal it looks like they are $600/per
visit, so I assume $1,200 thus far.
Would you like us to use Geo Hydro on this project to help Matrix since they are on all these jobs or just
continue using Matrix on all of them? I would suspect we will get a bill from Geo Hydro for their previous
two visits.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Khahlil Williams <kwilliams@geohydro.com>
Sent: Friday, June 14, 2024 3:51 PM
To: Connor Smith <csmith@evergreencorp.com>
Subject: Woodridge Elementary School Renovations Proposal
Connor,
Please see the attached proposal. Let me know if you have any questions
Thanks,
Khahlil Williams
Project Manager
Geo-Hydro Engineers, Inc.
1000 Hurricane Shoals Road NE
Suite D-1200
Lawrenceville, Georgia 30043
678-377-2060 x 412
cell: 770-681-4906
kwilliams@geohydro.com
2
Mr. Connor Smith June 14, 2024
Evergreen Construction
3200 Cobb Galleria Parkway Suite 240
Atlanta, Georgia 30339
Proposal to Provide
Construction Materials Testing Services
Woodridge Elementary School Renovations
Geo-Hydro Proposal Number 241842.P0
Dear Mr. Smith:
Geo-Hydro Engineers appreciates the opportunity to provide you with this proposal to perform special
inspections services for the above referenced project. We have based this proposal on discussions with you
and on our experience with similar projects.
SCOPE OF WORK
Construction Materials Testing Services
Shallow Foundation Bearing Surface Evaluations
Our representative will be on site to perform foundation bearing surface testing. The foundation system
will consist of shallow foundations. Geo-Hydro’s recommended approach to the testing of shallow
foundation excavations bearing in soil is to perform hand auger and dynamic cone penetrometer testing at
select locations. We will perform these tests in accordance with the general guidelines established in ASTM
STP-399. If the required bearing capacity is not available based on our evaluations, remedial
recommendations will be provided in a timely manner so as not to unnecessarily delay the construction
process.
Observation of Reinforcing Steel
Our representatives will be present to observe that concrete reinforcing steel is in compliance with the
project documents for quantity, size, and location. Typically, our site representative will compare the as-
built condition of the reinforcing steel to the approved structural and shop drawings. If any discrepancies
are observed, they will be immediately brought to the attention of the field personnel so that appropriate
corrections can be implemented.
Concrete Testing
Geo-Hydro’s technicians will be present to sample and test structurally significant concrete. Typically, for
each sampling event we will perform physical tests to determine the slump, air content, and temperature,
and we will cast test cylinders for subsequent compressive strength testing. We will transport cylinders to
our laboratory for moist-curing and compressive strength testing which will be performed at the required
test interval. Please note that continuous monitoring of concrete placement is required to be in compliance
with the IBC.
Project Administration and Miscellaneous Consultation
We will provide our professional staff as necessary for project administration, data review and transmittal,
preparation of letters, attending meetings, etc.
400 Chastain Center Boulevard, Suite 430 • Kennesaw, Georgia 30144
o: 770.426.7100 • f: 770.426.5209 • www.geohydro.com
Woodridge Elementary School Renovations Atlanta, Georgia
Geo-Hydro Proposal Number 241842.P0
Limitations of Services
Our presence at the job site and our performance of construction materials testing must not be
construed as relieving the contractor of its responsibility to comply with the plans and
specifications.
Construction materials testing consists of a representative sampling of the construction materials.
One must not interpret the test results as a guarantee that the entire work product is represented by
the results.
Our services and any observations or recommendations we make must not be construed in any way
as relieving the contractor from his responsibilities relating to job site safety.
Our representatives do not have the authority to supervise the work nor to direct the contractor's
personnel.
FEE
Based on our understanding of the scope of services requested for this project, we have included a budgetary
cost estimate for the following services summarized in the following table.
TASK COST ESTIMATE
$600.00 per trip
Special Inspections
(4 trips are anticipated)
There is no precise way of determining our final costs since they will depend on the actual construction
schedule, weather, and other factors beyond our control. Change orders, if any, will only be requested for
agreed upon additional scope items beyond what is anticipated in our cost breakdown.
*****
If this proposal is acceptable, please authorize our services by executing and returning the attached
acceptance sheet. We look forward to working with you on this project. Please contact us if you have any
questions.
Respectfully,
Geo-Hydro Engineers, Inc.
Khahlil Williams Michael C. Woody, P.E.
Project Manager CMT Manager
kwilliams@geohydro.com mwoody@geohydro.com
KMW/MCW/241842.P0 Woodridge Elementary School Renovations Proposal
June 14, 2024 | 2
AGREEMENT
Project Name: Woodridge Elementary School Renovations
Project Location: Atlanta, Georgia
Project Number: 241842.P0 Date: June 14, 2024
The Client, as identified and defined below, engages dGeo-Hydro Engineers, Inc. to provide the
services on the Project as detailed in the proposal previously provided to the Client, the terms of which
are incorporated herein and made a part of this Agreement. The general terms and conditions on the
following pages are likewise incorporated herein and are explicitly made part of this Agreement.
This Agreement is entered into this day of , between
Geo-Hydro Engineers, Inc. (“Consultant”) and
(“Client”).
GEO-HYDRO ENGINEERS, INC.
Client Firm Name
Signature of Authorized Agent Signature of Authorized Agent
Print Name Print Name
Title Title
Please complete information in box
Billing Entity Name_______________________________________________________
Individual to Receive Invoices ______________________________________________
Email address______________________________Phone No. _____________________
Street Address ___________________________________________________________
City and State: ___________________________________________________________
Page 1 of 4
Standard Agreement
TERMS AND CONDITIONS OF SERVICE
A. STANDARD OF CARE. (ii) HAZARDOUS SUBSTANCES.
Services under this contract will be performed by Consultant in Client agrees to advise Consultant, in writing, of any hazardous substances
accordance with that degree of care and skill ordinarily exercised under on or near the site within 24 hours after Client learns about the presence of
similar conditions by members of Consultant’s profession practicing such hazardous substances. In the event that test samples obtained contain
in the same locality. substances hazardous to health, safety, or the environment, these samples
shall remain the property of the Client. Likewise, any equipment which
B. CERTIFICATION. becomes contaminated and cannot be reasonably decontaminated shall
Consultant may employ sampling procedures during the course of the become the property and responsibility of Client. Such samples or equipment
work. Client acknowledges that such procedures indicate actual will be delivered to Client. Client agrees to pay transportation costs for
conditions only at the precise locations and elevations from which samples and equipment and the fair market value of such contaminated
samples were taken. Client further acknowledges that, in accordance equipment upon request. Exploratory activities may expose soil and/or
with the generally accepted construction practice, Consultant shall ground water considered to be hazardous by local and/or state and/or federal
make certain inferences based on the results of sampling and any agencies. Consultant agrees to contain such materials in a manner approved
related testing to form a professional opinion of conditions in areas by Consultant both during and at the completion of Consultant's field
beyond those from which samples were taken. Client acknowledges activities. Client understands and agrees that Client, and not Consultant, is
that despite proper implementation of sampling and testing procedures, responsible for the storage or disposal of hazardous materials or suspected
and despite proper interpretation of their results, Consultant cannot hazardous materials brought to the surface during Consultant's exploratory
guarantee the existence or absence of conditions which it may infer to activities.
exist. Client further acknowledges and agrees that Client shall not
cause any resolution of a dispute, including, but not limited to, (iii) DISCOVERY OF UNANTICIPATED HAZARDOUS
payment or settlement, contingent upon Consultant’s certification of MATERIALS.
certain conditions, without first receiving Consultant’s written Hazardous materials may exist at a site where there is no reason to believe
certification regarding those conditions. they could or should be present. Client agrees that the discovery of
unanticipated hazardous materials constitutes a changed condition
C. WARRANTIES. mandating a renegotiation of the scope of work or termination of services.
EXCEPT AS OTHERWISE EXPRESSLY SET FORTH HEREIN, Client also agrees that the discovery of unanticipated hazardous materials
CONSULTANT MAKES NO WARRANTIES, GUARANTEES, OR could make it necessary for Consultant to take immediate measures to protect
REPRESENTATIONS OF ANY KIND, EXPRESS OR IMPLIED, human health, safety, or the environment. Consultant agrees to notify Client
WITH RESPECT TO CONSULTANT’S WRITTEN REPORTS, as soon as practically possible should unanticipated hazardous materials or
FINDINGS, OPINIONS, OR SERVICES PROVIDED suspected hazardous materials be encountered. Client encourages Consultant
HEREUNDER, INCLUDING, WITHOUT LIMITATION, ANY to take any and all measures that in Consultant’s professional opinion are
IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS justified to preserve and protect the health and safety of Consultant’s
FOR A PARTICULAR PURPOSE. personnel, and Client agrees to compensate Consultant for the additional cost
of such work. In addition, Client waives any claim against Consultant, and
D. EXISTING CONDITIONS. agrees to indemnify, defend, and hold Consultant harmless from any claim
Client agrees that subsurface explorations and geotechnical or or liability for injury, loss or perceived loss arising from Consultant’s
environmental engineering evaluations are subject to naturally encountering of unanticipated hazardous materials or suspected hazardous
occurring and/or man-made soil and other conditions which cannot materials. Client acknowledges that discovery of hazardous materials or
always be discovered or anticipated and that a potential exists for such suspected hazardous materials may lead to a temporary or permanent
phenomena to impact the Project in ways for which Consultant cannot diminution of property value, and/or may cause delays in or otherwise affect
be responsible. Client shall disclose, at least 7 days before any completion of the real estate transaction Client now contemplates.
scheduled inspections by Consultant, the presence and location of all
known man-made or naturally occurring objects which could be E. AQUIFER CONTAMINATION.
affected by or affect field tests or borings to be performed by Subsurface sampling may result in unavoidable contamination of certain
Consultant. subsurface areas, as when a probe or boring device moves through a
contaminated area, linking it to an aquifer, underground stream, or other
Client acknowledges and agrees that Consultant has neither created nor hydrous body not previously contaminated and capable of spreading
contributed to the creation or existence of any irritant, pollutant, or hazardous materials off-site. Because nothing can be done to eliminate the
hazardous, radioactive, toxic, otherwise dangerous or harmful risk of such an occurrence, and when subsurface sampling is a part of the
substance that may exist at the site, or dangerous conditions resulting work which Consultant will perform on Client's behalf, Client hereby waives
therefrom. Client further acknowledges that Consultant’s sole role is any claim against Company, and agrees to defend, indemnify and hold
to provide a service intended to benefit Client and that Consultant is Consultant harmless from any claim or liability for injury or loss which may
performing no function at or association with the site that would arise as a result of alleged cross-contamination caused by sampling. Client
classify Consultant as a generator, disposer, treater, storer, coordinator, further agrees to compensate Consultant for any time spent or expenses
handler, or transporter of hazardous materials. incurred by Consultant in defense of such claim, including, but not limited
to, any attorneys’ fees and expenses incurred by Consultant, in accordance
(i) SAMPLING OR TEST LOCATION. with Consultant’s prevailing fee schedule and expense reimbursement
Unless otherwise stated, the fees in this proposal do not include costs policy.
associated with surveying of the site for the accurate horizontal and
vertical locations of tests. Field tests described in a report or shown on F. SAMPLES, DATA AND RECORDS.
sketches are based upon information furnished by others or estimates Consultant shall be the sole owner of any and all data gathered by
made in the field by Consultant’s representatives. Such dimensions, Consultants or reports prepared by Consultant. No entity or individual, other
depths or elevations should be considered as approximations unless than Consultant, its representatives, or Client, may use or rely upon any data
otherwise stated. collected by Consultant or reports prepared by Consultant. Except as
expressly set forth in this Agreement, Consultant and Client do not intend
the benefits of this Agreement, including, but not limited to, the samples,
data, and records created by Consultant, to inure to any third party, and
nothing contained herein shall be construed as creating any right, claim or
Page 2 of 4
Standard Agreement
cause of action in favor of any such third party, against either Consultant does not include review of the adequacy of the contractor's safety
Consultant or Client. measures in, on, adjacent to, or near the construction site.
Routine test specimens will be discarded immediately upon J. FREEDOM TO REPORT.
completion of tests. Consultant shall retain drilling samples of soil or It is contemplated that, during the course of this engagement, Consultant may
rock for a period of ninety (90) days following submission of be required to report on the past or current performance of others engaged or
Consultant’s report to Client. If Client requests a longer period of being considered for engagement directly or indirectly by Client and to
storage, Consultant will retain test specimens or drilling samples for render opinions and advice in that regard. Those about whom reports and
an agreed upon time period and fee. Records relating to services opinions are rendered may, as a consequence, initiate claims of libel or
hereunder shall be maintained by Consultant for at least three (3) years slander against Consultant and its present or former principals, officers,
following completion of Consultant’s services. shareholders, directors, agents, representatives, consultants, successors,
insurers, and attorneys (the “Consultant Representatives”). To help create an
G. ENTRY. atmosphere in which Consultant’s personnel feel free to express themselves
Client shall provide Consultant, its representatives, and equipment candidly, Client agrees (1) to waive any claim against the Consultant
with right of entry on to the Project site. Consultant will endeavor to Representatives and (2) to defend, indemnify, and hold harmless the
minimize damage to the land upon which the project is located, Consultant Representatives from any claim or liability for injury or loss
however Consultant shall not be under any duty or responsibility allegedly arising from professional opinions rendered by Consultant to
whatsoever to restore the Project site to its condition prior to Client or Client's agents, including, but not limited to, claims for slander or
performance of any tests or borings unless a separate agreement to do libel. Client further agrees to compensate the Consultant Representatives for
so is acknowledged in writing with Client. Unless otherwise indicated, any time spent or expenses incurred by the Consultant Representatives in
Consultant’s scope of service contains no provision for backfilling defense of any such claim, in accordance with Consultant prevailing fee
boreholes, test pits, or other exploration holes created to facilitate schedule and expense reimbursement policy. Client acknowledges that
testing. Client hereby acknowledges that, unless some other Client and/or Consultant may be required by local, state, and/or federal
arrangement is made in writing between Client and Consultant, statute and/or regulations to report the discovery of hazardous materials to a
Consultant cannot be held liable for any injuries or damages that may government agency, and that Consultant, when practical, will do so only after
occur for Consultant’s failure to perform services not included in the notifying Client. Client waives any cause of action, claim, suit, or demand
Proposal or this Agreement. Client further acknowledges that testing associated with Consultant’s compliance with its duties to report as required
operations may result in damage to certain landscaping or by local, state, and/or federal laws and regulations.
improvements, due to the tests themselves, disposal of cuttings or
ground water, movement of equipment, or due to other cause(s) that K. PAYMENT.
can commonly occur and are outside Consultant’s control. Consultant Client agrees to pay Consultant in full for all services provided by Consultant
will attempt to avoid causing damage, but Client understands and to Client. Time is of the essence regarding payment of Consultant’s invoices.
acknowledges that Consultant cannot guarantee damage will not occur Client's obligation to pay Consultant is not dependent upon Client's ability
and, accordingly, Client agrees to waive any claim against Consultant to obtain financing, approval of any governmental or regulatory agency, or
and to hold harmless, indemnify, and defend Consultant for any claim upon Client's successful completion of the Project. Consultant reserves the
alleging injury or damage as a consequence of unfilled exploration right to submit progress invoices to Client on a monthly basis and a final
holes on the site or any other disturbance to natural conditions of or invoice upon completion of Consultant’s work. Each invoice is due and
any improvements on the site. Any costs of such restoration shall be payable to Consultant, by Client, immediately upon presentation. All
added to our compensation pursuant to an agreed-upon price and terms amounts due to Consultant and not paid within thirty (30) days of the
set forth in a separate written agreement entered into between presentation of the invoice shall bear interest at the rate of eighteen percent
Consultant and Client. (18%) per annum (or the maximum permissible rate allowed by law) until
paid in full.
H. FIELD MONITORING AND TESTING.
Whenever Consultant’s personnel make on-site observations of If any obligation of Client hereunder is collected by legal proceeding,
materials and/or services provided by a contractor engaged by Client including, but not limited to, a demand letter, lawsuit, arbitration, and/or
(the “Contractor”), Client agrees that Consultant is not responsible for mediation, Client shall pay to Consultant, in addition to the amount due, all
the Contractor's means, methods, techniques, sequences or procedures Costs of Collection (as defined below), including, but not limited to, fifteen
of construction. Client acknowledges and agrees that the field services percent (15%) of the total amount due by Client to Consultant as reasonable
provided by Consultant shall not relieve the Contractor of his attorney's fees as well as all costs incurred by Consultant if the legal
responsibilities for performing the work in accordance with the plans proceeding does not result in a lawsuit or arbitration proceeding, and thirty
and specifications. The words "monitoring," "supervision," percent (30%) of the total amount due by Client to Consultant as reasonable
"inspection," or "control" mean the periodic observation of the work attorneys’ fees as well as all court costs incurred by Consultant if the legal
and the conducting of tests by Consultant to verify substantial proceeding results in a lawsuit or arbitration proceeding. "Costs of
compliance with the plans, specifications, and design concepts for the collection" shall include, but are not limited to, the hourly cost to Consultant
Project. Continuous or full-time monitoring does not mean that our for employee's time expended in collection efforts.
personnel are observing placement of all materials or that we assume
any responsibility or liability for placing or directing placement of L. TERMINATION.
materials. In the event that Client requests termination of the work prior to completion,
Consultant reserves the right to complete such analysis and records as are
I. SAFETY. necessary to place Consultant’s files in order and to complete a report on the
During the provision of observations or monitoring services at the job work performed to date. Client acknowledges and agrees that the amount of
site during construction, Client agrees that in accordance with the damages that Consultant will sustain in the event Client terminates this
generally accepted construction practice, the contractor will be solely Agreement prior to Consultant’s completion of its work required by the
and completely responsible for working conditions on the job site, proposal and this Agreement will be uncertain or difficult to ascertain. As
including safety of all persons and property during the performance of such, Client agrees that in the event Client terminates this Agreement prior
the work and compliance with OSHA regulations. These requirements to Consultant’s completion of the work required by the proposal and this
will apply continuously and are not limited to normal working hours. Agreement, Client shall be liable to Consultant for liquidated damages in the
Any monitoring of the contractor's procedures conducted by amount equal to thirty percent (30%) of all charges incurred as of the date of
Client’s termination of the Agreement (the “Liquidated Damages”). Client
Page 3 of 4
Standard Agreement
acknowledges and agrees that the foregoing Liquidated Damages do Confidential Information disclosed pursuant to this Agreement will not be
not represent a penalty, but rather, represent a good faith pre- used by the receiving party to generate revenues nor to create other
estimation by the parties of the damages that would be incurred by commercial arrangements without the prior written consent of the disclosing
Consultant. party.
M. PROFESSIONAL LIABILITY. Q. GOVERNING LAW; VENUE.
Client agrees that the liability of Consultant and its principals, officers, The validity of this Agreement and any of its terms or provisions, as well as
shareholders, directors, agents, representatives, consultants, the rights and duties of the parties to this Agreement, shall be governed and
successors, insurers, and attorneys, to Client due to any negligent construed by the laws of the State of Georgia, and Venue shall lie in the State
professional acts, errors or omissions, or breach of contract will be of Georgia, Cobb County, for all causes of action under this Agreement.
limited to an aggregate of $50,000.00 or Consultant’s total fee,
whichever is greater. If Client prefers to have higher limits of R. SEVERANCE; SURVIVAL.
professional liability, Consultant agrees to increase the limit up to a If any provision of this Agreement is held to be illegal, invalid or
maximum of the available professional liability insurance proceeds at unenforceable under any present or future law, and if the rights or obligations
the time of judgment or settlement upon Client's written request at the of any party hereto under this Agreement will not be materially and adversely
time of accepting Consultant’s proposal, providing that Client agrees affected thereby, (a) such provision will be fully severable, (b) this
to pay an additional consideration of ten percent of Consultant’s total Agreement will be construed and enforced as if such illegal, invalid, or
fee, or $500.00, whichever is greater. The additional charge for the unenforceable provision had never comprised a part hereof, (c) the remaining
higher liability limit is because of the greater risk assumed by provisions of this Agreement will remain in full force and effect and will not
Consultant and is not a charge for additional professional liability be affected by the illegal, invalid, or unenforceable provision or by its
insurance. severance here from and (d) in lieu of such illegal, invalid or unenforceable
provision, there will be added automatically as a part of this Agreement a
Consultant does not assume any responsibilities, duties, or obligations legal, valid, and enforceable provision as similar in terms to such illegal,
of Client or any other entity or individual. Consultant’s performance invalid, or unenforceable provision as may be possible.
shall not be considered to reduce, eliminate, abridge, or abrogate, any
responsibilities, duties, or obligations of any other party. Consultant is S. EXECUTION.
not responsible for the design or construction of the project or the This Agreement may be executed in counterparts, each of which shall be an
failure of any party to perform in accordance with the plans and original, but all of which shall together constitute one document. In the event
specifications for the Projects or any of Consultant’s recommendations one or more of the parties intends to sign and deliver this Agreement by
or instructions. facsimile transmission, “.pdf”, or “jpeg,” each party agrees that the delivery
of the Agreement by facsimile, “.pdf”, or “jpeg” shall have the same force
N. INDEMNIFICATION. and effect as delivery of original signatures, and each party may use such
Client shall indemnify and hold harmless Consultant and its officers, facsimile, “.pdf”, or “jpeg” signatures as evidence of the execution and
directors, agents, and employees from any loss, damage, or liability, delivery of the Agreement by all parties to the same extent that an original
including, but not limited to, Consultants’ attorneys’ fees and costs, signature could be used.
resulting from, relating to, or arising out of the following: (i)
subsurface conditions, damage to subsurface structures, whether T. REPRESENTATIONS.
owned by Client or any third party, the presence or location of which Client represents and warrants that it has full authority to enter into this
were not revealed to Consultant by Client in writing at least 7 days Agreement and to consummate the transactions contemplated herein, and
prior to the commencement of Consultant’s performance; (ii) any that this Agreement is not in conflict with any other Agreement to which
alleged cross-contamination caused by Consultant’s sampling; (iii) Client is a party or by which it may be bound.
unanticipated hazardous materials discovered during the course of
Consultant’s work; (iv) any damage to Consultant’s equipment or U. MISCELLANEOUS.
personnel as a result of actions engaged in by the Contractor; or (v) This instrument constitutes the entire agreement of the parties. There are no
any alleged aquifer cross-contamination caused by Consultant’s terms or conditions except those set forth herein. This Agreement may not
sampling. be modified, altered, or amended except in a subsequent written instrument
executed by each of the parties which refers to this Agreement and specifies
O. CONFIDENTIALITY. the amendment made. No waiver of any breach of this Agreement shall be
Consultant agrees to keep confidential and not to disclose to any deemed or considered a waiver of any other or subsequent breach. Paragraph
person or entity, other than Consultant’s principals and employees, any headings are used to facilitate reference to the various provisions and do not
data or information not previously known to and generated by affect the meaning or construction of any provision. This Agreement is
Consultant or furnished to Consultant and marked CONFIDENTIAL governed by the laws of the State of Georgia.
by Client (“Confidential Information”). These provisions shall not
apply to information in whatever form that is in the public domain, nor
shall it restrict Consultant from giving notices required by law or
complying with an order to provide information or data when such
order is issued by a court, administrative agency, arbitrator, or other
legitimate authority, or if disclosure is reasonably necessary for
Consultant to defend itself from any legal action or claim.
P. NON-CIRCUMVENTION.
Each party agrees that the information disclosed pursuant to this
Agreement, including, but not limited to, any Confidential
Information, will be used solely and exclusively for the purpose of
Consultant providing the services on the Project as detailed in the
proposal. Each party agrees that it shall not seek to circumvent the
other or make use of the other’s Confidential Information or trade
secrets, including, but not limited to, its relationships with any third-
party service providers to enhance their own business in any way. Any
Page 4 of 4
Standard Agreement
Footing Evaluation Report
Kennesaw Client: Project:
400 Chastain Center Boulevard
Suite 430 Evergreen Construction, Inc. 241842.10
Kennesaw, GA 30144 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Phone: (770) 4267100 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Representative: Khahlil Williams Activity Date: 05/31/2024
Weather: Sunny Temperature (F degrees): 7190
Drawing/Sheet Number(s): Structural Drawings
Design Bearing Pressure (psf): 1500
Location: Evaporative Cooler Support Foundation
Aspects Evaluated:
✔ Available Bearing Pressure ✔ Dimensions of Foundation Excavations ✔ Cleanliness of Excavations
GeoHydro representative observed the implementation of the recommended remedial measures:
Yes No ✔ No remedial measures were recommended.
Any loose or softened soils resulting from further construction activities or exposure to the elements must be
removed from the excavations just prior to concrete placement.
Discrepancy Observed:
Yes ✔ No
Footings were tested utilizing hand probing with a smooth small diameter steel rod and dynamic cone penetrometer testing (STP
399). Penetration resistance was evaluated in accordance with ASTM STP399. The penetration resistance is the number of
blows of a hammer weight 15 lbs. falling 20 inches to drive a 1.5 inch diameter cone 1.75 inches.
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 07/15/2024.
The results of this report relate only to the items inspected or tested on the date of this report. This report shall not Page 1 of 2
1
be reproduced, except in full, without the prior written approval of GeoHydro.
Reinforcing Steel Report
Kennesaw Client: Project:
400 Chastain Center Boulevard
Suite 430 Evergreen Construction, Inc. 241842.10
Kennesaw, GA 30144 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Phone: (770) 4267100 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Representative: Khahlil Williams Activity Date: 05/31/2024
Weather: Sunny Temperature (F degrees): 7190
Drawing/Sheet Number(s): Structural Drawings
Location of Reinforced Concrete Construction (Area of work completed):
Evaporative Cooler Support Foundation and Wall
Indicate inspected aspects:
✔ Size, grade, and number or spacing of bars
✔ Depth and cover of reinforcement
✔ Clearance between bars, including lap splices
✔ Stirrup/tie spacing and positioning in beams and columns
✔ Type and adequacy of supports
✔ Development and lap splice lengths
✔ Termination of reinforcement
✔ Reinforcement is free of ice, mud, and paint. Light rust is acceptable
✔ Securing of reinforcement
Mechanical and welded splices
Verified presence of embeds
Remarks: All reinforcing steel was installed in accordance with the structural drawings.
Discrepancy Observed:
Yes ✔ No
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 07/15/2024.
The results of this report relate only to the items inspected or tested on the date of this report. This report shall not Page 1 of 2
1
be reproduced, except in full, without the prior written approval of GeoHydro.
Report Date: 06/12/2024
Compressive Strength of Concrete Sample: 30880
Test Method: ASTM C 39
Kennesaw Client: Project:
400 Chastain Center Boulevard Evergreen Construction, Inc. 241842.10
Suite 430 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Kennesaw, GA 30144 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Phone: (770) 426-7100
Sample Details
Set #: 1 Technician: Ibrahim Amoussa Batched: 13:30 EDT
Specimen Size: 4" X 8" Cast By: Ibrahim Amoussa Sampled: 14:00 EDT
Specimens In Set: 5 Date Cast: 05/31/24 Cast: 14:05 EDT
Truck / Ticket #: 2132 / 9067144 Sampled From: Chute Truck Empty: 14:30 EDT
Contractor: Placement Method: Chute Placement Time: 60 (min)
Location
Placement Location: Building Exterior - Footing
Location Details: Cooler Support Footing
Sample Location / Notes: SW corner of footing
Batch Log Specifications
Supplier: Thomas Concrete Mix Design: 409.6 Strength: 4000 (psi)
On-Site Admixtures: None
Field Measurements
Weather: Sunny Slump (in): 5 (ASTM C143) Plastic Unit Weight: 145.6 (lb/ft³) (ASTM C138)
Air Temperature (F): 82 Concrete Temp (F): 84 (ASTM C1064) Air Content: 2.0 (ASTM C231)
Load Volume: 9.00 (yd³)
Lab Test Results
Testing Lab: Lawrenceville, 1000 Hurricane Shoals Rd, Suite D-1200, Lawrenceville, GA, 30043
Specimen Test Test Field / Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping
Number Age Days Date Cure Days Diameter (in) Area (in²) (lbs) (psi) Type Remark Method
1-1 7 06/07/24 4/3 3.99 12.50 55,511 4,440 2 U
1-2 28 06/28/24 4 / 24
1-3 28 06/28/24 4 / 24
1-4 28 06/28/24 4 / 24
1-5 28 H 06/28/24 4 / 24
Test Age Average Strengths (psi): 7 Day - 4440
Capping Methods
Tested By: Will Donaldson (1) U: Unbonded (ASTM C1231)
Checked In : 06/04/2024 (1,2,3,4,5)
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 06/12/2024.
Geo-Hydro complies with the following applicable ASTM standards: C511, C172, C1064, C143, C231, C173, C138, C109, C1019, Page 1 of 1
C39,C780, C78, C42, C617, C1231. The results of this report relate only to the items inspected or tested on the date of this report.
This report shall not be reproduced, except in full, without the prior written approval of Geo-Hydro.
Report Date: 06/12/2024
Compressive Strength of Concrete Sample: 30881
Test Method: ASTM C 39
Kennesaw Client: Project:
400 Chastain Center Boulevard Evergreen Construction, Inc. 241842.10
Suite 430 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Kennesaw, GA 30144 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Phone: (770) 426-7100
Sample Details
Set #: 2 Technician: Ibrahim Amoussa Batched: 08:00 EDT
Specimen Size: 4" X 8" Cast By: Ibrahim Amoussa Sampled: 09:00 EDT
Specimens In Set: 5 Date Cast: 06/03/24 Cast: 09:05 EDT
Truck / Ticket #: 2075 / 9067614 Sampled From: Chute Truck Empty: 09:30 EDT
Contractor: Placement Method: Chute Placement Time: 90 (min)
Location
Placement Location: Building Interior - Footing
Location Details: Stem wall for Cooler Support Footing
Sample Location / Notes: Sw corner of wall
Batch Log Specifications
Supplier: Thomas Concrete Mix Design: 409.6 Strength: 4000 (psi)
On-Site Admixtures: None
Field Measurements
Weather: Sunny Slump (in): 4 (ASTM C143) Plastic Unit Weight: 148.6 (lb/ft³) (ASTM C138)
Air Temperature (F): 70 Concrete Temp (F): 80 (ASTM C1064) Air Content: 3.0 (ASTM C231)
Load Volume: 6.00 (yd³)
Lab Test Results
Testing Lab: Lawrenceville, 1000 Hurricane Shoals Rd, Suite D-1200, Lawrenceville, GA, 30043
Specimen Test Test Field / Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping
Number Age Days Date Cure Days Diameter (in) Area (in²) (lbs) (psi) Type Remark Method
2-1 7 06/10/24 1/6 4.00 12.57 62,764 4,990 2 U
2-2 28 07/01/24 1 / 27
2-3 28 07/01/24 1 / 27
2-4 28 07/01/24 1 / 27
2-5 28 H 07/01/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 4990
Capping Methods
Tested By: Will Donaldson (1) U: Unbonded (ASTM C1231)
Checked In : 06/04/2024 (1,2,3,4,5)
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 06/12/2024.
Geo-Hydro complies with the following applicable ASTM standards: C511, C172, C1064, C143, C231, C173, C138, C109, C1019, Page 1 of 1
C39,C780, C78, C42, C617, C1231. The results of this report relate only to the items inspected or tested on the date of this report.
This report shall not be reproduced, except in full, without the prior written approval of Geo-Hydro.
Report Date: 07/02/2024
Compressive Strength of Concrete Sample: 30880
Test Method: ASTM C 39
Kennesaw Client: Project:
400 Chastain Center Boulevard Evergreen Construction, Inc. 241842.10
Suite 430 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Kennesaw, GA 30144 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Phone: (770) 426-7100
Sample Details
Set #: 1 Technician: Ibrahim Amoussa Batched: 13:30 EDT
Specimen Size: 4" X 8" Cast By: Ibrahim Amoussa Sampled: 14:00 EDT
Specimens In Set: 5 Date Cast: 05/31/24 Cast: 14:05 EDT
Truck / Ticket #: 2132 / 9067144 Sampled From: Chute Truck Empty: 14:30 EDT
Contractor: Placement Method: Chute Placement Time: 60 (min)
Location
Placement Location: Building Exterior - Footing
Location Details: Cooler Support Footing
Sample Location / Notes: SW corner of footing
Batch Log Specifications
Supplier: Thomas Concrete Mix Design: 409.6 Strength: 4000 (psi)
On-Site Admixtures: None
Field Measurements
Weather: Sunny Slump (in): 5 (ASTM C143) Plastic Unit Weight: 145.6 (lb/ft³) (ASTM C138)
Air Temperature (F): 82 Concrete Temp (F): 84 (ASTM C1064) Air Content: 2.0 (ASTM C231)
Load Volume: 9.00 (yd³)
Lab Test Results
Testing Lab: Lawrenceville, 1000 Hurricane Shoals Rd, Suite D-1200, Lawrenceville, GA, 30043
Specimen Test Test Field / Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping
Number Age Days Date Cure Days Diameter (in) Area (in²) (lbs) (psi) Type Remark Method
1-1 7 06/07/24 4/3 3.99 12.50 55,511 4,440 2 U
1-2 28 06/28/24 4 / 24 4.00 12.57 63,988 5,090 2 U
1-3 28 06/28/24 4 / 24 4.00 12.57 66,749 5,310 2 U
1-4 28 06/28/24 4 / 24 4.00 12.57 70,505 5,610 2 U
1-5 28 H 06/28/24 4 / 24
Test Age Average Strengths (psi): 7 Day - 4440, 28 Day - 5340
Capping Methods
Tested By: Will Donaldson (1,2,3,4,5) U: Unbonded (ASTM C1231)
Checked In : 06/04/2024 (1,2,3,4,5)
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 07/02/2024.
Geo-Hydro complies with the following applicable ASTM standards: C511, C172, C1064, C143, C231, C173, C138, C109, C1019, Page 1 of 1
C39,C780, C78, C42, C617, C1231. The results of this report relate only to the items inspected or tested on the date of this report.
This report shall not be reproduced, except in full, without the prior written approval of Geo-Hydro.
Report Date: 07/02/2024
Compressive Strength of Concrete Sample: 30881
Test Method: ASTM C 39
Kennesaw Client: Project:
400 Chastain Center Boulevard Evergreen Construction, Inc. 241842.10
Suite 430 3200 Cobb Galleria Parkway Woodridge Elementary School Renovations
Kennesaw, GA 30144 Suite 240 4120 Cedar Trail
Atlanta, GA 30339 Stone Mountain, GA
Phone: (770) 426-7100
Sample Details
Set #: 2 Technician: Ibrahim Amoussa Batched: 08:00 EDT
Specimen Size: 4" X 8" Cast By: Ibrahim Amoussa Sampled: 09:00 EDT
Specimens In Set: 5 Date Cast: 06/03/24 Cast: 09:05 EDT
Truck / Ticket #: 2075 / 9067614 Sampled From: Chute Truck Empty: 09:30 EDT
Contractor: Placement Method: Chute Placement Time: 90 (min)
Location
Placement Location: Building Interior - Footing
Location Details: Stem wall for Cooler Support Footing
Sample Location / Notes: Sw corner of wall
Batch Log Specifications
Supplier: Thomas Concrete Mix Design: 409.6 Strength: 4000 (psi)
On-Site Admixtures: None
Field Measurements
Weather: Sunny Slump (in): 4 (ASTM C143) Plastic Unit Weight: 148.6 (lb/ft³) (ASTM C138)
Air Temperature (F): 70 Concrete Temp (F): 80 (ASTM C1064) Air Content: 3.0 (ASTM C231)
Load Volume: 6.00 (yd³)
Lab Test Results
Testing Lab: Lawrenceville, 1000 Hurricane Shoals Rd, Suite D-1200, Lawrenceville, GA, 30043
Specimen Test Test Field / Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping
Number Age Days Date Cure Days Diameter (in) Area (in²) (lbs) (psi) Type Remark Method
2-1 7 06/10/24 1/6 4.00 12.57 62,764 4,990 2 U
2-2 28 07/01/24 1 / 27 4.00 12.57 72,858 5,800 2 U
2-3 28 07/01/24 1 / 27 4.00 12.57 70,355 5,600 2 U
2-4 28 07/01/24 1 / 27 4.00 12.57 76,151 6,060 2 U
2-5 28 H 07/01/24 1 / 27
Test Age Average Strengths (psi): 7 Day - 4990, 28 Day - 5820
Capping Methods
Tested By: Will Donaldson (1,2,3,4,5) U: Unbonded (ASTM C1231)
Checked In : 06/04/2024 (1,2,3,4,5)
This Report has been accepted by the
following Geo-Hydro staff member, Khahlil
Williams on 07/02/2024.
Geo-Hydro complies with the following applicable ASTM standards: C511, C172, C1064, C143, C231, C173, C138, C109, C1019, Page 1 of 1
C39,C780, C78, C42, C617, C1231. The results of this report relate only to the items inspected or tested on the date of this report.
This report shall not be reproduced, except in full, without the prior written approval of Geo-Hydro.
Invoice Geo-Hydro Engineers, Inc.
Kennesaw Office
Kennesaw, GA 30144
Phone: 770.426.7100
June 30, 2024
Project No: 241842.10
Connor Smith Invoice No: 84010
Evergreen Construction, Inc.
3200 Cobb Galleria Parkway
Suite 240
Atlanta, GA 30339
Project 241842.10 Woodridge Elementary School Renovations
Professional Services from June 01, 2024 to June 30, 2024
Service 1000 Construction Materials Testing
Additional Fees
2 Trips @ $600/each 1,200.00
Total Additional Fees 1,200.00 1,200.00
Total this Service $1,200.00
Total This Invoice $1,200.00
Payment Terms: Net 10 days 1.50% per month charge on unpaid balance after 30 days.
If you would like to pay via ACH, with no administrative fee
please click the following secure link: https://collectcheckout.com/r/glj8j
If you would like to pay via Credit Card, with a 3% administrative fee
please click the following secure link: https://quickclick.com/r/bovy5
Remit To:
Geo-Hydro Engineers, Inc.
400 Chastain Center Blvd, Suite 430
Kennesaw, GA 30144
Phone: 770.426.7100
Connor Smith
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Monday, July 22, 2024 11:00 AM
To: Connor Smith
Cc: Michaela Ray; Ryan Fernandez (Operations); Steve Hall
Subject: RE: Woodridge ES - IOC #032R1 - Abatement Reconciliation per Unit Rates From IOC #
010
We reviewed the proposal and it appears reasonable.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, July 17, 2024 5:15 PM
To: Brian Mitchell <brianmitchell@coopercarry.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Steve
Hall <shall@evergreencorp.com>
Subject: Woodridge ES - IOC #032R1 - Abatement Reconciliation per Unit Rates From IOC #010
Brian,
A ached, please find the revised IOC #032R1 - Abatement Reconcilia on per Unit Rates From IOC #010. This IOC now
included all the applicable backup for the RT/OT hours worked by both the supervisors and workers.
Please review and let me know if you have any other ques ons.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
1
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Tuesday, July 16, 2024 1:24 PM
To: Connor Smith <csmith@evergreencorp.com>
Cc: Michaela Ray <mray@evergreencorp.com>
Subject: RE: Woodridge ES - IOC #032 - Abatement Reconciliation per Unit Rates From IOC #010
Connor,
I reviewed the back-up, and I calculated 199 regular and 40 over me hours. You don’t break down between supervisor
and worker, but the hours you show are quite a bit less then what is being billed (240R & 215 OT). Please review and
provide addi onal informa on or adjust the IOC to match the mesheets.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Thursday, July 11, 2024 1:53 PM
To: Brian Mitchell <brianmitchell@coopercarry.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>
Subject: RE: Woodridge ES - IOC #032 - Abatement Reconciliation per Unit Rates From IOC #010
Brian,
Good a ernoon. Wanted to get back to you with the addi onal backup you requested. See a ached IOC with the
addi onal informa on you requested. Our field teams did a great job of tracking the manhours worked during the
abatement process within their daily reports. As you can see from the reports, we worked more hours than what you
noted below.
Please let me know if you have any other ques ons.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
2
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Thursday, July 11, 2024 8:32 AM
To: Connor Smith <csmith@evergreencorp.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>
Subject: RE: Woodridge ES - IOC #032 - Abatement Reconciliation per Unit Rates From IOC #010
Connor,
I have some ques ons about the amount of me being billed for. Were they really on site working for almost 7
days? 158 hours is 6.5 days. Since this is being billed as me and material I would like to see me sheets to verify the
hours being billed.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, July 10, 2024 11:30 PM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Steve Hall <shall@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>
Subject: Woodridge ES - IOC #032 - Abatement Reconciliation per Unit Rates From IOC #010
Ryan,
A ached, please find IOC #032 - Abatement Reconcilia on per Unit Rates From IOC #010 for Woodridge ES for your
review and approval.
If you have any ques ons, please let me know.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
3
July 17, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #032R1 – Abatement Reconciliation Per Unit Rates from IOC #010
Dear Ryan:
Enclosed, please find our proposal to reconcile the asbestos abatement scope of work per the agreed upon
unit rates submitted within IOC #010.
The following are the unit rates that were applied to the asbestos containing materials and associated scope
of work.
- Mobilizations/demobilization: $1,500.00 Per mobilization.
- AHERA Asbestos Supervisor regular time: $54.00 per hr.
- AHERA Asbestos Supervisor overtime: $76.00 per hr.
- AHERA Asbestos Worker regular time: $44.00 per hr.
- AHERA Asbestos Worker overtime: $61.00 per hr.
- EPD notification fees: $1,500.00 per School.
- Air scrubber 2,000 cfm: $100.00 per day.
- Airless sprayer: $100.00 per day
- HEPA Vacuum: $100.00 per day
- ACM disposal in approved land field: $70.00 per c/y.
- Consumable materials: Cost + 10%
- Rental equipment: Cost + 10%
This Item of Change (I.O.C. 032R1) results in an added cost of $43,368 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen Construction
Michaela Ray – Evergreen Construction
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 032R1
Location: 4120 Cedar Ridge Trail, Stone Mountain, GA 30083 Date: 7/17/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description ABATEMENT RECONCILIATION PER UNIT RATES FROM IOC #010
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
18-20.100 ABATEMENT 1 LS 0 0 32590.00 32,590
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 500 SF 0.5 250 0.75 375 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 1 PULL 985 985 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 32 MHR 0 110 3,520 0
01-99.300 MANAGERIAL PROCESSING 7 MHR 0 95 665 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 1,235 4,560 32,590
Payroll Taxes & Insurance 1,610
Sales Tax (8.00%) 99
TOTALS 1,334 6,170 32,590
Subcontractor General Liability Insurance 5 21 111
Pollution Insurance 1 5 28
Builder's Risk Insurance Premium 2 10 51
Management Software 3 15 79
Subcontractor Default Insurance 17 79 417
EVERGREEN MARKUP 136 630 1,664
GRAND TOTAL $43,368
Authorizing Signature: date:
Page 1 of 1
Woodridge Elementary School
Abatement Reconciliation
Date Supervisor RT Hrs Supervisor OT Hrs Worker RT Hrs Worker OT Hours
Friday, May 24th 0 0 16 0
Saturday, May 25th 0 10 0 70
Sunday, May 26th 0 8 0 56
Tuesday, May 28th 8 2 48 12
Wednesday, May 29th 8 2 32 8
Thursday, May 30th 8 2 32 8
Friday, May 31st 8 2 32 8
Saturday, June 1st 0 8 0 32
TOTALS 32 34 160 194
FOR REFERENCE ONLY
May 7, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC 010 – Abatement Unit Rates Associated with ACM Reports Provided By DCSD
Dear Ryan:
As you are aware, based on the ACM reports provided by DCSD dated January 31, 2014, some of the
existing equipment and infrastructure necessary to demolish as part of the HVAC replacement scope of
work will be asbestos containing materials. With the building occupied, a specific ACM survey to quantify
the materials would be very difficult to perform. Further, until the existing ceilings are demolished, we are
unable to identify all items that may need to be handled as ACM. Therefore, to not hold up the renovation
schedule, we are providing unit rates to properly remove potential ACM materials throughout the building:
The following are unit rates for anticipated potential asbestos containing materials and associated scope of
work. Please note that this may not be all inclusive of necessary applicable costs associated with the added
abatement scope of work:
- Mobilizations/demobilization: $1,500.00 Per mobilization.
- AHERA Asbestos Supervisor regular time: $54.00 per hr.
- AHERA Asbestos Supervisor overtime: $76.00 per hr.
- AHERA Asbestos Worker regular time: $44.00 per hr.
- AHERA Asbestos Worker overtime: $61.00 per hr.
- EPD notification fees: $1,500.00 per School.
- Air scrubber 2,000 cfm: $100.00 per day.
- Airless sprayer: $100.00 per day
- HEPA Vacuum: $100.00 per day
- ACM disposal in approved land field: $70.00 per c/y.
- Consumable materials: Cost + 10%
- Rental equipment: Cost + 10%
This Item of Change (I.O.C. 010) sets unit rates for asbestos abatement. Once work is complete, a final
cost will be applied based on the above unit rates and quantity of materials abated. Attached is all relevant
back-up pricing documentation for your review. Please note that abatement of asbestos containing
materials was not considered with the original project schedule. Therefore, any additional time impacts
associated with asbestos removal will be assessed with the final pricing IOC once this work is completed.
Please note that we reserve the right to request additional time due to these unforeseen conditions.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6544.
Sincerely:
Steve Hall
Senior Project Manager
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
Friday
2 Workers = 16 RT hours
Friday
2 Workers = 16 RT hours
Saturday
1 Supervisor = 10 OT hours
7 Workers = 70 OT hours
Saturday
1 Supervisor = 10 OT hours
7 Workers = 70 OT hours
Sunday
1 Supervisor = 8 OT hours
7 Workers = 56 OT hours
Sunday
1 Supervisor = 8 OT hours
7 Workers = 56 OT hours
Tuesday
1 Supervisor = 8 RT hours
2 OT hours
6 Workers = 48 RT hours
12 OT hours
Tuesday
1 Supervisor = 8 RT hours
2 OT hours
6 Workers = 48 RT hours
12 OT hours
Wednesday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Wednesday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Thursday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Thursday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Friday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Friday
1 Supervisor = 8 RT hours
2 OT hours
4 Workers = 32 RT hours
8 OT hours
Saturday
1 Supervisor = 8 OT hours
4 Workers = 32 OT hours
Saturday
1 Supervisor = 8 OT hours
4 Workers = 32 OT hours
BP #6888-44
July 17, 2024
Steve Hall
shall@evergreencorp.com
Evergreen Construction
Reference Project: T&M – ACM Abatement for Woodridge Elementary School.
Time and Material unit price for ACM abatement at above reference Schools, located in DeKalb
County, per ACM survey provided by Evergreen General Contractor.
• 1 Mobilization/Demobilization. @ $1,500.00 Per mob. $ 1,500.00
• 32 Hrs. AHERA Asb. Supervisor R/T @ $54.00 per hr. $ 1,728.00
• 34 Hrs. AHERA Asb. Supervisor O/T @ $76.00 per hr. $ 2,584.00
• 160 Hrs. AHERA Asb. Worker R/T @ $44.00 per hr. $ 7,040.00
• 194 Hrs. AHERA Asb. Worker O/T @$61.00 per hr. $ 11,834.00
• 1 EPD notification fees: @ $1,500.00 per School. $ 1,500.00
• N/A Air scrubber 2,000 cfm: @ $100.00 per day. N/A
• 1 Airless sprayer x 7 days @ $100.00 per day. $700.00
• 1 HEPA Vacuum x 7 days @ $100.00 per day. $700.00
• 30 c/y ACM dumpster @$70.00 per c/y. $2,100.00
• Consumable materials cost $2,640.00 + 10% $2,904.00
• Rental equipment N/A Cost + 10% N/A
Total T&M - ACM Abatement for Woodridge Elementary School Price. $32,590.00
**This document is to serve as bid proposal only**
All the aforementioned work to be completed in a workmanlike manner according to standard practices for the sums
as stated above, plus all salvage materials, payable in full immediately upon completion of all above described work.
Any balance payable over thirty (30) days will earn interest at the rate of one and one-half (1-1/2%) per month until
paid.
All Morley Environmental Inc. personnel and supervisors are trained, certified, and licensed to perform water
damage restoration services, asbestos and lead based paint abatement and selective interior demolition work.
Morley Environmental Inc. is licensed asbestos and lead based paint contractor in the State of Georgia. Morley
Environmental, Inc. is a 100% Woman Business Entity.
MORLEY ENVIRONMENTAL, INC.
7560 Industrial Court, Alpharetta, GA 30004
770-569-1100 fax: 770-569-9552
Page 2
Furnish all necessary permits, licenses, and insurance in the limits of:
(A) Comprehensive General Liability / Asbestos Abatement
$1,000,000 Combined Single Limit
for Property Damage and Bodily Injury
(B) Comprehensive Automobile Liability
$1,000,000 Combined Single Limit
Bodily Injury and Property Damage
(C) Workers Compensation and Employers’ Liability
$1,000,000 E.L. Each Accident
$1,000,000 E.L. Disease – Each Employee
$1,000,000 C.L. Disease – Policy Limit
(D) Excess Liability
$5,000,000 Each Occurrence
$5,000,000 Aggregate
All alterations or deviations from the above specifications shall be accomplished only upon written change orders
therefor. In the event, however, an alteration or deviation is made on the job at the request of the owner which
involves extra costs of materials or labor, owner agrees to pay such extra costs in addition to the sum specified
herein.
By acceptance of this proposal, addressee warrants that he/it is the owner of the premises and all the contents located
therein or thereon at the time work is to commence, or has a valid contract including the operations to be performed
hereunder and that he/it has authority to enter into this contract. Addressee agrees to indemnify and save harmless
Morley Environmental from all damages it may suffer, including legal expenses as a result of any breach of such
warranty and from any and all claims for trespass on the premises or for destruction, loss or removal of any
properties of others located in the premises.
This proposal is valid for thirty (30) days.
Sincerely,
Myron Patterson
If you are in agreement with the terms and conditions mentioned above, please accept this proposal for subject job
by signing and returning a copy to us for our files.
ACCEPTED: _______________________________
Signature
Date: _________________________ _______________________________
Type Name & Title
MORLEY ENVIRONMENTAL, INC.
7560 Industrial Court, Alpharetta, GA 30004
770-569-1100 fax: 770-569-9552
September 3, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #033 – Damaged Materials & Rework Due to Roof Patching
Dear Ryan:
Attached, please find our proposal for removing, replacing and reinstalling several Type A2 light fixtures
due to damages and the precautionary of avoiding future damages as a result of the roofing repairs that
took place around the media center and adjacent classrooms and corridors.
This Item of Change (I.O.C. 033) results in an added cost of $3,223 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 033
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description DAMAGED MATERIALS & REWORK DUE TO ROOF PATCHING
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16.99.100 Electrical 0 0 0
Removal & Replace four (4) Type A2 Light Fixtures in rooms #911 and #920 due to roof repairs 1 LS 0 0 871.00 871
0 0 0
16.99.100 Electrical 0 0 0
Removal & Reinstalling Type A2 Light Fixtures in misc classrooms & corridors due to roof repairs 1 LS 0 0 1086.00 1,086
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 5 MHR 0 110 550 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 740 1,957
Payroll Taxes & Insurance 261
Sales Tax (8.00%) 0
TOTALS 0 1,001 1,957
Subcontractor General Liability Insurance 0 3 7
Pollution Insurance 0 1 2
Builder's Risk Insurance Premium 0 2 3
Management Software 0 2 5
Subcontractor Default Insurance 0 13 25
EVERGREEN MARKUP - 102 100
GRAND TOTAL $3,223
Authorizing Signature: date:
Page 1 of 1
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
June 26, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 5, Damaged Light Fixtures
Dear Steve,
As requested, we have priced the cost involved with replacing the light fixtures that were damaged when the
ceilings caved in; the cost to incorporate this work into our scope is $871.00; this pricing is based on the
following:
BREAKDOWN:
$ 429.10 – Labor
320.00 – Material
25.60 – Sales Tax
9.60 – Expense
87.14 – Ohd & Profit
$ 871.00 – Total
QUALIFICATIONS:
1) This COR includes removing and replacing (4) Type “A2” Light Fixtures in rooms 911 and 920 that were
damaged when the ceilings caved in.
2) This price includes the (4) light fixtures damaged to date, if any additional light fixtures are damaged in
the future, we will submit pricing under a separate COR.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea Note: This Change Order Request, COR, may be withdrawn
if not accepted within 30 days. In addition, this COR is based
on prices for electrical materials as of the date of this COR.
Vice President Due to erratic and possible rapid increases of electrical
materials, this COR may increase in price prior to the receipt
of a written notice to proceed.
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 8, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 14, Type A2 Fixtures
Dear Steve,
As requested, we have priced the cost for the additional work involved with Removing and Reinstalling the
Type A2 Fixtures; the cost to incorporate this work into our scope is $1,086.00; this pricing is based on the
following:
BREAKDOWN:
$ 977.06 – Labor
0.00 – Material
0.00 – Sales Tax
0.00 – Expense
108.55 – Ohd & Profit
$ 1,086.00 – Total
QUALIFICATIONS:
1) This COR includes Removing and Reinstalling Type A2 Fixtures in Miscellaneous Rooms and Corridors;
this was due to the Roof Structure Repairs.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
July 26, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #034 – DCSD Low Voltage Support Recabling
Dear Ryan:
Attached, please find our proposal at the request of the electrical inspector to have all the existing low
voltage data cables in the building currently below ceilings and laying on ceiling grid to be supported and
resuspended from the above structure. This cost includes ICN supporting all low voltage cables in
classrooms and hallways. This cost also includes ICN reinstalling the wireless access points (AP’s) and
reinstalling the cameras.
This Item of Change (I.O.C. 034) results in an added cost of $18,138 to our current contract value. Attached
is a detailed breakdown of this change that provides backup for the supporting of existing low voltage
cabling above ceiling.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen Construction
Michaela Ray – Evergreen Construction
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 034
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 7/26/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description DCSD LOW VOLTAGE SUPPORT RECABLING
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
18-10.800 LOW VOLTAGE 0 0 0
Existing Cable Supports 1 LS 0 0 14225.00 14,225
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 8 MHR 0 25 200 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 12 MHR 0 110 1,320 0
01-99.300 MANAGERIAL PROCESSING 4 MHR 0 95 380 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 1,900 14,225
Payroll Taxes & Insurance 671
Sales Tax (8.00%) 0
TOTALS 0 2,571 14,225
Subcontractor General Liability Insurance 0 9 48
Pollution Insurance 0 2 12
Builder's Risk Insurance Premium 0 4 22
Management Software 0 6 34
Subcontractor Default Insurance 0 33 182
EVERGREEN MARKUP - 263 726
GRAND TOTAL $18,138
Authorizing Signature: date:
Page 1 of 1
Connor Smith
From: O Sams <osams@icnpros.com>
Sent: Thursday, July 11, 2024 4:34 PM
To: Connor Smith
Cc: Michaela Ray; Yvonne Agim (Information Technology); MARGARET FRANCOIS (INFO
SYS-DISTRICT); Ryan Fernandez (Operations); Melissa Sims (Information Technology);
Natalie Terrell (Information Technology); Steve Hall; Kelly B; Roberta; Richard Boyd
(Dept-Plant Services); Brian Albanese (Operations); Kris Rozelle; Paul Rozelle; Kevin
Rozelle; Jeffrey Glasscho
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Thank you for the clarification.
I will check on chestnut and we have a few items at Woodridge they want me to take care of.
Thanks again
Get Outlook for iOS
From: Connor Smith <csmith@evergreencorp.com>
Sent: Thursday, July 11, 2024 4:28:47 PM
To: O Sams <osams@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Roberta <robertaw@icnpros.com>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul
Rozelle <prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Otis,
Sorry for the confusion, didn’t mean re-cabling. Meant the supporting of the existing cables and removal of abandoned
cables.
Understood on the ceiling grids in the corridors. We are activating working on it with ceiling coverup inspections.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
1
From: O Sams <osams@icnpros.com>
Sent: Thursday, July 11, 2024 4:26 PM
To: Connor Smith <csmith@evergreencorp.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Roberta <robertaw@icnpros.com>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul
Rozelle <prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
There's no re-cabling going in to these schools at this time
Can not complete re-installing the Aps and Cameras until all the grids are in place.
Should be okay in the classrooms for all three schools and a portion of the hallways .
Get Outlook for iOS
From: Connor Smith <csmith@evergreencorp.com>
Sent: Thursday, July 11, 2024 4:03:00 PM
To: O Sams <osams@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Roberta <robertaw@icnpros.com>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul
Rozelle <prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Otis,
Good afternoon. Thank you for this update below yesterday. Can you please confirm you will be completely done with
all low voltage data re-cabling by COB tomorrow, July 12th?
Please let us know if and how we can help if there are any loss ends.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
2
From: O Sams <osams@icnpros.com>
Sent: Wednesday, July 10, 2024 12:57 PM
To: Connor Smith <csmith@evergreencorp.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Roberta <robertaw@icnpros.com>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul
Rozelle <prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Conner
Woodridge ES
Classroom cabling is supported, and the APs are in place in the classrooms only with the exception of
two of the Ap's which have broken ceiling grid clips. I had told the GC that I should be able to locate two
extra grid clips from the office. He had stated that he will give me a heads up on the hallway grids for the
placement of the ap's and cameras . He also stated that there may be a few other devices i may have
remove or secure in the ceiling.
Laurel Ridge ES
Classroom cabling is supported, and the APs are in place in the classrooms and the back hallway Ap's
are attached to the grid. Front hallway and left hallway cabling supported, and half of the right hallway is
supported. The GC has a few minor devices that he wanted us to remove with its cabling.
Chestnut ES
Classroom cabling is supported, and the APs are in place in the classrooms 2/3 of the hallway cabling is
dressed and supported. The newly installed cabling for the AC units hanging down by the doors are
coiled up for future termination. The GC has a few minor devices that he wanted us to remove with its
cabling.
Thanks,
3
Otis Sams
Design Engineer
ICN--Integrated Communication Networks, Inc
5108 Minola Drive,
Lithonia, Georgia 30038
Tel: 470-545-5425
Cel: 678-300-3861
Fax: 470-545-5464
e-mail: osams@icnpros.com
e-mail: icnotis@gmail.com
website: www.icnpros.com
Sent from Mail for Windows
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, July 10, 2024 11:48 AM
To: O Sams <osams@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Otis,
Good afternoon. Want to see if you could provide me and the DCSD IT department copied on this email an update
on all the recabling for these schools?
From our previous discussions we were expecting all recabling to be completed by Monday of this week and we
are two days past this now and I don’t believe we are 100% complete yet.
Can you please give us a percentage complete for these three (3) schools and tell me how much more time you
have left.
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
4
From: Connor Smith
Sent: Wednesday, July 3, 2024 6:21 PM
To: Otis Sams <osams@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
<Margaret_Francois@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa
Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Kelly B <kelly.b@icnpros.com>;
Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>; Kris Rozelle <krozelle@evergreencorp.com>; Paul Rozelle
<prozelle@evergreencorp.com>; Kevin Rozelle <kprozelle@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Otis,
Good evening. Thank you for taking the time to walk these 3 jobs with us and DeKalb County IT today. I think they were
very productive walks and helped everyone understand the necessary work that needs to take place.
From our discussions you will have a crew at each of the three jobs this Friday, Saturday, and Monday (07/08) to support
the existing low voltage data cabling in the building by removing it off the ceiling grid and suspending it with J-hooks and
removing any existing data cabling that is deemed abandoned.
As discussed, I wanted to be sure you had the points of contact for the trades working in these buildings that have new
cabling (fire alarm or HVAC controls) or existing wires to remain for access controls/ security and intercom. Below are
the contacts for Johnson Controls (Fire Alarm), SWC (Intercom) and Convergint (Access Controls/Security).
Please let me know if you have any questions or need anything else in the meantime.
Have a nice 4th of July.
Johnson Controls
a. Royce Varnom
b. royce.jonathan.varnom@jci.com
c. Cell: 404-673-0445
SWC
a. Ryan Huffman
b. ryan.huffman@swc.net
c. Cell: 770-361-7337
Convergint
a. Brian Sturdevant
b. bj.sturdevant@convergint.com
c. Cell: 678-977-0790
Thank you,
5
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: MARGARET FRANCOIS (INFO SYS-DISTRICT) <Margaret_Francois@dekalbschoolsga.org>
Sent: Wednesday, July 3, 2024 10:53 AM
To: Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>; Connor Smith
<csmith@evergreencorp.com>; Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Steve
Hall <shall@evergreencorp.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard Boyd
(Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>; Otis Sams <osams@icnpros.com>; Kelly B <kelly.b@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Thank you ~ I'll be at Chesnut ES at 4pm
Margaret C. François, IT Project Specialist
Division of Information & Instructional Technology\Project Management Office
William Bradley Bryant Center of Technology
2652 Lawrenceville Highway, Decatur, GA 30033
678.676.1217 | Desk
404.379.4797 | Mobile
678.676.1052 | Facsimile
Connect with DeKalb County Schools
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Confidentiality Notice: This message is intended exclusively for the individual or entity to which it is addressed and may contain information that is
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of the message.
From: Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>
Sent: Wednesday, July 3, 2024 10:46 AM
To: Connor Smith <csmith@evergreencorp.com>; Melissa Sims (Information Technology)
<Melissa_Sims@dekalbschoolsga.org>; Steve Hall <shall@evergreencorp.com>; Ryan Fernandez (Operations)
<C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Otis Sams <osams@icnpros.com>; Kelly B
<kelly.b@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>; MARGARET FRANCOIS (INFO SYS-DISTRICT)
6
<Margaret_Francois@dekalbschoolsga.org>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
...adding Margaret Francois. Thanks Connor
Maragaret: Please read the update below.
====================================================
Natalie Terrell, MS, PMP
Manager III, IT Project Management Office
(678) 676-1163 - office
(770) 652-8169 - district cell phone
natalie_d_terrell@dekalbschoolsga.org
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, July 3, 2024 10:33 AM
To: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Steve Hall
<shall@evergreencorp.com>; Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>; Ryan
Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services)
<richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>; Otis Sams
<osams@icnpros.com>; Kelly B <kelly.b@icnpros.com>
Cc: Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information Technology)
<Yvonne_Agim@dekalbschoolsga.org>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
All,
Just wanted to provide everyone with an updated plan on these meetings for today. I just spoke to Otis
with ICN as well to confirm this but right now we are planning to walk Laurel Ridge at 11:30 AM today,
head to Woodridge to walk that job at 12:30 PM and then go back to Chesnut this afternoon around 4:00
PM / 4:30 PM to handle Chesnut.
Please let me know if you have any questions.
Thank you,
Connor Smith | Project Manager
7
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
From: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>
Sent: Wednesday, July 3, 2024 10:24:51 AM
To: Steve Hall <shall@evergreencorp.com>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard
Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>; Otis Sams <osams@icnpros.com>; Kelly B <kelly.b@icnpros.com>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information
Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Hi everyone,
I just spoke live with Steve and he said we can move Woodridge ES up to 12:30 pm today.
Sincerely,
Melissa
From: Melissa Sims (Information Technology)
Sent: Wednesday, July 3, 2024 10:05 AM
To: Steve Hall <shall@evergreencorp.com>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard
Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>; Otis Sams <osams@icnpros.com>; Kelly B <kelly.b@icnpros.com>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information
Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Importance: High
Steve,
I just spoke with Otis and he was not able to make the 9 am at Chestnut today but said he did walk the school yesterday
with Jeffrey’s assistant.
He will be at Laurel Ridge today at 11 am for the walk through.
Otis would like to know if we can walk through Woodridge at 12:30 pm today instead of 2 pm?
Melissa
From: Steve Hall <shall@evergreencorp.com>
Sent: Tuesday, July 2, 2024 1:49 PM
To: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information
Technology) <natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations)
8
<C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information
Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Thanks, Melissa.
Otis, can you please let me know what your availability is to walk each school? We are scheduled to be onsite
tomorrow, Wednesday 7/3, during the following times:
• Chesnut – 9:00-10:00
• Laurel Ridge – 11:00-12:00
• Woodridge – 2:00-3:00
If these times do not work for you tomorrow, please let me know and we can adjust our availability to support your
walkthrough of the buildings.
Steve Hall LEED GA | Sr. Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6544 | m. 404.825.5500 | shall@evergreencorp.com
From: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>
Sent: Tuesday, July 2, 2024 1:30 PM
To: Steve Hall <shall@evergreencorp.com>; Natalie Terrell (Information Technology)
<natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard
Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations)
<Brian_Albanese@dekalbschoolsga.org>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information
Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Hi Steve,
I am good to set an appointment with Evergreen to walk ICN through the specifics of what needs to be done on this job
and I will attend the meeting. From this meeting I recommend giving ICN a detailed document on the specifications of
the work and timing/deadline for it to be completed.
ICN can then provide you with the quote for the work and you approve for work and payment.
I am available this afternoon anytime, tomorrow/Wednesday and Thursday anytime that works for you and ICN/Otis.
Sincerely,
Melissa
From: Steve Hall <shall@evergreencorp.com>
Sent: Tuesday, July 2, 2024 1:12 PM
To: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>; Natalie Terrell (Information
Technology) <natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations)
9
<C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Yvonne Agim (Information
Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Melissa,
Good afternoon. The electrical inspector, Mr. Greg Unger, did not provide a written report on the issues; however, I
did have a follow up conversation with him today to recap. Below is an overall outline on the requests:
• The inspector has requested for all low voltage wiring to be properly secured above the ceiling in J-Hooks or
other appropriate hangers so it is not touching the ceiling grid.
• The electrical has requested for all abandoned wiring to be removed from above the ceiling.
• All low voltage devices need to be trimmed out and placed into new ceiling tiles in the new ACT ceilings.
If you would like, I can schedule a meeting with the inspector to walk the building with us all or Evergreen can walk
with ICN to review what needs to be completed. Evergreen is also willing to fund ICN directly for this work if it
helps DCSD with timing of the work to be completed.
Please let me know if you would like to schedule a walk through with our team and when will work for you.
Steve Hall LEED GA | Sr. Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6544 | m. 404.825.5500 | shall@evergreencorp.com
From: Melissa Sims (Information Technology) <Melissa_Sims@dekalbschoolsga.org>
Sent: Tuesday, July 2, 2024 9:16 AM
To: Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>; Ryan Fernandez (Operations)
<C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Connor Smith <csmith@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>; Yvonne Agim (Information Technology) <Yvonne_Agim@dekalbschoolsga.org>
Subject: RE: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Hi Ryan,
Can we get a copy of the Inspection Report which details the cabling issues that need to be fixed with timeline/date on
when work needs to be completed?
Kelly/Otis can base their quote to do the work on the inspection report.
Also, can you confirm the PO number for which the work will be paid from Operations?
Melissa
From: Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>
Sent: Monday, July 1, 2024 4:34 PM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Melissa Sims (Information Technology)
<Melissa_Sims@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services) <richard_boyd@dekalbschoolsga.org>; Brian
10
Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Connor Smith <csmith@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>
Subject: Re: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Let me check. I'll get back to you. Thanks
====================================================
Natalie Terrell, MS, PMP
Manager III, IT Project Management Office
(678) 676-1163 - office
(770) 652-8169 - district cell phone
natalie_d_terrell@dekalbschoolsga.org
From: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Sent: Monday, July 1, 2024 4:27 PM
To: Natalie Terrell (Information Technology) <natalie_d_terrell@dekalbschoolsga.org>; Melissa Sims (Information
Technology) <Melissa_Sims@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services)
<richard_boyd@dekalbschoolsga.org>; Brian Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Cc: Steve Hall <shall@evergreencorp.com>; Connor Smith <csmith@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>
Subject: FW: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
Natalie:
Evergreen failed inspections today at Woodridge and Laurel Ridge due to data cabling not being properly
secured above ceiling. We are also trying to get someone involved but wanted to see if you could try to
push ICN to help fix the issues to help push the schedule.
Thanks,
From: Steve Hall <shall@evergreencorp.com>
Sent: Monday, July 1, 2024 4:19 PM
To: Otis Sams <osams@icnpros.com>; Yvette Perry (Information Technology) <yvette_k_perry@dekalbschoolsga.org>
Cc: Connor Smith <csmith@evergreencorp.com>; Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>;
Michaela Ray <mray@evergreencorp.com>
Subject: [EXTERNAL]Chesnut, Laurel Ridge, & Woodridge - ICN Data Cabling
11
ALERT/ATTENTION: This email originated from outside the DeKalb County School District. Do not click links, open
attachments or reply unless you recognize the sender and know the content is safe. Please use the Junk/Phishing
reporting feature in your Outlook Email to report any suspicious emails so that an investigation can be started if
needed.
Otis,
Good afternoon. Thank you for taking a minute to discuss these projects and issues we are running into with
inspections. The (3) specific projects are:
• Woodridge Elementary School
• Laurel Ridge Elementary School
• Chesnut Elementary School
As I mentioned on our call, we unfortunately failed electrical rough in inspections on the projects due to the
existing cabling in the building not being properly secured. We really need ICN’s assistance with securing the
existing low voltage cabling off to the structure above as well as reinstalling devices into the new ceiling grids. Is
this something that you all could help us with?
I am copying in Ryan Fernandez who is the DCSD project manager to help facilitate coordination of this work with
ICN.
Steve Hall LEED GA | Sr. Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6544 | m. 404.825.5500 | shall@evergreencorp.com
12
Integrated Communication Networks, Inc.
Quote
2-Jul-24
PO NUMBER:
WO NUMBER:
CUSTOMER: BILL TO:
DCSD
WoodRidge Elem
HVAC Ceiling clean up
POC:
START DATE:
JOB DESCRIPTION Can not shot in ceiling fiber board
ICN will dress and support all Low Voltage cable in the classroom ceilings and all hallways.
Quote is based on Holiday and Overtime rates
ICN is not responsible for any damaged or missing Ap's or cameras.
ICN is not responsible for any aiming of cameras will do our best at pointing them in the direction.
LABOR
HOURS SERVICE PERSON DESCRIPTION RATE QUANTITY TOTAL
60 Tech 1 Clean-up $ 80.00 32 $ 2,560.00
60 Tech 2 Clean-up $ 60.00 40 $ 2,400.00
60 Tech 3 Clean-up $ 40.00 40 $ 1,600.00
Ap's $ 80.00 46 $ 3,680.00
Cameras $ 100.00 18 $ 1,800.00
180 SUB TOTAL $ 12,040.00
PARTS TOTAL $ 12,040.00
ITEM PART NUMBER DESCRIPTION QUANTITY UNIT COST
1 3/4 inch J-Hooks 300 $ 1.75 $ 525.00
2 2 inch J-Hooks 200 $ 2.25 $ 450.00
3 Hanger Wire 500 $ 1.25 $ 625.00
4 Hanger Wire W/pin 0 $ 2.35 $ -
5 Beam Clamps 300 $ 0.85 $ 255.00
6 Ty-Wrap (Plenum) 1000 $ 0.33 $ 330.00
$ -
$ -
$ -
$ -
LABOR $ 12,040.00
DATE MATERIAL $ 2,185.00
TAX/HANDLING
TIME IN TOTAL $ 14,225.00
TIME OUT
CUSTOMER SIGNATURE
Signature Print Name
5108 Minola Dr. Lithonia, Ga. 30038
Phone: (470) 545-5425 Fax: (470) 545-5464
September 3, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #035 – Bulletin #04, Dated 06/26/24
Dear Ryan:
Attached, please find our proposal to incorporate revisions per Bulletin #04, dated 06/26/24. This change
includes additional gas piping, gas connections at the mechanical room, new valves and gas pressure
regulator serving the existing unit at gym.
This Item of Change (I.O.C. 035) results in an add of $35,012 to our current contract value. Attached is a
detailed breakdown of this change for your use as well as all relevant back-up pricing documentation.
Please note, this cost does include the credit associated with the original gas design.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
Cc: Steve Hall Evergreen Construction
Michaela Ray Evergreen Construction
Brian Mitchell Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 035
Location: 4120 Cedar Ridge Trail, Stone Mountain, GA 30083 Date: 9/3/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description BULLETIN #04, DATED 06/26/24
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
15-49.100 PLUMBING 0 0 0
New Gas Piping 1 LS 0 0 29440.00 29,440
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 30 MHR 0 25 750 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 10 MHR 0 110 1,100 0
01-99.300 MANAGERIAL PROCESSING 4 MHR 0 95 380 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 50 2,230 29,440
Payroll Taxes & Insurance 788
Sales Tax (8.00%) 4
TOTALS 54 3,018 29,440
Subcontractor General Liability Insurance 0 10 100
Pollution Insurance 0 3 25
Builder's Risk Insurance Premium 0 5 46
Management Software 0 7 71
Subcontractor Default Insurance 1 39 377
EVERGREEN MARKUP 6 308 1,503
GRAND TOTAL $35,012
Authorizing Signature: date:
Page 1 of 1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
GAS PRESSURE REGULATOR SCHEDULE LEGEND ABBREVIATIONS GENERAL NOTES
MARK LOCATION CONNECTED LOAD INLET PRESSURE (PSIG) OUTLET PRESSURE (PSIG) REMARKS
DEMOLISHED PIPING/EQUIPMENT ABV. ABOVE 1. VERIFY LOCATIONS AND SIZING OF EXISTING PIPING AND FIXTURES PRIOR TO
GPR1 MECH. RM. 1,500 CFH 2.0 11.0" W.C. (1)
BEGINNING WORK.
GPR2 ROOF 200 CFH 2.0 11.0" W.C. (1) COLD WATER BEL. BELOW
GPR3 ROOF 100 CFH 2.0 11.0" W.C. (1) 2. COORDINATE PIPING WITH DUCTWORK, LIGHTING FIXTURES, STRUCTURE, AND
GPR4 ROOF 100 CFH 2.0 11.0" W.C. (1) UNION BFP BACKFLOW PREVENTER ARCHITECTURAL CEILING HEIGHTS.
GPR5 ROOF 100 CFH 2.0 11.0" W.C. (1)
BALL VALVE CLG. CEILING 3. MAKE FINAL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, INCLUDING
GPR6 ROOF 100 CFH 2.0 11.0" W.C. (1)
P
P
EQUIPMENT PROVIDED UNDER OTHER DIVISIONS.
GPR7 ROOF 110 CFH 2.0 11.0" W.C. (1)
G GAS PIPING CW COLD WATER
GPR8 ROOF 100 CFH 2.0 11.0" W.C. (1) 4. ALL PIPING DROPS IN WALLS AND CHASES SHALL BE SECURED TO THE WALLS.
GPR9 ROOF 180 CFH 2.0 11.0" W.C. (1) GAS PRESSURE REGULATOR FD FLOOR DRAIN
GPR10 ROOF 180 CFH 2.0 11.0" W.C. (1) 5. CAP ALL PIPING ENDS DURING CONSTRUCTION TO PREVENT ENTRY OF DEBRIS.
GPR11 ROOF 110 CFH 2.0 11.0" W.C. (1) LIMIT OF DEMOLITION GA. GAUGE
6. PIPING AND SYSTEMS NOT SHOWN TO BE REMOVED SHALL REMAIN.
GPR12 ROOF 180 CFH 2.0 11.0" W.C. (1)
GPR13 MECH. RM. 105 CFH 2.0 11.0" W.C. (1) CONNECT TO EXISTING GALV. GALVANIZED 7. REMOVE EXISTING FIXTURES AS SHOWN AND TURN FIXTURES OVER TO
GPR14 MECH. RM. 799.8 CFH 2.0 8" W.C. (1) OWNER'S MAINTENANCE DEPARTMENT.
MAX. MAXIMUM
GPR15 GRADE 490 CFH 2.0 11.0" W.C. (1)
GPR16 GRADE 220 CFH 2.0 11.0" W.C. (1) 8. COORDINATE SHUTDOWN OF ALL SYSTEMS TO BE REMOVED WITH THE OWNER.
MIN. MINIMUM
NOTES:
N
N
9. PAINT ALL EXTERIOR NATURAL GAS PIPING TO MATCH BUILDING COLOR.
2 1. SEE DETAIL 3/P0.01. N.C. NORMALLY CLOSED
10. ALL NATURAL GAS PIPING IN PLENUM AREAS SHALL BE WELDED.
N.O. NORMALLY OPEN
11. CONCEAL ALL PIPING IN FINISHED PORTIONS OF THE BUILDING UNLESS NOTED
O.C. ON CENTER OTHERWISE.
PRV PRESSURE REDUCING VALVE 12. DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL DRAWINGS
FOR BUILDING DIMENSIONS AND EXACT LOCATIONS AND ELEVATIONS OF ALL
TYP. TYPICAL FIXTURES AND EQUIPMENT.
VA. VALVE 13. VERIFY ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK.
M
M
14. SCOPE OF WORK ON PLUMBING DRAWINGS DEFINE LIMIT OF ARCHITECTURAL
WORK. PLUMBING WORK WILL EXTEND BEYOND THESE LIMITS FOR POINTS OF
CONNECTION.
15. CONNECTIONS BETWEEN TWO DISSIMILAR METALS SHALL BE MADE WITH
DIELECTRIC UNIONS.
EXIST. 2-1/2" TO
GYM BUILDING 16. PROVIDE AND INSTALL NEW TEES, WYES, OR ELLS AT EACH WATER AND SEWER
EXIST. RTU POINT OF CONNECTION.
(220 CFH)
(250 CFH)
ROOF 17. THESE DRAWINGS HAVE BEEN PREPARED FROM THE LATEST INFORMATION
AVAILABLE, BUT VARIATIONS MAY OCCUR IN THE ACTUAL CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO
EXIST. 2-1/2" COMMENCING WORK EFFECTED. ISSUANCES
L
L
18. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED AS SPECIFIED. No. Drawing Issue Description Date
EXIST. 2-1/2"
50% CONSTRUCTION DOCUMENTS 07/18/2022
19. WHERE STRUCTURE IS DAMAGED DURING CONSTRUCTION AND INSTALLATION ISSUED TO DOE 03/14/2023
EXIST. AGL GAS OF EQUIPMENT OR FIXTURES, THE CONTRACTOR SHALL REPAIR THE DAMAGED
AREA TO MATCH THE PROPOSED CONDITION. ISSUED FOR BID/PERMIT 04/20/2023
PRESSURE
REGULATOR 1 ADDENDUM #1 05/23/2023
20. ALL FIXTURE CONNECTIONS SHALL BE MADE WITH NEW FITTINGS. 2 BULLETIN #4 06/26/2024
EXIST. 4"
21. FLUSH, CLEAN, AND DISINFECT THE NEW DOMESTIC WATER PIPING SYSTEM AS
SPECIFIED.
EXIST. 3"
22. WHERE PIPING VISIBLY PENETRATES THE WALLS, INSTALL ESCUTCHEONS TO
K
K
COVER SLEEVES AND/OR CAULKING THROUGHOUT FINISHED AREAS.
EXIST. WATER EXIST. WATER 23. ALL FIXTURES AND EQUIPMENT SHALL BE KEPT CLEAN DURING ALL
HEATER HEATER EXIST. BOILER CONSTRUCTION AND NOT USED DURING CONSTRUCTION.
LEVEL 1 (399.9 CFH) (399.9 CFH) (1500 CFH) GRADE
EXIST. GAS METER EXIST. GAS PIPING FROM 24. CONTRACTOR TO VERIFY LOCATION, SIZE, PRESSURE AND ELEVATION OF ALL
(3,379.8 CFH @ 1/4 LB LOCAL UTILITY PROVIDER EXISTING PLUMBING PIPING AND LAYOUT BEFORE BIDDING AND INFORM
EXIST. 3" TO KITCHEN ARCHITECT AND ENGINEER WITH DISCREPANCIES EFFECTING COST.
DELIVERY PRESSURE)
(610 CFH)
3/4" GPR11 1" GPR10
EXISTING/DEMOLITION
J
J
RTU-4 RTU-3
(110 CFH) (180 CFH) 1/2" 3/4"
1/2" 1" GPR9 3/4" GPR8 3/4" GPR7
RTU-2 ERU-2 RTU-1 3/4"
(180 CFH) (100 CFH) (110 CFH)
1/2" 1/2" 1/2"
1/2" 3/4" 1" 1"
1" GPR12 3/4" GPR4 3/4" GPR5 3/4" GPR6 1" GPR2 3/4" GPR3 1-1/4"
GAS EQUIPMENT SCHEDULE
H
H
RTU-5 ERU-4 ERU-3 ERU-6 ERU-5 ERU-1 MARK DESCRIPTION CFH
(180 CFH) (100 CFH) (100 CFH) (100 CFH) (200 CFH) (100 CFH) 1/2" B-1 BOILER (1) 1500
1" 1-1/2" ERU-1 ENERGY RECOVERY UNIT (1) 100
1/2" 1/2" 1/2" 1/2" 1/2" 3/4"
1/2" 3/4" ERU-2 ENERGY RECOVERY UNIT (1) 100
EXIST. 2-1/2" ERU-3 ENERGY RECOVERY UNIT (1) 100
ROOF ERU-4 ENERGY RECOVERY UNIT (1) 100
ERU-5 ENERGY RECOVERY UNIT (1) 200
EXIST. 2-1/2" TO
GUH-1 GPR13 1-1/2"G (2 PSI) ERU-6 ENERGY RECOVERY UNIT (1) 100
GYM BUILDING,
PROVIDE GPR16 AT (105 CFH) RTU-1 ROOFTOP UNIT (1) 110
EXISTING GYM UNIT EXIST. 2-1/2" 3/4" 1/2" RTU-2 ROOFTOP UNIT (1) 180
(220 CFH) RTU-3 ROOFTOP UNIT (1) 180
G
G
MAIN SHUT- RTU-4 ROOFTOP UNIT (1) 110
VALVE & CAP, TYP. 2"G (2 PSI) OFF VALVE
GPR14 RTU-5 ROOFTOP UNIT (1) 180
GPR1 GUH-1 GAS UNIT HEATER (1) 105
2 EX RTU EXISTING GYM GROUND MTD ROOFTOP UNIT (2) 220
SEE NOTE BELOW.
1-1/2" 1 EX KIT EXISTING KITECHEN EQUIPMENT BEING REINSTALLED (2) 490
2"G (2 PSI) EX DHW EXISTING DOMESTIC WATER HEATERS (2) 799.8
EXIST. 3" TOTAL 4574.8
2" M
NOTES:
1" 1. NEW EQUIPMENT.
2. EXISTING EQUIPMENT.
EXIST. WATER EXIST. WATER B-1 GPR15
HEATER HEATER (1,500 CFH)
F
F
LEVEL 1 (399.9 CFH) (399.9 CFH) GRADE
NEW GAS METER EXIST. GAS PIPING FROM
(4,574.8 CFH @ 2 PSI LOCAL UTILITY PROVIDER
EXIST. 3" TO KITCHEN
DELIVERY PRESSURE)
(490 CFH NEW LOAD)
NEW WORK 1
DESIGN NOTES: NOTE:
TOTAL GAS LOAD (NEW WORK): 4,574.8 CFH PROVIDE NEW GAS FLOW CONDITIONER AND GAS FLOW METER ON
TOTAL DEVELOPED LENGTH: 375' PIPING. METER SUPPLIED BY PLUMBING CONTRACTOR AND
GAS PRESSURE: 2 PSI INSTALLED UNDER DIVISION 22. SEE DIVISION 23 FOR METER
E
E
2
SPECIFICATIONS. INSTALL PER MANUFACTURERS REQUIREMENTS.
GAS PIPING RISER DIAGRAM
1 SCALE: NO SCALE
SERVICE SHUTOFF VALVE
UNION WITHIN 12"
GAS TO OF EACH SIDE OF
REGULATOR
WOODRIDGE ELEMENTARY
EQUIPMENT
SCHOOL MAJOR BUILDING
D
D
GAS SHUT-OFF VALVE
SYSTEM REPLACEMENT
PRESSURE GAUGE (TYP.)
TEE FITTING, MIN. 10 PIPE
NEEDLE VALVE (TYP.)
TEE FITTING WITH
DCSD PROJECT #369-35
GAS FUEL APPLIANCE DIAMETERS DOWNSTREAM OF PRESSURE GAUGE
REGULATOR OUTLET GAS REGULATOR, GPR, 4120 CEDAR RIDGE TRAIL,
THREADED CAP (TYP.)
(ELEVATION VIEW)
SEE SCHEDULE
PIPE SIZE SUPPORT
SPACING
STONE MOUNTAIN, GA 30083
APPLIANCE MANUAL SHUT-OFF VALVE
1/2" 6 FEET ♦
C
C
GAS SUPPLY INLET
TEE FITTING, MIN. 10 PIPE
TEE FITTING WITH
3/4"-1" 8 FEET DEKALB COUNTY SCHOOL DISTRICT
DIAMETERS DOWNSTREAM OF SPACE SUPPORTS PER CHART
PRESSURE GAUGE BELOW AND AT EACH CHANGE 1-1/4" OR 10 FEET
REGULATOR OUTLET
LARGER
UNION
GAS TO EQUIPMENT 2 PSI GAS OR
GREATER
IN DIRECTION
PLUMBING GENERAL NOTES,
TEE FITTING
GAS PIPE
SCHEDULES & DETAILS
GAS SHUT-OFF VALVE
LOW PRESSURE GAS
NIPPLE
SERVICE SHUTOFF VALVE UNION (TYP.)
CAP
B
B
GAS REGULATOR, GPR, ROLLER ROOF PIPE SUPPORT, BY
NOTES: SEE SCHEDULE MIRO INDUSTRIES, LAYING ON ROOF
1. APPLIANCE SHUT-OFF VALVE SHALL BE JSA 20210314
LOCATED WITHIN 6 FEET OF THE APPLIANCE. (PLAN VIEW)
Principal-in-Charge Project No.
JSA 08/26/22
GAS CONNECTION DETAIL
2 SCALE: GAS PRESSURE REGULATOR DETAIL
3 SCALE: ROOF GAS PIPE SUPPORT
4 SCALE:
Project Manager Date
NO SCALE NO SCALE NO SCALE JSA
Project Architect
JSA
Staff Architect
P0.01
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
GENERAL NOTES
1 SEE SHEET P0.01 FOR PLUMBING GENERAL NOTES.
KEY NOTES
1 REMOVE PORTION OF EXISTING GAS PIPING AS SHOWN.
P
P
1 2 REMOVE PORTION OF GAS PIPING DOWNSTREAM OF METER TO ALLOW FOR
INSTALLATION OF GAS FLOW METER AND NEW REGULATORS, SEE GAS PIPING
DIAGRAM FOR NEW WORK.
N
N
M
M
MECH.
ISSUANCES
L
L
918.3
No. Drawing Issue Description Date
50% CONSTRUCTION DOCUMENTS 07/18/2022
ISSUED TO DOE 03/14/2023
ISSUED FOR BID/PERMIT 04/20/2023
1 BULLETIN #4 06/26/2024
EXIST. GAS BEL. GRADE
FROM LOCAL UTILITY
PROVIDER
EXIST. BOILER
K
K
EXIST. GAS METER
EXIST. GAS DN TO
WATER HEATER, TYP.
1
EXIST. GAS PRESSURE
REGULATOR
EXIST. WATER HEATER EXIST. 3"G EXIST. 4"G 2
G G
EXIST. 3"G
BEL. GRADE
G G 1
EXIST. 2-1/2"G
J
J
EXIST. 1-1/2"G UP
1 EXIST. 2-1/2"G HIGH EXIST. 2-1/2"G UP
EXIST. 3"G
MECHANICAL ROOM
PLUMBING PART PLAN - DEMOLITION
2 SCALE: 1/4" = 1'-0"
2 0 2 4 8
H
H
1/4" = 1'-0"
SCALE FEET
G
G
G
G
2 EXIST. GAS PIPING BEL. GRADE
P1.00 FROM LOCAL UTILITY PROVIDER
G
EXIST. 3"G BEL. GRADE
G G
B
G
F
F
A
EXIST. 3"G BEL. GRADE
C
E
E
N
G
EXIST. 2-1/2"G UP TO ROOF
WOODRIDGE ELEMENTARY
G
SCHOOL MAJOR BUILDING
D
D
SYSTEM REPLACEMENT
G
EXIST. 2-1/2"G BEL. GRADE
EXIST. 3"G UP FROM DCSD PROJECT #369-35
BEL. FLR. TO KITCHEN
4120 CEDAR RIDGE TRAIL,
STONE MOUNTAIN, GA 30083
♦
C
C
DEKALB COUNTY SCHOOL DISTRICT
LEVEL 1 - PLUMIBNG PLAN -
DEMOLITION
G
LEVEL 1 PLUMBING PLAN - DEMOLITION - OVERALL
1
B
B
SCALE: 1/16" = 1'-0"
5 0 5 10 20 25 30 35 40 45 JSA 20210314
1/16" = 1'-0" Principal-in-Charge Project No.
SCALE FEET JSA 08/26/22
Project Manager Date
EXIST. 1-1/2"G JSA
TO GYM
Project Architect
JSA
Staff Architect
P1.00
A
A
G
EXIST. 2-1/2"G UP FROM BEL. GRADE
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
GENERAL NOTES
1 SEE SHEET P0.01 FOR PLUMBING GENERAL NOTES.
KEY NOTES
1 GAS PIPING TO EQUIPMENT WITH DIRT LEG, VALVE AND UNION. SIZE AS NOTED. 7 3/4" MAKE-UP WATER CONNECTION TO HVAC EQUIPMENT. SEE HVAC DRAWINGS
P
P
PROVIDE GAS FILTER (20 MICRON, PRESSURE DROP = 0.8" W.C.) AND CONNECT FOR CONNECTION LOCATION.
GAS PIPING TO EQUIPMENT.
8 1" MAKE-UP WATER CONNECTION BELOW GRADE TO COOLING TOWER. SEE HVAC
2 GAS PRESSURE REGULATOR, INSTALL MINIMUM 10'-0" FROM EQUIPMENT DRAWINGS FOR CONTINUATION.
CONNECTION. SEE SCHEDULE AND DETAIL 3/P0.01. 1
9 PROVIDE NEW GAS CONDITIONER AND GAS FLOW METER IN GAS PIPING. SEE
3 ROUTE NEW GAS PIPING THROUGH EXISTING WALL SLEEVE. GAS PIPING DIAGRAM FOR LOCATION. CONDITIONER AND FLOW METER SUPPLIED
BY PLUMBING CONTRACTOR AND INSTALLED UNDER DIVISION 22. SEE DIVISION 23
2 4 1"G TO GPR15. CONECT PIPING FROM GPR 15 TO EXISTING 3" GAS PIPING DOWN FOR METER SPECIFICATIONS. INSTALL PER MANUFACTURERS REQUIREMENTS. 2
TO BELOW GRADE SERVING KITCHEN.
10 1" WATER METER SUPPLIED BY PLUMIBNG CONTRACTOR AND INSTALLED UNDER
5 1"CW HIGH & CONNECT TO EXISTING WATER PIPING, FIELD VERIFY SIZE AND DIVISION 22. SEE DIVISION 23 FOR METER SPECIFICATIONS.
EXACT LOCATION.
N
N
11 PROVIDE NEW WATER METER AT EXISTING DOMESTIC WATER ENTRY
6 1" RPZ TYPE BACKFLOW PREVENTER. ROUTE PIPING FROM RELIEF VALVE (DOWNSTREAM OF EXISTING SHUT-OFF VALVE, MATCH EXISTING LINE SIZE, FIELD
DISCHARGE TO NEAREST FLOOR DRAIN. VERIFY EXAT LOCATION). WATER METER SUPPLIED BY PLUMBING CONTRACTOR
AND INSTALLED UNDER DIVISION 22. SEE DIVISION 23 FOR METER
SPECIFICATIONS.
12 GAS PIPING TO EQUIPMENT WITH DIRT LEG, VALVE AND UNION. SIZE AS NOTED.
CONNECT GAS PIPING TO EQUIPMENT.
13 PROVIDE GAS PRESSURE REGULATOR, gpr16 IN EXISTING PIPING SERVING UNIT 2
AT GYM
M
M
2
11
3/4"G 12
1
ISSUANCES
L
L
MECH. No. Drawing Issue Description Date
918.3 50% CONSTRUCTION DOCUMENTS 07/18/2022
GPR13 2
G
7 3/4"CW ISSUED TO DOE 03/14/2023
1"CW DN TO ISSUED FOR BID/PERMIT 04/20/2023
6 BEL. FLOOR
1 ADDENDUM #1 05/23/2023
8 EXIST. GAS BEL. GRADE
10 2 BULLETIN #4 06/26/2024
FROM LOCAL UTILITY
PROVIDER
M
1
5
K
K
2"G 1 GAS METER
EXIST. GAS DN TO
WATER HEATER, TYP.
G
1"G
2"G 9
B-1 2"G
1"G 4
EXIST. WATER HEATER 3
12 GPR14
G G
G EXIST. 3"G
BEL. GRADE
G
EXIST. 2-1/2"G
J
J
EXIST. 2-1/2"G HIGH 2 GPR1 1"G EXIST. 2-1/2"G UP
EXIST. 3"G
MECHANICAL ROOM
PLUMBING PART PLAN - NEW WORK
2 SCALE: 1/4" = 1'-0"
2 0 2 4 8
H
H
1/4" = 1'-0"
SCALE FEET
G
G
G
G
2 EXIST. GAS PIPING BEL. GRADE
P2.00 FROM LOCAL UTILITY PROVIDER
G
EXIST. 3"G BEL. GRADE
G G
B
G
F
F
A
EXIST. 3"G BEL. GRADE
C
E
E
N
G
EXIST. 2-1/2"G UP TO ROOF
WOODRIDGE ELEMENTARY
G
1/2"G UP
SCHOOL MAJOR BUILDING
D
D
SYSTEM REPLACEMENT
G
1/2"G THRU WALL ONTO ROOF
EXIST. 2-1/2"G BEL. GRADE
EXIST. 3"G UP FROM DCSD PROJECT #369-35
BEL. FLR. TO KITCHEN
4120 CEDAR RIDGE TRAIL,
STONE MOUNTAIN, GA 30083
♦
C
C
DEKALB COUNTY SCHOOL DISTRICT
LEVEL 1 - PLUMBING PLAN -
NEW WORK
G
LEVEL 1 PLUMBING PLAN - NEW WORK - OVERALL
1
B
B
SCALE: 1/16" = 1'-0"
5 0 5 10 20 25 30 35 40 45 JSA 20210314
Principal-in-Charge Project No.
1/16" = 1'-0"
SCALE FEET JSA 08/26/22
Project Manager Date
EXIST. 1-1/2"G JSA
TO GYM
Project Architect
JSA
Staff Architect
P2.00
A
A
2
G
13 EXIST. 2-1/2"G UP FROM BEL. GRADE
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
GENERAL NOTES
1 SEE SHEET P0.01 FOR PLUMBING GENERAL NOTES.
KEY NOTES
1 GAS PIPING TO EQUIPMENT WITH DIRT LEG, VALVE AND UNION. SIZE AS NOTED.
P
P
CONNECT GAS PIPING TO EQUIPMENT.
2 GAS PRESSURE REGULATOR. SEE SCHEDULE AND DETAIL 3/P0.01.
3 GAS PIPING ON ROOF, SEE DETAIL 4/P0.01.
4 REPLACE ANY MISSING OR BROKEN ROOF DRAIN DOMES (VERIFY EXISTING ROOF
DRAIN MANUFACTURER PRIOR TO ORDERING REPLACEMENT DOME).
5 CLEAN, PRIME AND PAINT EXISTING GAS PIPING ON ROOF.
N
N
M
M
ISSUANCES
L
L
No. Drawing Issue Description Date
50% CONSTRUCTION DOCUMENTS 07/18/2022
ISSUED TO DOE 03/14/2023
ISSUED FOR BID/PERMIT 04/20/2023
ERU-5 1 BULLETIN #4 06/26/2024
1 1"G
GPR2 2
K
K
G
3 1/2"G
J
J
4
G
G
ERU-1
4
1 3/4"G
H
H
2 GPR3
1/2"G
1
3/4"G
4
G
G
G
ERU-4
2 GPR4 3/4"G 1 1/2"G
1/2"G 3 1/2"G 3/4"G 3/4"G 1
1-1/2"G DN
G G
G
1/2"G
ERU-6 GPR6 2 2 GPR11 RTU-4
1"G
EXIST. 2-1/2"G ON ROOF 3/4"G 1 1/2"G
1/2"G
4 1-1/4"G EXIST. 2-1/2"G DN 3/4"G DN ON WALL
4 B
G G
G G
2 GPR10
F
F
5
3 3/4"G
1 1"G RTU-3
G
G
G
3 1"G A
ERU-3
1 3/4"G GPR5 2
4
RTU-1 C
2 GPR9
E
E
1"G 1 N
1 3/4"G
2 GPR7
1/2"G 1/2"G RTU-2
G
ERU-2
2 GPR8 3/4"G 1
EXIST. 2-1/2"G DN
G
3 1"G 1/2"G 3/4"G
WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
D
D
1/2"G 3 1/2"G DN 4
G
1/2"G THRU WALL
SYSTEM REPLACEMENT
4
1/2"G
DCSD PROJECT #369-35
1"G 1
4120 CEDAR RIDGE TRAIL,
G
STONE MOUNTAIN, GA 30083
RTU-5 ♦
C
C
GPR12 2
DEKALB COUNTY SCHOOL DISTRICT
ROOF LEVEL - PLUMBING
PLAN - NEW WORK
ROOF LEVEL PLUMBING PLAN - NEW WORK - OVERALL
1
B
B
SCALE: 1/16" = 1'-0"
5 0 5 10 20 25 30 35 40 45 JSA 20210314
1/16" = 1'-0" Principal-in-Charge Project No.
SCALE FEET JSA 08/26/22
Project Manager Date
JSA
Project Architect
JSA
Staff Architect
P2.10
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 7/19/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 6
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Bulletin #4
COP Price: $29,440.00
This pricing is based on the additional material and labor required per Bulletin #4. This pricing includes a deduct for the
original design.
See attached documentation
COP RECAP SHEET
7/19/2024
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES X - COP #4
Bid: Base Bid
Labor
Materials Hours Rate Labor $ Total
Summary $9,450 184.8 $56.60 $10,460 $19,910
Plumbing Equipment $0 0.0 $56.60 $0 $0
Fees $0 0.0 Varies $0 $0
PCPS Equipment $4,340 80.0 Varies $4,528 $8,868
Rental Equipment $0 $0 $0
Overtime Pay $0 $0
Supervision $62.50 $0 $0
Sub Total $13,790 $14,988 $28,778
Sales Tax $1,103 Labor Burden $4,271 $5,375
Sub Total $14,893 $19,259 $34,152
Subcontracts including Sales Tax $0
Sub Total $34,152
Warranty
Material Escalation
Freight
Other
Deduct for Original Design ($7,389)
Other
Sub Total $26,763
0% Overhead $0
10 % Profit $2,676
Sub Total $29,440
Sales Tax $0
Sub Total $29,440
Bond $0
QUOTED PRICE $29,440
Labor Rate Established 10/10/22
COP RECAP SHEET
7/19/2024
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES X - COP #4
Bid: Base Bid
Labor
Materials Hours Rate Labor $ Total
Summary ($3,291) -47.3 $56.60 ($2,677) ($5,968)
Plumbing Equipment $0 0.0 $56.60 $0 $0
Fees $0 0.0 Varies $0 $0
PCPS Equipment ($280) -8.0 Varies ($453) ($733)
Rental Equipment $0 $0 $0
Overtime Pay $0 $0
Supervision $62.50 $0 $0
Sub Total ($3,571) ($3,130) ($6,701)
Sales Tax ($250) Labor Burden ($438) ($688)
Sub Total ($3,821) ($3,568) ($7,389)
Subcontracts including Sales Tax $0
Sub Total ($7,389)
Warranty
Material Escalation
Freight
Other
Other
Other
Sub Total ($7,389)
Labor Rate Established 10/10/22
Connor Smith
From: Brian Mitchell <BrianMitchell@coopercarry.com>
Sent: Monday, July 22, 2024 4:58 PM
To: Steve Hall; Ryan Fernandez (Operations)
Cc: Connor Smith; Michaela Ray; Jeffrey Glasscho
Subject: RE: Woodridge - IOC 036 - RFI #048 - Emergency Drivers Need on A2E Lights
We have reviewed the proposal and while a li le high is within reason for the meframe involved.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Steve Hall <shall@evergreencorp.com>
Sent: Monday, July 15, 2024 11:01 AM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Brian Mitchell <BrianMitchell@coopercarry.com>
Cc: Connor Smith <csmith@evergreencorp.com>; Michaela Ray <mray@evergreencorp.com>; Jeffrey Glasscho
<jglasscho@evergreencorp.com>
Subject: Woodridge - IOC 036 - RFI #048 - Emergency Drivers Need on A2E Lights
Ryan,
Please find the attached IOC 036 associated with RFI #048 – Emergency Drivers Need on A2E Lights.
Can you please review this IOC and provide direction as soon as possible? This is critical for final inspections on
the project.
Steve Hall LEED GA | Sr. Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6544 | m. 404.825.5500 | shall@evergreencorp.com
1
July 15, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #036 – RFI #048 – Emergency Drivers Needed on A2E Lights
Dear Ryan:
Per RFI #048 – Emergency Drivers Needed on A2E Lights, the specifications indicate for the emergency
lights to be powered from an emergency circuit tied to a generator. However, there is not an existing
generator at Woodridge Elementary School. Therefore, it is necessary to provide battery backups and
drivers for the emergency lighting to meeting minimum code compliance. Enclosed is a detailed breakdown
and supporting backup documentation supporting this Item of Change.
This Item of Change (I.O.C. 036) results in an added cost of $28,578 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6544.
Sincerely:
Steve Hall
Sr. Project Manager
Enclosure(s)
cc: Connor Smith – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 036
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 7/15/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #048 - Emergency Driver's Needed on A2E Lights
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16-99.100 Electrical 0 0 0
Provide Emergency Drivers for Lights 1 LS 0 0 26656.00 26,656
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 0 26,656
Payroll Taxes & Insurance 0
Sales Tax (8.00%) 0
TOTALS 0 0 26,656
Subcontractor General Liability Insurance 0 0 91
Pollution Insurance 0 0 23
Builder's Risk Insurance Premium 0 0 42
Management Software 0 0 64
Subcontractor Default Insurance 0 0 341
EVERGREEN MARKUP - - 1,361
GRAND TOTAL $28,578
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #48: Emergency Drivers Needed on A2E Lights
Status Closed on 07/10/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jul 10, 2024 Due Date Jul 13, 2024
Location Project Stage
Cost Impact TBD Schedule Impact TBD
Spec Section
Drawing Number Reference
Linked Drawings
Received From Chris Johnson (Ask-Kay Electrical Contractors,
LLC)
Copies To Steve Hall (Evergreen Construction), Brian Mitchell
(Cooper Carry, Inc., Architects), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority Discipline
Activity
Question Question from Michaela Ray Evergreen Construction on Wednesday, Jul 10, 2024 at 05:24 PM EDT
Reference: E2.01, E1.01
Description:
It was discovered that the electrical schedule calls for A2E lights that are supposed to be run to an existing emergency circuit
that is attached to a generator. There is no generator on this site, and these lights will require an emergency driver backup
batter attached to all the A2E lights.
Attachments
E2.01_ ELECTRICAL PARTIAL LIGHTING PLAN - AREA A Rev.1.pdf, E1.01_ ELECTRICAL LEGEND, NOTES, DETAILS
AND SCHEDULES Rev.2 markup.pdf
Awaiting an Official Response
Evergreen Construction Page 1 of 1 Printed On: Jul 10, 2024 05:25 PM EDT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THROUGH - PENETRATION FIRE STOP SYSTEMS
SYSTEM NO. C-AJ-1238
ELECTRICAL DEMOLITION NOTES ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND
"F" RATING 2HR
"T" RATING 1/4HR HOMERUN TO PANELBOARD, LETTER INDICATES PANEL DESIGNATION. NUMBER INDICATES
1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE AS DIRECTED ALL ELECTRICAL APPURTENANCES CIRCUIT NUMBER, SLASH MARKS INDICATES NUMBER OF CONDUCTORS IN SIZE CONDUIT AS
A 1 FLOOR OR WALL ASSEMBLY - MIN 5" THICK NORMAL WEIGHT (150 PCF) CONCRETE. WALL MAY ASSOCIATED WITH NEW CONSTRUCTION. DIVERT, EXTEND, RE-ROUTE, REPLACE, RECONNECT, OR 1. ALL WORK SHALL BE IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE WITH GEORGIA AMMENDMENTS
REQUIRED BY N.E.C. (NO SLASH MARKS INDICATES 2#12, 1#12G, 1/2"C. ( ) INDICATES GREEN
ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING OTHERWISE MAKE GOOD AND LEAVE IN SAFE WORKING ORDER ALL PORTIONS OF THE EXISTING AND THE 2020 NATIONAL ELECTRICAL CODE.
IS 14". GROUND CONDUCTOR. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT.
ELECTRICAL INSTALLATION REQUIRED TO REMAIN IN USE DURING AND/OR AFTER THE COMPLETION OF
P
P
WORK. 2. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED PROJECT TO INSPECT THE EXISTING CONDITIONS
2 THROUGH PENETRATES - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONDUIT CONCEALED IN CEILING OR WALL.
AND DETERMINE THE SCOPE OF HIS WORK AND THE EXTENT OF DEMOLITION AND RENOVATION WORK. THE SITE
CONCENTICALLY OR ECCENTRICITY WITHIN THE FIRE STOP SYSTEM. THE ANNULAR SPACE INSPECTION SHALL BE MADE PRIOR TO SUBMITTING BID FOR THE PROPOSED PROJECT. NO COMPENSATION WILL
2 BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING SHALL BE MIN 1/4" TO 2. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE REMOVAL AND DISPOSAL OF ALL EXISTING CONDUIT CONCEALED IN SLAB OR BELOW GRADE, 3/4" MINIMUM.
MAX 1". PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR ELECTRICAL MATERIAL WHICH IS NOT TO BE REUSED ON THE PROJECT. CONTRACTOR SHALL REMOVE AND BE ALLOWED FOR FAILURE TO INSPECT THE SITE. CONTRACTOR SHALL INFORM ARCHITECT PRIOR TO BIDDING OF
2 WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR STORE ANY ELECTRICAL MATERIAL IF SO DIRECTED BY AGL. PATCH AND PAINT WALLS AND CEILINGS AS DISCREPANCIES WHICH EXIST BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. ALL SITE VISITS TO BE
TUBING MAY BE USED: REQUIRED BY REMOVALS OF APPURTENANCES. COORDINATE WITH ARCHITECT. SCHEDULED WITH SCHOOL STAFF BEFORE ARRIVING AT SITE. CONDUIT EXPOSED.
3a a. STEEL PIPE - NOM 12"∅ (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES.
3. WORK IS TO BE CARRIED OUT WITHOUT UNNECESSARY INTERFERENCE WITH EXISTING FACILITIES AND ELECTRICAL PANELBOARD, 277/480 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED.
b. CONDUIT - NOM 6"∅ (OR SMALLER) RIGID STEEL CONDUIT. OPERATIONS. POWER INTERRUPTIONS SHALL BE SCHEDULED WITH APS AND SHALL BE TAKEN ONLY
3b DURING THOSE PERIODS WHICH HE HAS APPROVED IN WRITING. COORDINATE EXACT PHASING OF 4. REFER TO RISER DIAGRAM FOR PANELBOARD FEEDER SIZES.
ELECTRICAL PANELBOARD, 120/208 VOLT, 3 PHASE, 4 WIRE. NEW OR EXISTING AS INDICATED. © 2022 BOLDEN-WILLIAMS & ASSOCIATES
c. CONDUIT - NOM 4"∅ (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING. CONSTRUCTION WITH ARCHITECT. MINIMUM 10 DAYS ADVANCE NOTICE.
5. OVERCURRENT PROTECTION, WIRE SIZE AND NUMBER OF CONNECTION POINTS FOR MECHANICAL HVAC
EQUIPMENT IS FOR ITEMS AS SPECIFIED. COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY DRY TYPE PAD/SUSPENDED TRANSFORMER. REFER TO PLANS FOR APPROXIMATE LOCATIONS SCOPE DOCUMENTS
d. IRON PIPE - NOM 12"∅ OR SMALLER) CAST OR DUCTILE IRON PIPE. 4. DEMOLITION OF EXISTING ELECTRICAL MATERIAL SHALL BE INCLUDED IN CONTRACTOR'S BID. REFER TO T
AND TO TRANSFORMER SCHEDULE FOR ADDITIONAL INFORMATION.
N
N
ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DEMOLITION. CHANGES PRIOR TO INSTALLATION FOR ACTUAL EQUIPMENT FURNISHED AT NO COST TO OWNER. REFER TO
1 1 e. COPPER TUBING - 4"∅ (OR SMALLER) TYPE "L" (OR HEAVIER) COPPER PIPE. MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT. The Contract Documents Issued for [Conceptual Design, Schematic
CONTROLLER.
Design, Design Development, Partial Construction Documents or Other
5. EXISTING WALLS THAT ARE TO BE DEMOLISHED. REMOVE CIRCUITS BACK TO NEAREST DEVICE ON SAME
f. COPPER PIPE - NOM 4"∅ (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 6. REFER TO HVAC/ELECTRICAL SCHEDULE FOR HVAC EQUIPMENT FEEDER SIZES UNLESS OTHERWISE NOTED ON Issuance up to Issued for Construction] are intended to be at that level of
CIRCUIT THAT SHALL REMAIN INTACT OR COMPLETELY BACK TO PANELBOARD. RECONNECT NEW WIRING CIRCUIT BREAKER IN NEMA 1R ENCLOSURE, SIZE AS INDICATED.
PLANS OR SCHEDULE. development and as such, may be neither complete nor coordinated. The
3 FIRE STOP SYSTEM - THE FIRE STOP SYSTEM SHALL CONSIST OF THE FOLLOWING: TO EXISTING DEVICES ON SAME CIRCUIT "DOWNSTREAM" IN ORDER THAT THEY OPERATE IN SAME MANNER
SECTION A-A AS BEFORE RENOVATION. [Construction Manager, Contractor, Design/Builder] is responsible for
1 HEAVY DUTY DISCONNECT SWITCH, "WP" INDICATES WEATHERPROOF NEMA 3R ENCLOSURE.
a. PACKING MATERIAL - MIN 3 1/2" THICKNESS OF TIGHTLY-PACKED MINERAL - WOOL BATT 7. ALL RECEPTACLES WITHIN (6'-0") OF PLUMBING FIXTURES SHALL BE PROVIDED WITH 5 MILLIAMP GROUND FAULT complete and coordinated pricing [and execution] of the Work, and shall
A INTERRUPTERS.
REFER TO SCHEDULES FOR FUSE REQUIREMENTS.
include items necessary for the proper execution and completion of the
MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP 6. REMOVE EXISTING FIRE ALARM SYSTEM FOR ENTIRE BUILDING, THIS INCLUDES ALL WIRING, DEVICES AND
SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE CONTROL PANELS. # MOTOR, (#) INDICATES HORSEPOWER IF APPLICABLE. Work, as shown, specified, reasonably inferred or required for a complete
THE REQUIRED THICKNESS OF FILL MATERIAL (ITEM 3B). 8. EDGE OF LIGHT SWITCH WALL PLATE SHALL NOT BE MORE THAN 4" AWAY FROM METAL/WOOD DOOR FRAME. Project. For Work of delegated designs; systems, assemblies,
7. THE CONTRACTOR SHALL REMOVE ALL EXISTING CEILING MOUNTED DEVICES OTHER THAN THOSE TO BE TYPICAL FOR SINGLE AND MULTI GANG WALL SWITCHES. components and materials shall comply with national, state and local code
b. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4" THICKNESS OF FILL MATERIAL L.E.D. FIXTURE, TYPE INDICATED. requirements. The [Construction Manager, Contractor, Design/Builder]
APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF REMOVED BY THE OWNER. CEILING MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS SHALL REMAIN IN
WALL. PLACE WITH TEMPORARY WIRE SUPPORTS DURING CONSTRUCTION. REINSTALL OR REPLACE CEILING 9. CONFIRM MOUNTING HEIGHTS AND COORDINATE LOCAITON OF ALL OUTLETS, SWICHES AND OTHER DEVICES WITH shall inform the Owner and Architect, in timely fashion, of any discovered
M
M
MOUNTED FIRE ALARM DEVICES AND EXIT SIGNS PER THE CONTRACT DOCUMENTS IN NEW CEILING SYSTEM ARCHITECTURAL ELEVATIONS (FURNITURE LAYOUTS) PRIOR TO ROUGH-IN. L.E.D. FIXTURE, SWITCHED EMERGENCY, TYPE INDICATED. omissions, inconsistencies or errors in the Contract Documents.
FIRE STOP SYSTEMS INC. 4100 NS, 4100SL, 4800DW. IN THE SAME LOCATION AS THE EXISTING.
*BEARING THE UL CLASSIFICATION MARKING UNDERWRITERS LABORATORIES INC. 10. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT. L.E.D. FIXTURE, UNSWITCHED (NIGHT LIGHT) EMERGENCY, TYPE INDICATED.
8. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO STARTING DEMOLITION THOSE ITEMS THE OWNER
WILL REMOVE AND REINSTALL. 11. ALL WIRING SHALL BE IN METAL CONDUIT.
L.E.D. EXIT SIGN, TYPE INDICATED.
12. CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW LIGHT FIXTURES, RECEPTACLES, PANELBOARDS, ETC.
PIPE PENETRATION FOR FIRE RATED WALLS 9. THE CONTRACTOR SHALL LABEL AND STORE ALL EXISTING TO REMAIN CEILING MOUNTED DEVICES TO BE
WITH EXISTING STRUCTURE, PIPING, DUCTWORK, ETC. AND MAKE ADJUSTMENTS AS REQUIRED. S
TOGGLE SWITCH, "2" INDICATES 2 POLE, "3" INDICATES 3 WAY, "4" INDICATES 4 WAY, "P" INDICATES
1
RE-USED IN A SAFE, DRY AND CONDITIONED SPACE DURING CONSTRUCTION. REINSTALL DEVICES IN THE PILOT LIGHT, "M" INDICATES MANUAL MOTOR CONTROLLER.
NEW CEILING IN THEIR ORIGINAL LOCATIONS. REPORT AND COORDINATE ANY CONFLICTS WITH ARCHITECT. 1 POLE WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRMTS-1-G-FINISH.
SCALE: N.T.S. 13. PROVIDE SCALED DRAWINGS OF ALL ELECTRICAL ROOMS TO ELECTRICAL ENGINEER FOR APPROVAL PRIOR TO
SO1 APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
10. REMOVAL OF EXISTING CEILING MOUNTED DEVICES DURING CONSTRUCTION SHALL NOT IMPACT THE ORDERING EQUIPMENT. DRAWINGS MUST INSURE PROPER CLEARANCES ARE BEING MAINTAINED PER THE N.E.C.
WITH ACTUAL EQUIPMENT BEING INSTALLED. TYPICAL FOR ALL NEW AND EXISTING ELECTRICAL ROOMS. DIMMING WALL SWITCH/OCC SENSOR, DUAL TECHNOLOGY, CURRENT #LHRDDMMTS-2-FINISH.
SYSTEMS IN OTHER PARTS OF THE BUILDING NOT UNDER CONSTRUCTION (IE: THE REMOVAL OF A CEILING SOD APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
MOUNTED SPEAKER SHALL NOT DISABLE THE REMAINING SPEAKERS IN OTHER PARTS OF THE SCHOOL.) ISSUANCES
L
L
14. PROVIDE ARC FLASH LABELING FOR ALL ELECTRICAL EQUIPMENT PER N.E.C. AND N.F.P.A. 70E. SWITCHGEAR DIGITAL PROGRAMMABLE TIME SWITCH, CURRENT #TD300. APPROVED EQUALS BY SENSOR SWITCH
11. THE CONTRACTOR SHALL TEST ALL RE-INSTALLED DEVICES AND CONFIRM DEVICES AND SYSTEMS ARE IN MANUFACTURER SHALL PROVIDE COMPLETE ARC FLASH STUDY AND ALL EQUIPMENT LABELING. SDT AND WATTSTOPPER. No. Drawing Issue Description Date
WORKING ORDER. BRING TO THE ATTENTION OF THE OWNER AND ARCHITECT ANY DEVICES THAT FAIL. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-500. PROVIDE 1 50% CONSTRUCTION DOCUMENTS 07/27/2022
15. PROVIDE FINISHED COVER PLATES FOR ALL JUNCTION BOXES. O1
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER. 2 ISSUED TO DOE 03/14/2023
12. PROVIDE STAINLESS STEEL COVER PLATES FOR ALL EXISTING DEVICES BEING REMOVED.
ELECTRICAL LIGHT FIXTURE SCHEDULE 16. ALL JUNCTION BOXES AND COVER PLATES SHALL BE PAINTED AND LABELED. CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-1000. PROVIDE 3 ISSUED FOR BID/PERMIT 04/20/2023
O2
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER. 4 ADDENDUM #1 05/23/2023
17. ALL NEW BRANCH CIRCUITING BEING INSTALLED ON EXISTING WALLS TO BE IN EMT CONDUIT. PAINT AS REQUIRED CEILING MOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR, CURRENT #OMNI-DT-2000. PROVIDE
TO MATCH WALL. COORDINATE WITH ARCHITECT. O3
POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LUMENS WATTAGE MOUNTING NOTES
18. TERMINATIONS (LUGS, TERMINAL BLOCKS, ETC.) IN CIRCUIT BREAKERS, DISCONNECT SWITCHES, LIGHTING HIGH CEILING MOUNTED, PASSIVE INFRARED OCCUPANCY SENSOR, CURRENT #WSP-SM.
OH
PROVIDE POWER PACKS AS REQUIRED. APPROVED EQUALS BY SENSOR SWITCH AND WATTSTOPPER.
ELECTRICAL FIRE ALARM NOTES
LITHONIA, CONTACTORS, RELAYS, PANELBOARDS, TIME SWITCHES, ETC. SHALL BE RATED FOR 75°C IN TEMPERATURE. IF
A1 1' x 4' LED FLAT PANEL CPX-1X4-AL07-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1
METALUX, COLUMBIA TERMINATIONS IN EQUIPMENT SUCH AS EXHAUST FANS, WATER HEATERS, AIR CONDITIONING UNITS, ETC. ARE DUPLEX RECEPTACLE, MOUNT AT 18" A.F.F. UNLESS NOTED OTHERWISE.
K
K
RATED FOR 60°C ONLY, THEN CONDUCTORS MUST BE DE-RATED AND USED IN COMPLIANCE WITH TABLE 310-16 OF
LITHONIA, CURRENT N.E.C. AND SIZED FOR THE 60°C COLUMN. DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTER, MOUNT AT 18" A.F.F. UNLESS NOTED
A1E 1' x 4' LED FLAT PANEL (EMERGENCY) CPX-1X4-AL07-SWW7-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3
METALUX, COLUMBIA OTHERWISE. "WP" INDICATES NEMA 3R WEATHERPROOF ENCLOSURE WITH "IN-USE" COVER.
1. AUDIBLE/VISUAL SIGNAL APPLIANCES SHALL COMPLY WITH THE REQUIREMENTS OF RULE 120-3-20.39 OF THE
19. BRANCH CIRCUIT CONDUCTORS SHALL BE SMALLER THAN #12 AND WHERE BRANCH CIRCUIT CONDUCTOR RUNS
LITHONIA, STATE ACCESSIBLITY CODE AND INTERNATIONAL FIRE CODE (2018) EDITION.
A2 2' x 4' LED FLAT PANEL CPX-2X4-AL07-SWW7-M2 ADJUSTABLE 50.0 RECESSED 1 FROM SOURCE (PANEL) TO THE LAST DEVICES ON THE CIRCUIT EXCEEDS 100'-0" IN LENGTH, THE CONDUCTORS F FIRE ALARM PULL STATION, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE SHALL BE #10 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. FOR RUNS OF 200'-0" IN LENGTH, THE
2. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT.
CONDUCTORS SHALL BE #8 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. THE ABOVE APPLIES TO 120- FIRE ALARM VISUAL STROBE, REFER TO SPECIFICATIONS.
LITHONIA, VOLT CIRCUITS ONLY.
A2E 2' x 4' LED FLAT PANEL (EMERGENCY) CPX-2X4-AL07-SWW7-IE10WCP ADJUSTABLE 50.0 RECESSED 1, 3
DUALLITE, SURELITE 3. ALL STROBES AND SPEAKER/STROBES HAVE SWITCH SELECTABLE CANDELA (15, 30, 60, 75 AND 110). AT THE
TIME OF INSTALLATION, SET ALL STROBES AND HORN/STROBES TO 110 CANDELA UNLESS NOTED S FIRE ALARM SPEAKER STROBE, REFER TO SPECIFICATIONS.
20. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT ELECTRICAL REQUIMENTS OF ALL MECHANICAL AND
LITHONIA, OTHERWISE. STATE ADA CODE REQUIRED A MINIMUM OF 75 CANDELA AT ALL LOCATIONS.
A3 2' x 2' LED FLAT PANEL CPX-2X2-AL08-SWW7-M4 ADJUSTABLE 35.0 RECESSED 1 PLUMBING EQUIPMENT WITH THE MECHANICAL AND PLUMBING CONTRACTORS PRIOR TO PURCHASING
DUALLITE, SURELITE
EQUIPMENT. VERIFY THE ELECTRICAL REQUIREMENTS WITH THE EQUIPMENT FURNISHED (NAME PLATE S FIRE ALARM SPEAKER STROBE (WEATHERPROOF), REFER TO SPECIFICATIONS.
4. MOUNT ALL STROBES AND SPEAKER/STROBES AT 80" AFF OR 6" FROM THE CEILING, WHICH EVER IS LOWER.
LITHONIA, INFORMATION) AND MAKE CORRECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. COORDINATE
J
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A3E 2' x 2' LED FLAT PANEL (EMERGENCY) CPX-2X2-AL08-SWW7-M4-IE10WCP ADJUSTABLE 35.0 RECESSED 1, 3 EQUIPMENT LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS AND CONTRACTORS PRIOR TO ROUGH-IN. S FIRE ALARM SMOKE DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 5. ALL HVAC DUCT MOUNTED SMOKE DETECTORS TO BE LOCATED ON THE EXTERIOR OF ASSOCIATED
DUCTWORK AND WITH EASY ACCESS PROVIDED FOR SERVICING AND TESTING.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- 21. CONTRACTOR SHALL ASSURE THAT ALL WORK CLEARANCES PER THE N.E.C. ARE MET OR EXCEEDED WITH
C1 1' x 4' LED VANDAL TROFFER 5,000 44.0 RECESSED - EQUIPMENT FURNISHED PRIOR TO ROUGH-IN. NOTIFY ARCHITECT OF ANY DISCRPENACIES WITH THE ELECTRICAL H FIRE ALARM HEAT DETECTOR, REFER TO SPECIFICATIONS.
DUALLITE, SURELITE 50K-80-WH 6. ALL WIRING SHALL BE INSTALLED IN EMT CONDUIT.
PLANS.
LITHONIA, VRTL-G-L48-5000LM-ICW-AP125FL-MVOLT-EZ1- S FIRE ALARM DUCT MOUNTED SMOKE DETECTOR WITH SAMPLING TUBE, REFER TO SPECIFICATIONS.
C1E 1' x 4' LED VANDAL TROFFER (EMERGENCY) 5,000 44.0 RECESSED 3 7. PROVIDE CONNECTION TO POST SITE INDICATOR VALVE (P.I.V.).
DUALLITE, SURELITE 50K-80-E10WLCP-WH 22. BRANCH CIRCUITING WIRES SHALL NOT PASS THROUGH ELECTRICAL DEVICES (PANELS, DISCONNECT SWITCHES,
CONTACTORS, ETC.) OTHER THAN THOSE DESIGNED FOR THE USE AS A JUNCTION BOX. T SPRINKLER SYSTEM TAMPER SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
8. COORDINATE ALL WALL MOUNTED FIRE ALARM DEVICES IN CLASSROOMS PRIOR TO ROUGH-IN.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
C2 2' x 4' LED VANDAL TROFFER 7,000 58.5 RECESSED -
DUALLITE, SURELITE 50K-80-WH 23. WIRE NUTS ARE NOT PERMITTED WITHIN THE ELECTRICA PANEL OR ELECTRICAL DEVICES. ALL WIRING SHALL BE
9. MAINTAIN EXISTING FIRE ALARM SYSTEM DURING PHASING OF PROJECT. F SRINKLER SYSTEM FLOW SWITCH BY OTHERS, PROVIDE FIRE ALARM CONNECTION.
LITHONIA, 2VRTL-G-L48-7000LM-ICW-AP125FL-MVOLT-EZ1-
PULLED AT REQUIRED LENGTHS WITHOUT SPLICING.
ORG
C2E 2' x 4' LED VANDAL TROFFER (EMERGENCY)
DUALLITE, SURELITE 50K-80-E10WLCP-WH
7,000 58.5 RECESSED 3 10. REMOVE EXISTING FIRE ALARM SYSTEM INCLUDING CABLING. PROVIDE NEW FIRE ALARM SYSTEM PER
SPECIFICATIONS. SYSTEM REMOVAL SHALL FOLLOW PHASING PLAN. PATCH AND PAINT EXISTING WALLS
24. ALL FIRE ALARM CABLING SHALL BE INSTALLED IN EMT CONDUIT. K FIRE ALARM CONNECTION TO KITCHEN HOOD.
E EG
ISTERE D
H
H
IA
G
WHERE OLD FIRE ALARM DEVICES ARE REMOVED.
R
LITHONIA, 2VRTL-G-L24-5000LM-ICW-AP125FL-MVOLT-EZ1- 25. PROVIDE FINISHED STAINLESS STEEL COVER PLATE FOR ALL JUNCTION BOXES VISIBLE BELOW CEILING SPACE. C CARBON DIOXIDE DETECTOR, REFER TO SPECIFICATIONS. No. 5575
C3E 2' x 2' LED VANDAL TROFFER (EMERGENCY) 5,000 41.8 RECESSED 3
DUALLITE, SURELITE 50K-80-E10WLCP-WH PROFESSIONAL
11. FIRE ALARM SYSTEM SHALL INCLUDE TWO PROGRAMMED RELAYS TO SIGNAL "ALARM" AND "TROUBLE" TO
26. PROVIDE DRIP SHEILDS FOR ALL INTERIOR PANELBOARDS AND NEMA 3R COVER FOR ALL TRANSFORMERS. 5-22-23
LITHONIA, EMS SYSTEM. THE ALARM RELAY SHALL NOT RETURN TO NORMAL IF THE FIRE ALARM IS SILENCED BUT H MAGNETIC DOOR HOLD OPEN DEVICE.
EN
GIN EE R
EN
D1 4" LED DOWNLIGHT LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI ADJUSTABLE 25.0 RECESSED 2
RO
PRESCOLITE, PORTFOLIO STILL IN ALARM. THE TROUBLE RELAY SHALL CLOSE FOR ALL TROUBLES AND GROUND FAULTS.
NA
L D L. B O L D
27. BOILER DISCONNECT SHALL BE LOCK-OUT TYPE.
LITHONIA, 12. ALL DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED WITH KEY TESTING OPTION. TYPICAL FOR ALL
D1E 4" LED DOWNLIGHT (EMERGENCY) LDN4-AL02-SWW1-L04AR-LSS-MVOLT-DALI-EM ADJUSTABLE 25.0 RECESSED 2, 3 28. PROVIDE 120-VOLT CONNECTION TO MOTORIZED SMOKE DAMPERS. PROVIDE FIRE ALARM CONNECTION TO EACH
PRESCOLITE, PORTFOLIO THAT CAN BE ACCESSED FROM 10'-0" LADDER. ALL OVER THIS HEIGHT SHALL BE PROVIDED WITH MAGNETIC
SMOKE DETECTOR. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.
TESTING OPTION.
LITHONIA, 4
D2 6" LED DOWNLIGHT LDN6-AL03-SWW1-L06AR-LSS-MVOLT-DALI ADJUSTABLE 38.0 RECESSED 2 29. ELECTRICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL BOX ROUGH-IN AND CONDUIT STUB-OUT FOR THE
PRESCOLITE, PORTFOLIO 13. PROVIDE ADDITIONAL RELAY FOR EACH DUCT MOUNTED SMOKE DETECTOR.
ROOM SENSORS/THERMOSTATS AS SHOWN ON THE MECHANICAL DRAWINGS. DIVISION 23 AUTOMATIC
LITHONIA, TEMPERATURE CONTROL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT
14. PROVIDE THREE FIRE ALARM CONNECTION LOOPS AT A MINIMUM.
G
G
G1 LED HIGH BAY CRPB-ALO13-UVOLT-SWW9-80CRI-DWH ADJUSTABLE 132.0 PENDANT - LOCATIONS AND TYPE ELECTRICAL BOX REQUIRED (I.E. SINGLE GANG, DOUBLE GANG) AND MOUNTING METHOD
DUALLITE, SURELITE
(VERTICAL/HORIZONTAL). BAS VENDOR SHALL BE SOLELY REPONSIBLE FOR ALL WIRING, CONDUIT AND WIREMOLD
15. DEMOLITION SHALL INCLUDE FULL DEMOLITION OF ALL DUCT DETECTORS. PATCH ALL DUCT WORK AFTER
LITHONIA, CRPB-ALO13-UVOLT-SWW9-80CRI-DWH- (WHERE ALLOWED) FOR ALL CONTROLS WORK ASSOCIATED WITH NOTE. ANY OUTSOURCING OF WORK FOR
G1E LED HIGH BAY (EMERGENCY) ADJUSTABLE 132.0 PENDANT 3 DEVICE REMOVAL.
DUALLITE, SURELITE RBAY-BLDE40WCP ROUGH-IN SHALL BE HANDLED DIRECTLY BY BAS AND ELECTRICAL CONTRACTOR PRIOR TO BIDDING WORK. THE
COST ASSOCIATED WITH THE ROUGH-IN FOR BAS WHETHER BY ELECTRICAL CONTRACTOR OR OUTSOURCED
16. FIRE ALARM VENDOR SHALL SUBMIT TO LOCAL FIRE MARSHALL FOR FIRE ALARM PERMIT.
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT- SHOULD BE REPRESENTED IN THE BAS VENDOR BID.
L1 8'-0" LED LINEAR PENDANT 8,000 64.0 PENDANT 1, 4
LITE CONTROL, FOCAL PT WHTT-72A-RDCY-WHTCY-WCRD 17. NEW FIRE ALARM CONTROL PANEL SHALL BE CIRCUITED TO 120-VOLT, DEDICATED, EMERGENCY CIRCUIT.
EXTEND EXISTING CIRCUIT TO NEW FIRE ALARM PANEL LOCATION OR PROVIDE NEW CIRCUIT.
MARK LIGHTING, S4PD-LLP-8-80-50-1000-SCT-MIN1-DRP05-MVOLT-
L1E 8'-0" LED LINEAR PENDANT (EMERGENCY) 8,000 64.0 PENDANT 1, 3, 4
LITE CONTROL, FOCAL PT WHTT-E10WLCP-72A-RDCY-WHTCY-WCRD B1
18. MAINTAIN SERVICE ACCESS TO ALL DEVICES.
LITHONIA,
S1 4'-0" LED STRIP
DUALLITE, SURELITE
CSS-L48-ALO3-MVOLT-SWW3-80-WG ADJUSTABLE 43.9 CHAIN 1, 5 19. FIRE ALARM CABLING SHALL BE PLENUM RATED WITH RED TINT.
LIGHTING CONTROL NOTES
F
F
LITHONIA, 20. PROVIDE FIRE ALARM CONNECTION AND 120 VOLT POWER TO ALL SMOKE DAMPERS. REFER TO
S1E 4'-0" LED STRIP (EMERGENCY) CSS-L48-AL03-MVOLT-SWW3-80-WG-IE10WCPHE ADJUSTABLE 43.9 CHAIN 1, 3, 5 MECHANICAL DRAWINGS FOR QUANTITY AND LOCATIONS.
DUALLITE, SURELITE
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORY IN THE CORRECT LOCATION
LITHONIA, 21. PROVIDE POLYCARBONATE COVER FOR MANUAL PULL STATIONS. STI 13320/13420 DEPENDING ON FLUSH OR REQUIRED FOR A COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF COVERAGE(S) OF
X1 CAST ALUMINUM EXIT SIGN LE.S.W.#.R.120/277.UM - - UNIVERSAL 6 SURFACE MOUNT INSTALLATION. PROVIDE ALARM WITH-IN UNIT.
DUALLITE, SURELITE CONTROLLED AREAS PER THE MANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE (90) TO ONE HUNDRED
(100) PERCENT COVERAGE TO COMPLETELY COVER THE CONTROLLED AREA TO ACCOMMODATE ALL OCCUPANCY A B2
LITHONIA, 22. FIRE ALARM SYSTEM AND ALL ASSOCIATED OPERATIONS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: HABITS OF SINGLE OR MULTIPLE OCCUPANTS AT ANY LOCATION WITHIN THE ROOM(S). THE LOCATIONS AND
XV VANDAL EXIT SIGN LV.S.W.#.R.120/277.UM - - UNIVERSAL 6
DUALLITE, SURELITE QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH
A. INTERNATIONAL BUILDING CODE (2018) WITH GEORGIA AMENDMENTS (2020) ARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO
B. INTERNATIONAL FIRE CODE (2018) PROPERLY AND COMPLETELY COVER THE RESPECTIVE ROOM.
FIXTURE NOTES: C. GEORGIA ACCESSIBILITY CODE 120-3-20 (2010)
D. NFPA 70, NATIONAL ELECTRICAL CODE (2020) 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE A PRE-INSTALLATION MEETING WITH THE MANUFACTURER'S
1. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO HIGH LUMENS AND COLOR TEMPERATURE TO 5,000 CCT. E. NFPA 101, LIFE SAFETY CODE (2018)
C
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FACTORY AUTHORIZED REPRESENTATIVE, AT THE OWNER'S FACILITY, TO VERIFY PLACEMENT OF SENSORS AND
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION. F. OTHER APPLICABLE NFPA STANDARDS INSTALLATION CRITERIA.
2. FIXTURES TO BE PROVIDED WITH ADJUSTABLE LUMENS AND COLOR TEMPERATURE, PRIOR TO INSTALLATION, PRE-SET LUMENS TO MEDIUM LUMENS AND COLOR TEMPERATURE TO 5,000 CCT.
3. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING THE INSTALLATION SO AS TO ENSURE THE BEST POSSIBLE
COORDINATE COLOR TEMPERATURE WITH D.C.S.S. PROJECT MANAGER PRIOR TO INSTALLATION.
INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATION OR
INTERFERENCE OF STRUCTURAL COMPONENTS. THE CONTRACTOR SHALL ALSO PROVIDE AT THE OWNER'S
3. PROVIDE OPTIONAL EMERGENCY LED DRIVER AS INDICATED.
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT
FACILITY, THE TRAINING NECESSARY TO FAMILIARIZE THE OWNER'S PERSONNEL WITH THE OPERATION, USE,
ADJUSTMENT, AND PROBLEM SOLVING DIAGNOSIS OF THE OCCUPANCY SENSING DEVICES AND SYSTEMS.
4. PROVIDE 10'-0" SAFETY CABLE, LITHONIA #JCBLSC120.
4. ALL SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO
5. PROVIDE (1) PAIR 10'-0" ADJUSTABLE AIRCRAFT CABLE, LITHONIA #ZACVH-100. FIXTURES TO BE MOUNTED IN OPEN CEILING AT 10'-0" AFF. COORDINATE INSTALLATION WITH STRUCTURE, DUCT
WORK, AND PIPING ABOVE.
5.
INSTALLATION.
ALL ULTRASONIC CEILING MOUNTED SENSORS SHALL BE LOCATED A MINIMUM OF 6'-0" FROM HVAC SUPPLY AND
WOODRIDGE ELEMENTARY
6. REFER TO DRAWINGS FOR NUMBER OF FACES AND DIRECTIONAL ARROWS.
SCHOOL MAJOR BUILDING
D
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RETURN DIFFUSERS.
C:\Egnyte\Shared\Drawings\9200's\9212 - Woodbridge ES\Revit\9212-Electrical (R21).rvt
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS. ALL DEVICES SHALL
BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND NATIONAL CODES. SYSTEM REPLACEMENT
7. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE
MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR
PLACEMENT TO ENSURE A TROUBLE-FREE OCCUPANCY-BASED LIGHTING CONTROL SYSTEM. THIS SERVICE SHALL
BE PROVIDED AT NO ADDITIONAL COST.
8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE BOTH THE MANUFACTURER AND THE ELECTRICAL ENGINEER WITH
TEN WORKING DAYS WRITTEN NOTICE OF THE SCHEDULED COMMISSIONING DATE. UPON COMPLETION OF THE
4120 CEDAR RIDGE TRAIL
SHEET NUMBER: E1.01 - ELECTRICAL LEGEND, NOTES, DETAILS AND SCHEDULES
SYSTEM FINE-TUNING THE FACTORY AUTHORIZED TECHNICIAN SHALL PROVIDE THE PROPER TRAINING TO THE ♦
C
C
OWNER'S PERSONNEL IN THE ADJUSTMENT AND MAINTENANCE OF THE SENSORS.
DEKALB COUNTY SCHOOL DISTRICT
9. SUBMIT DRAWINGS SHOWING LOCATIONS OF ALL OCCUPANCY SENSORS AND COVERAGE PATTERNS.
ELECTRICAL LEGEND, NOTES,
10. CONTRACTOR SHALL PROVIDE 10% SPARE OCCUPANCY SENSORS.
11. PROVIDE THE FOLLOWING TIME SETTINGS FOR DIGITAL TIMER SWITCHES:
A. MECHANICAL ROOMS - 2 HOURS DETAILS AND SCHEDULES
B. ELECTRICAL ROOMS - 2 HOURS
C. IDF ROOMS - 1 HOUR
D. MDF ROOMS - 1 HOUR
E. MECHANICAL MEZZANINES - 3 HOURS
F. EQUIPMENT STORAGE ROOMS - 1 HOUR
B
B
12. PROVIDE THE FOLLOWING TIME SETTINGS FOR OCCUPANCY SENSORS:
RONALD L. BOLDEN 20210314
A. CORRIDORS - 30 MINUTES Principal-in-Charge Project No.
B. LOBBIES - 30 MINUTES
C. GANG RESTROOMS - 15 MINUTES JEFF WILLIAMS 05/22/23
D. CLASSROOMS - 15 MINUTES Project Manager Date
E. MEDIA CENTER MAIN AREAS - 30 MINUTES
MATT FORRESTER
5/22/2023 2:37:35 PM
F. MEDIA CENTER OFFICES AND AUXILIARY AREAS - 15 MINUTES
G. OFFICES - 15 MINUTES Project Architect
H. CAFETERIAS - 30 MINUTES
I.
J.
KITCHEN MAIN AREAS - 30 MINUTES
KITCHEN AUXILIARY AREAS - 15 MINUTES
Staff Architect
E1.01
A
A
K. STORAGE/STOCK ROOMS - 15 MINUTES
L. ALL OTHER AREAS NOT LISTED - 15 MINUTES
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
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DRAWING NOTES
1 FIXTURE PROVIDED WITH GENERATOR TRANSFER DEVICE (GTD). PROVIDE EMERGENCY
CONNECTION TO EMERGENCY LIGHTING CIRCUIT. FIXTURE TO BE SWITCHED NORMALLY (ON & OFF)
WITH ROOM/AREA LIGHTING CIRCUIT.
P
P
2 CONNECT NEW LIGHT FIXTURES AND CONTROLS IN THIS ROOM/AREA TO EXISTING CIRCUITING MADE
AVAILABLE DURING DEMOLITION. ALL EMERGENCY FIXTURES ARE TO BE CONNECTED TO EXISTING
EMERGENCY CIRCUIT MADE AVAILABLE DURING DEMOLITION.
3 CONNECT TO EXISTING EMERGENCY CIRCUIT IN CORRIDOR.
4 CONNECT NEW LIGHTING FIXTURES AND CONTROLS IN THIS ROOM/AREA TO EXISTING CIRCUITING
MADE AVAILABLE DURING DEMOLITION. ALL UNSWITCHED LIGHT FIXTURES, EMERGENCY BATTERY
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 PACKS AND EXIT SIGNS SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING AND CONTROLS SO TO
REMAIN "HOT". © 2022 BOLDEN-WILLIAMS & ASSOCIATES
A2 A2 A2 A2
O3 O3 O3 SCOPE DOCUMENTS
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There is no existing emergency circuit in corridor or building. There The Contract Documents Issued for [Conceptual Design, Schematic
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 Design, Design Development, Partial Construction Documents or Other
is no generator, these drawings are drawn as if and under the Issuance up to Issued for Construction] are intended to be at that level of
A2 A2 A2 A2 assumption there is a generator. development and as such, may be neither complete nor coordinated. The
4TH 4TH 5TH
941 942 943 [Construction Manager, Contractor, Design/Builder] is responsible for
Emergency drivers with batteries will need to be added in the complete and coordinated pricing [and execution] of the Work, and shall
4TH & 5TH
include items necessary for the proper execution and completion of the
944 absence of the generator.
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 Work, as shown, specified, reasonably inferred or required for a complete
Project. For Work of delegated designs; systems, assemblies,
A2 A2 A2 A2 components and materials shall comply with national, state and local code
2 2 2 requirements. The [Construction Manager, Contractor, Design/Builder]
shall inform the Owner and Architect, in timely fashion, of any discovered
M
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2 omissions, inconsistencies or errors in the Contract Documents.
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A2 A2 1 50% CONSTRUCTION DOCUMENTS 07/27/2022
2 ISSUED TO DOE 03/14/2023
A2 A2 A2E 2 2 2 3 ISSUED FOR BID/PERMIT 04/20/2023
2 A2 A2E A2 A2
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4TH DT
938
A2 GIRLS
A2 A2 A2 A2 A2 2 947.2
2 2 2
JAN A2 A2 A2 A2 A2 A2 A2 A2
947.3 C2 O3 C2 A2 A2 A2
ORG
3RD
937 C2 E EG
ISTERE D
H
H
2
IA
G
R
O3 O3
O3
No. 5575
PROFESSIONAL
X1
A2 A2 A2 A2 A2 A2 A2 A2 4-12-23
A2 A2 A2 EN
GIN EE R
EN
X1
RO
O3 O3
NA
A2 A2 A2
X1
A2 A2 A2
2ND 1 1 2ND
1 3RD L D L. B O L D
2 901 902 903
A2 A2 A2 A2E A2E A2 A2 A2 A2E A2 A2
A2 A2
G
G
D D D
A2 A2
O3
L1 L1 L1 L1 L1
A2 O3 A2 A2 A2 A2 O3 A2
A2 A2
A2 A2 D D B1
OH OH
MEDIA CENTER
1ST
100 A2 A2
909 2
DT
F
F
L1 L1 L1 L1 L1
O3 A1 A2 A2E A2 A2 A2 A2E A2 A2
A2 A2 A2 A2
A2 A2 A2
A2 A2 A2 A2
JAN 3RD
905.4 2ND
2 1
O1
1 905 904
O3
1ST O3
A B2
908 O3 A2 A2
1ST A2 A2 A2
A2 A2 A2 A2 A2 A2 A2 A2
A2 A2 A2 910 A2 A2 2 A2E 1
A2 A2 A2 A2 L1 L1 L1 L1 L1
O3
O3
2 1 2 O3 O3
1 2 2 BOYS GIRLS CLINIC 2
1 905.3 905.2 905.1 C
E
E
OH OH
A2 A2 A2 A2 A2 A2 A2
A2E A2 A2 A2 A2 A2 A2
A2 A2 A2E 2
A2 A2 A2 A2E
A2
L1 L1 L1 L1 L1 2 2
D D
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT
A2 A2 X1 2
O3
DD A2 O3 A2 A2 2 A2 A2 O3 A2 A2 S1 CUST. S1
WOODRIDGE ELEMENTARY
DT
918.10
A2 A2 A2
SCHOOL MAJOR BUILDING
D
D
L1 L1 L1 L1 L1
C:\Egnyte\Shared\Drawings\9200's\9212 - Woodbridge ES\Revit\9212-Electrical (R21).rvt
SYSTEM REPLACEMENT
D
2 3 3
3 3
A2 A2
A2 A2 A2E A2 A2 A2 A2E A2 S1 S1E
CORRIDOR 1 A2E A2 A2 A2
OD
OD
1005 2
O3
1
1 2 2
2 2 1 A2
4120 CEDAR RIDGE TRAIL
O1
O3
2
2 A2
A2 A2 A2 A2 A2 A2 A2
A2
A2 A2 A2 A2 ♦
C
C
O3 1ST
O3
A2 A2 EIP
100.1
OFF.
100.2
OFF.
100.3 S1 S1 DEKALB COUNTY SCHOOL DISTRICT
907 2
SHEET NUMBER: E2.01 - ELECTRICAL PARTIAL LIGHTING PLAN - AREA A
O3
DT
MECH.
ELECTRICAL PARTIAL
O3 1
1ST 918.3
A2 A2
A2 A2 A2 906
A2 A2 A2 A2 LTSE
906.4
3
A2 BOYS
906.2 X1
A2 A2 A2
O3
A2 A2 A2
S1 S1E
LIGHTING PLAN - AREA A
GIRLS
906.3 A2 O3
A2
MATCH LINE
B
B
A2
BOOKS 2
906.5 O3 RONALD L. BOLDEN 20210314
3 A2
Principal-in-Charge Project No.
1
A1E A1 A1 X1 JEFF WILLIAMS 04/12/23
Project Manager Date
MATCH LINE MATT FORRESTER
4/12/2023 4:40:16 PM
Project Architect
ELECTRICAL PARTIAL LIGHTING PLAN - AREA A Staff Architect
E2.01
A
A
1 1/8" = 1'-0"
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
July 12, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 7, Egress Lighting Issues
Dear Steve,
As requested, we have priced the cost involved with the Egress Lighting Issues; the cost to incorporate this
work into our scope is $26,656.00; this pricing is based on the following:
BREAKDOWN:
$ 5,608.95 – Labor
16,656.00 – Material
1,324.80 – Sales Tax
496.80 – Expense
2,665.35 – Ohd & Profit
$ 26,656.00 – Total
CLARIFICATION of EGRESS LIGHTING ISSUES:
We have a three-fold issue on this project regarding the egress lighting; these issues are as follows:
1) First, in the stamped Lighting Fixture Submittals that Mayer provided us back in January, the Engineer
marked Fixture Types A1E, A2E, D1E, and S1E with the following comment: “Provide Generator
Transfer Device In lieu of Emergency Battery Pack”; this was an oversight, as there is no Generator at the
Woodridge School. Therefore, there were no Emergency Drivers furnished for these Fixtures. These
Fixtures represent a total quantity of (61).
2) Second, in the current Electrical Plans there are (38) Type A2, (6) Type C2, (4) Type C2G, (2) Type C3,
and (4) Type L1 fixtures that should have been marked with an “E” suffix for Emergency; however, they
were not”; therefore, there were no Emergency Drivers furnished for these Fixtures. These Fixtures
represent a total quantity of (54).
3) Third, the Catalog Number for the Type XV Exit Fixture in the Lighting Fixture Schedule does not include
the Emergency designation; therefore, the Fixtures furnished do not include Emergency Battery Backup.
There are (3) of these Fixtures in the Gymnasium.
QUALIFICATIONS:
1) This COR includes (115) Emergency Drivers, Assurance Emergency Lighting #L10-DC-CEC, and (3)
Type XV Fixtures with Emergency Battery Backup, Lithonia Lighting #LV-S-W-1-R-120/277-ELN-UM;
cut sheets attached.
Mr. Steve Hall
Evergreen Construction
Re: Woodridge Elementary
COR 7, Egress Lighting Issues
July 12, 2024
Page 2 of 2
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
L10-CEC
10 Watt UL Listed
LED Emergency Driver
Specifiers reference:
EMERGENCY
Project: DRIVER
Type:
#L10-DC-CEC
Model #:
Comments:
Product Summary Description
Approvals. . . . . . . . . . . . . . . . . . . . . . . . . . . . UL Listed to UL924 The Assurance Emergency Lighting L10-CEC LED
Input . . . . . . . . . . . . . . . . . . (Universal) 115 - 277Vac, 50/60 Hz emergency drivers are used with LED luminaires and Class
Input current . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 mA (max.) 2 LED drivers to convert lighting fixtures for emergency
Input power . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Watts (max.) lighting applications.
Output voltage . . . . . . . . . . . . 15-55 Vdc - Class 2 Compliant
Output power . . . . . . . . . . . . . . . . . . . . . . 10W Constant Power Specifications
Operating time . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 minutes Emergency lighting shall be provided by using a standard
Battery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lithium LED fixture, separate LED Class 2 driver and a constant
Test Switch . . . . . . . . . . . . . . . . . . . .Quick Connect IP65 rated power L10-CEC 10W emergency driver. The LED
illuminated test switch emergency driver shall be UL Listed for field or factory
Weight . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.3 lbs installations. It allows the LED luminaire to be used
Case . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Galvanized steel for both normal and emergency operation. The luminaire
Dimensions . . . . . . . . . . . . . . . . . . . . . . . 9.5” L x 1.7” W x 1.14” H can be used for switched, dimmed or unswitched
applications. The L10-CEC emergency driver contains
battery, charger and DC converter in a metal can for
Operating Temperature . . . . . . . . . 32° to 131° F (0° to 55° C)
installation inside a luminaire. The L10-CEC emergency
Recharge time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Hrs
driver shall provide a constant 10 watts to the (15-55 Vdc)
Warranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 years full LED load for a minimum of 90 minutes. A quick connect
IP65 rated illuminated test switch shall be included.
Suitable for use in sealed and gasketed luminaires.
The L10-CEC shall have 4 watts of input power (max).
The L10-CEC meets or exceeds all National Electrical
Codes and Life Safety Code requirements and is rated
for damp locations. The L10-CEC meets Title 20 CEC
requirements. The L10-CEC is warranted for a full 5
years from date of purchase.
Mounting Configuration
Note: Output current of AC driver must not exceed 5.0A
L10-CEC: No flex conduit Input line current though Black EM wire must not exceed
5.0A. Alternate wiring diagrams are available.
All Specifications subject to change without prior notification.
Assurance Emergency Lighting, a division of Assurance Engineering LLC
Assurance Engineering LLC · 357 Cumberland Street · Memphis, TN 38112 · 1-877-774-4775 · www.assurancelighting.com
102522
Catalog
Number
TYPE XV-ALT
Notes
FEATURES & SPECIFICATIONS
INTENDED USE — Suitable for cold weather (down to -40°C with CW option), wet location (4X option), security/
prisons and high-abuse applications. Certain airborne contaminants can diminish the integrity of acrylic
#LV-S-W-1-R-120/277-ELN-UM
Type
and/or polycarbonate. Click here for Acrylic-Polycarbonate Compatibility table for suitable uses.
CONSTRUCTION — The housing is .25" to .525" thick rugged, low-profile cast aluminum.
Clear, UV-stable polycarbonate cover is .130" thick to prevent cracking or breaking. Cover is secured with four
stainless steel Torx T20, tamper-resistant screws with center pin. Cover is secured with four stainless steel Phillips Indura®
head screws, with the FPA option.
.1" thick polycarbonate faceplate incorporates universal directional chevron knockouts that are concealed and
easily removed and replaced. All-Conditions Exits
Universal mount (UM) option available – top, back, end mounting or conduit entry. (canopy provided)
LV EL N
Letters 6" high with 3/4" stroke, with 100 ft viewing distance rating, based upon UL924 standards.
U.S. Patent No. 5,611,163 and D383,501.
OPTICS — Lamp is constructed using new LED technology. Provides perfectly uniform illumination.
The typical life of the exit LED lamp is 5 years, based on 24/7 operation. Single-face exit uses one LED lamp;
double-face exit uses two LED lamps. Low energy consumption — red lamp consumes 3.3 watts (120V); green White on white
lamp consumes 1.7 watts (120V). w/red letter color
ELECTRICAL — Dual voltage input capability (120/277V). LED LAMPS EMERGENCY
Sealed, maintenance-free nickel-cadmium battery delivers 90 minutes capacity to lamp. Constant-current series NEMA 4X Rating Available
charger, automatic recharge after battery discharge.
Vandal-resistant magnetic test switch (magnet included) and LED indicator mounted on bottom of housing provide
a safe, easy means for testing. Manual test switch also provided inside housing.
Polarized battery connector simplifies installation and maintenance; prevents charger damage from improper
connection.
Brownout protection.
Low voltage disconnect allows battery connection before AC power is applied and prevents battery damage from
deep discharge. Black on black
w/green letter color
Self-diagnostics (optional). Automatically tests once a month for five minutes and once every six months for 30
minutes. Bi-color LED status indicator, test and service required.
INSTALLATION — Back mount standard for single face (no canopy), unless universal mount (UM) specified.
Conduit entry (1/2" - 14 UNC) included with universal mounting. BUY AMERICAN ACT — Product with the BAA option is assembled in the USA and meets the Buy America(n)
Cast-aluminum canopy attaches to 10-gauge steel mounting plate for top or end mounting (not required for back government procurement requirements under FAR, DFARS and DOT regulations.
mounting). Please refer to www.acuitybrands.com/buy-american for additional information.
Canopy mounting bracket provides 160 lbs. of mounting strength when mounted to suitable structure. Bracket WARRANTY — 5-year limited warranty. (Battery is prorated). This is the only warranty provided and no
will only fit a 2-gang junction box. other statements in this specification sheet create any warranty of any kind. All other express and implied
LISTINGS — UL Listed (standard). NOM certified (see Option). 4X option is UL Listed to NEMA 4X ratings. CW and warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/
4X option is UL 924 wet location listed. NSF certified (FPA option). Meets UL 924, NFPA 101 (current Life Safety terms-and-conditions
Code), NEC and OSHA illumination standards, and State of Minnesota energy-efficient legislation requiring less Note: Actual performance may differ as a result of end-user environment and application.
than 20W consumption. Suitable for ambient temperatures 10°C (50°F) to 40°C (104°F). Meets all applicable FCC All values are design or typical values, measured under laboratory conditions at 25 °C.
Title 47, Part 15, Subpart B requirements. Specifications subject to change without notice.
ORDERING INFORMATION For shortest lead times, configure products using bolded options. Example: LV S W 1 R 120/277 EL N
LV S EL N
Faceplate/ Number of Emergency
Series Face type housing color faces Letter color Input voltage operation Mounting Options
LV S Stencil (blank) Black faceplate 1 Single R Red 120/277 Dual EL N Nickel- (blank) Back (Blank) None
on black face G Green voltage cadmium mount 2 DL UL Listed for damp locations (10°C - 40°C)
housing 2 Double battery UM Universal 4X UL Listed for NEMA 4X
W White on white face 1 mount
CW Cold temperature and NEMA 4X wet location
WB White on black battery (down to -40°C)
BW Black on white SD Self-diagnostics
AB Aluminum on NOM NOM certified
black
FPA Food protection area (National Sanitation
AW Aluminum on Foundation Certified - splash zone) 3
white
BAA Buy America(n) Act Compliant
Notes
1. Available with universal mount only.
Accessories: Order as separate catalog number. 2. Back mount standard with single face unless UM is specified. Not available on double face.
ELA TPS T20 Torx tamper-resistant bit for T20 center-pin screw 3. Torx tamper-resistant screws not included with FPA.
ELA VSA Stem/Conduit mounting kit (see spec sheet ELA-VSA)
EMERGENCY LV-EL-N_E
LV EL N Emergency LED, Indura®
SPECIFICATIONS MOUNTING
All dimensions are in inches (centimeters).
ELECTRICAL Shipping weight: 12 lbs. (5.45 kgs.)
Primary Circuit
Cold weather End Mount
Typical Supply Number Input Max.
Type LED life1 voltage of lamps2 watts amps amps watts
1 3.3 .14 .22 18.2
Red >5 years 120
2 4.8 .13 .28 29.1 6 8.5
1 3.3 .13 .26 16.6 (15.2) (21.6)
Red >5 years 277
2 5.2 .13 .31 24.5
1 2.2 .10 .17 17.0
Green >5 years 120
2 3.2 .09 .24 27.3 13-7/8
1 2.5 .10 .19 12.2 (35.2)
Green >5 years 277
2 4.0 .10 .27 24.2
15
(38.1)
BATTERY
Back Mount
Sealed Nickel-Cadmium
13-7/8
Typical Typical (35.2)
Type shelf life3 life3 Maintenance4 Temperature range 5
STD-DL 3 years 6 - 8 years none 50°F - 104°F (10°C – 40°C) 8-3/4
CW 3 years 6 - 8 years none -40°F - 104°F (-40°C – 40°C) (22.2) 4
(10.2)
Notes 4-3/8
1 Based on 24/7 operation. The typical life of the exit LED lamp is 5 years. (11.1)
2 Two-lamp version available with double-face only.
4-3/4
3 At 77oF (25o C ).
(12.1)
4 All life safety equipment, including emergency lighting for path of egress must be maintained, serviced, and tested in accordance
with all National Fire Protection Association (NFPA) and local codes. Failure to perform the required maintenance, service, or 9-1/2
testing could jeopardize the safety of occupants and will void all warranties. (24.1)
5 Temperature range where unit will provide capacity for 90 minutes. Higher and lower temperatures affect life and capacity.
Top Mount Top Mount
Single-Face Double-Face
6
(15.2)
KEY FEATURES
9-7/8
(24.9)
3 4-1/4
(7.6) (10.8)
UL approved for damp, NEMA 4X wet or cold
locations (see options).
NEMA 4X
Mounting Plate
4-3/8
(11.1)
4-3/8
(11.1)
Housing or canopy mounting bracket should be attached to mounting surface using suitable fastener for type of wall
material. All four mounting hole positions should be used, and anchors or screws should have a minimum pullout rating
of 160 lbs. Bracket will only fit a 2-gang junction box.
LV-EL-N_E
EMERGENCY: One Lithonia Way, Conyers, GA 30012 Phone: 800-705-SERV (7378) www.lithonia.com techsupport-lighting@acuitybrands.com © 1996-2024 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/18/24
September 4, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #038 – RFI #046 – Room Square Footage Discrepancy
Dear Ryan:
Attached, please find our proposal to furnish and install the additional ceiling grid and tiles needed based
on the actual field verified square footage (see attached markup). The RCP plan (A11.11) identified some
discrepancies of the overall room square footage based on actual field conditions. The attached markup
explains the discrepancies. Please note that the only costs associated with this discrepancy were ceiling
gird and tiles. The design team confirmed that no additional life safety devices needed to be added.
This Item of Change (I.O.C. 038) results in an added cost of $11,168 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 038
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/4/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #046 - Room Square Footage Discrepancy
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
09-25.100 Drywall and Acoustical 0 0 0
Additional grid and tile 1 LS 0 0 9240.00 9,240
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 8 MHR 0 25 200 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 4 MHR 0 110 440 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 830 9,240
Payroll Taxes & Insurance 293
Sales Tax (8.00%) 0
TOTALS 0 1,123 9,240
Subcontractor General Liability Insurance 0 4 31
Pollution Insurance 0 1 8
Builder's Risk Insurance Premium 0 2 15
Management Software 0 3 22
Subcontractor Default Insurance 0 14 118
EVERGREEN MARKUP - 115 472
GRAND TOTAL $11,168
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #46: Room Square Footage Discrepancy
Status Closed on 07/11/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jun 27, 2024 Due Date Jun 30, 2024
Location Woodridge Elementary School Project Stage
Cost Impact TBD Schedule Impact TBD
Spec Section
Drawing Number A11.11 Reference
Linked Drawings
Received From Josh Varner (Brasington Bailey Construction)
Copies To Steve Hall (Evergreen Construction), Tyler
Mathewson (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority 1 - High Discipline Architectural
Activity
Question Question from Michaela Ray Evergreen Construction on Monday, Jun 24, 2024 at 03:44 PM EDT
Reference: A11.11
Description:
Please see the attached markup with the drawing dimensions (in blue) versus the field dimensions(in red). The drawing
dimensions and field dimensions are a rough total of 200 sqft in difference. Please confirm that no additional life safety
measures need to be taken to accommodate this discrepancy.
Question:
Please confirm that no additional life safety measures need to be taken to accommodate this discrepancy.
Attachments
Room Size Markup WES.pdf
Awaiting an Official Response
All Replies Response from Michaela Ray Evergreen Construction on Thursday, Jul 11, 2024 at 09:03 PM EDT
Room discrepancies are not large enough to need additional life safety measures.
Please note this does effect the amount of grid and lights needed. Some areas do require an additional row of lights.
Evergreen Construction Page 1 of 1 Printed On: Aug 16, 2024 08:00 AM EDT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
Drawing Measurements:
26'-2" THE CENTER FOR CONNECTIVE ARCHITECTURE
26'-0" 32'-1" 32'-1"
191 Peachtree Street NE
Suite 2400
P
P
Actual Measurements: 28 x 32.6 28 x 32 28 x 32 Atlanta, GA 30303-1770
(404) 237-2000
27 x 33 coopercarry.com
31'-9 3/4"
32'-5 1/2"
4TH 4TH 5TH
32'-9"
37'-5 1/2"
941 942 943
4TH & 5TH
944 ©2021 COOPER CARRY
9' - 4" ACT-1
CL.
9' - 4" ACT-1 9' - 4" ACT-1 9' - 4" ACT-1
N
N
943.1
16'-5 1/4"
74'-2"CORRIDOR 9' - 4" ACT-1
27.6 x 28
9'-5 1/2"
Sim
2
A11.13
1007
60 x 9 8' - 0" ACT-1 26'-2"
23'-1 3/4"
22'-8 1/2"
4TH
939
8' - 0" ACT-1
A.P. 27'-0"
28 x 27
M
M
5TH
23'-10 1/2"
940.1 Sim
2 945
29.6 x 27
9' - 4" ACT-1
9' - 4" ACT-1 A11.13
52 x 9
27'-7 3/4"
8'-10" 9' - 4" ACT-1
READING 3RD
940 947
9' - 4" ACT-1
8' - 0" ACT-1
48'-4 3/4"
4TH
27'-4"
938 ISSUANCES
L
L
28.6 x 32.1 28 x 27
27'-7"
9' - 4" ACT-1 No. Drawing Issue Description Date
3RD
BOYS 50% CONSTRUCTION DOCUMENTS 08/15/22
937
947.1 ISSUED FOR DOE 03/15/2023
9' - 4" ACT-1
ISSUED FOR BID/PERMIT 04/20/2023
27'-0"
8' - 0" ACT-2 8' - 0" ACT-2
JAN 28'-0" 27'-8"
947.3 8' - 0" ACT-2
9' - 4" ACT-1 9'-0"
9' - 4" ACT-1 9' - 4" ACT-1 8' - 4" ACT-1
Sim GIRLS
2
947.2
A11.13
26'-0"
K
K
8' - 0" ACT-2 2ND 2ND
23'-11"
27 x 28 901
27 x 27902
3RD
27'-0"
27'-3"
8' - 0" ACT-2
LOUNGE
32'-1/2"
903
910.1
8' - 0" ACT-1 46'-5 1/2"
Sim 8' - 0" ACT-1
24 x 32
EXIST. WOOD SOFFIT TO 2
J
J
9'-5 3/4"
REMAIN JAN
MEDIA CENTER
100
57 x 9
905.4
8' - 0" ACT-1 CORRIDOR
55'-9"
A11.13
1006
9'-2 3/4"
8' - 0" ACT-1
SLOPE CEILING TO
18'-0" 32 x 24
1ST 1ST
FOLLOW STRUCTURE
9 x 18 27'-8" 3RD
32'-1/2"
56'-2"
1ST 904
908 909 910 GIRLS 2ND
27'-2"
905.2 CLINIC 905
H
H
8' - 0" ACT-1 905.1
23'-11"
9' - 4" ACT-1 9' - 4" ACT-1 9' - 4" ACT-1
52 x 54 BOYS
905.3
27 x 28
8' - 0" ACT-2 8' - 0" ACT-2 9' - 4" ACT-1 8' - 4" ACT-1 8' - 4" ACT-1
Sim
2 CUST.
A11.13 918.10
JAN
906.6
9' - 4" ACT-2
G
G
CORRIDOR 8' - 0" ACT-1
1005
8' - 0" ACT-1
OFF.
100.2
1ST 8' - 0" ACT-1
EIP OFF.
907 Sim
1ST 2 100.1 100.3 Sim
906 2
A11.13 MECH.
A11.13
918.3
9' - 4" ACT-1
LTSE 9' - 4" ACT-1 9' - 4" ACT-1 9' - 4" ACT-1 B
9' - 4" ACT-1 906.4 GIRLS Sim
F
F
2 Sim
906.3 CORRIDOR 2
A11.13 1003
9' - 4" ACT-1 8' - 0" ACT-1 A11.13
BOYS
906.2
9' - 4" OTS
A
8' - 0" ACT-2 8' - 0" ACT-2
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT DCSD PROJ. #369-35
C
E
E
1 REFLECTED CEILING PLAN - AREA A WOODRIDGE ELEMENTARY
A11.11 SCALE: 3/32" = 1'-0" SCHOOL MAJOR BUILDING
D
D
SYSTEM REPLACEMENT
RCP LEGEND DCSD PROJ. #369-35
M:\2021\20210314\D-7 Drawings\D-7-1 Revit\Users\Woodridge Central_BM.rvt
LIGHT FIXTURES
SURFACE MOUNTED FIXTURE 4120 CEDAR RIDGE TRAIL
1x4 LAY-IN FIXTURE, ACRYLIC LENS
♦
C
C
2x4 LAY-IN FIXTURE, ACRYLIC LENS
DEKALB COUNTY SCHOOL DISTRICT
2x2 LAY-IN FIXTURE, ACRYLIC LENS
REFLECTED CEILING PLAN -
AREA A
SHEET NUMBER: A11.11 - REFLECTED CEILING PLAN - AREA A
CIELING TILE
ACOUSTICAL CEILING TILE (ACT-1)
WASHABLE CEILING TILE (ACT-2)
B
B
STAINLESS STEEL CEILING TILE
SOPHIA TARKHAN 20210314
OPEN TO STRUCTURE Principal-in-Charge Project No.
08/26/22
MECHANICAL FIXTURES Project Manager Date
BRIAN MITCHELL
4/17/2023 1:53:29 PM
RETURN AIR DIFFUSER
Project Architect
SUPPLY AIR DIFFUSER JOIANA HOOKS
Staff Architect
A11.11
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
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September 4, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #039 – RFI #051 – Different Light Fixtures Needed Rooms 947.1 and 947.2
Dear Ryan:
Attached, please find our proposal to furnish and install two (2) Type C3 light fixtures in rooms #947.1 and
#947.2. Due to the existing soffits in these rooms and the actual size of the rooms, the specified 2x4 Type
C2 light fixtures would not work.
These rooms require 2x2 light fixtures. Due to the lead times on the 2x2 Type C3 light fixtures, we
temporarily installed two (2) inexpensive 2x2 flat panel light fixtures for temporary use and inspections until
the permanent 2x2 Type C3 fixtures come in. This cost includes installing the two (2) temporary light
fixtures, removing them and installing the two (2) permanent 2x2 Type C3 light fixtures. The two (2) Type
C2 2x4 lights that were previously purchased will be turned over to the County.
This Item of Change (I.O.C. 039) results in an added cost of $2,388 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 039
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/4/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #051 - Different Light Fixtures Needed Room 947.1 and 947.2
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16-99.100 Electrical 0 0 0
Two (2) Type C3 2x2 Light Fixtures 1 LS 0 0 1625.00 1,625
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 3 MHR 0 110 330 0
01-99.300 MANAGERIAL PROCESSING 1 MHR 0 95 95 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 425 1,625
Payroll Taxes & Insurance 150
Sales Tax (8.00%) 0
TOTALS 0 575 1,625
Subcontractor General Liability Insurance 0 2 6
Pollution Insurance 0 0 1
Builder's Risk Insurance Premium 0 1 3
Management Software 0 1 4
Subcontractor Default Insurance 0 7 21
EVERGREEN MARKUP - 59 83
GRAND TOTAL $2,388
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #51: Different Light Fixture Needed Rooms 947.1 and 947.2
Status Closed on 07/15/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jul 15, 2024 Due Date Jul 18, 2024
Location Project Stage
Cost Impact Yes (Unknown) Schedule Impact Yes (Unknown)
Spec Section
Drawing Number Reference
Linked Drawings
Received From Chris Johnson (Ask-Kay Electrical Contractors,
LLC)
Copies To Steve Hall (Evergreen Construction), Tyler
Mathewson (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority Discipline Architectural
Activity
Question Question from Michaela Ray Evergreen Construction on Monday, Jul 15, 2024 at 03:33 PM EDT
Reference: A11.10
Description:
Sheet A11.10 calls for 2 x 4 light fixtures in the small rooms in rooms 947.1 and 947.2, please see the attached markup for
reference. These rooms are drawn longer than they actually are and a 2 x 4 fixture will not fit in there. A 2 x 2 fixture is
required for these rooms. The janitor's closet is excluded from this. We were able to turn the 2 x 4 fixture and make it work in
that room.
Attachments
A11.10_ OVERALL REFLECTED CEILING PLAN Rev.1 markup (1).pdf
Awaiting an Official Response
Evergreen Construction Page 1 of 1 Printed On: Jul 15, 2024 03:33 PM EDT
Boys Restroom #947.1
and Girls Restroom #947.2. The rooms effected
were the ones clouded in blue, appears to be a
restroom vestibule leading into the restrooms.
RFI 45
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
DRAWING NOTES
1 FIXTURE PROVIDED WITH GENERATOR TRANSFER DEVICE (GTD). PROVIDE EMERGENCY
CONNECTION TO EMERGENCY LIGHTING CIRCUIT. FIXTURE TO BE SWITCHED NORMALLY (ON & OFF)
WITH ROOM/AREA LIGHTING CIRCUIT.
P
P
2 CONNECT NEW LIGHT FIXTURES AND CONTROLS IN THIS ROOM/AREA TO EXISTING CIRCUITING MADE
AVAILABLE DURING DEMOLITION. ALL EMERGENCY FIXTURES ARE TO BE CONNECTED TO EXISTING
EMERGENCY CIRCUIT MADE AVAILABLE DURING DEMOLITION.
3 CONNECT TO EXISTING EMERGENCY CIRCUIT IN CORRIDOR.
4 CONNECT NEW LIGHTING FIXTURES AND CONTROLS IN THIS ROOM/AREA TO EXISTING CIRCUITING
MADE AVAILABLE DURING DEMOLITION. ALL UNSWITCHED LIGHT FIXTURES, EMERGENCY BATTERY
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 PACKS AND EXIT SIGNS SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING AND CONTROLS SO TO
REMAIN "HOT". © 2022 BOLDEN-WILLIAMS & ASSOCIATES
A2 A2 A2 A2
O3 O3 O3 SCOPE DOCUMENTS
N
N
O3
The Contract Documents Issued for [Conceptual Design, Schematic
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 Design, Design Development, Partial Construction Documents or Other
Issuance up to Issued for Construction] are intended to be at that level of
4TH 4TH 5TH A2 A2 A2 A2 development and as such, may be neither complete nor coordinated. The
941 942 943 [Construction Manager, Contractor, Design/Builder] is responsible for
complete and coordinated pricing [and execution] of the Work, and shall
4TH & 5TH
include items necessary for the proper execution and completion of the
944
A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 Work, as shown, specified, reasonably inferred or required for a complete
Project. For Work of delegated designs; systems, assemblies,
A2 A2 A2 A2 components and materials shall comply with national, state and local code
2 2 2 requirements. The [Construction Manager, Contractor, Design/Builder]
shall inform the Owner and Architect, in timely fashion, of any discovered
M
M
2 omissions, inconsistencies or errors in the Contract Documents.
O3
A2 A2 A2 A2E A2 A2 A2 A2E A2E A2 A2 2
A2
A2E A2 A2 A2
D D D
DT
D
A2 A2
A2 O3 A2 A2 A2 A2 O3 A2
A2
4TH
939 ISSUANCES
L
L
O3 O3 A2E 2 A2 A2 No. Drawing Issue Description Date
D
OD
A2 A2 1 50% CONSTRUCTION DOCUMENTS 07/27/2022
2 ISSUED TO DOE 03/14/2023
A2 A2 A2E 2 2 2 3 ISSUED FOR BID/PERMIT 04/20/2023
2 A2 A2E A2 A2
2
A.P.
D
940.1
D
A2
A2 A2 A2
A2 A2E
O3
A2 A2 A2 5TH
A2 A2 A2 O3
945
READING 3RD
3
3
K
K
2
D
DT
O3
O3
940 947
A2 A2 A2
A2
A2 A2 A2E 2
2 S1 A2 A2 A2
A2 A2 A2E
2 2
A2 A2 A2
A2 A2 A2 A2E
D
A2 A2 A2 A2
A2
2
J
J
O3
C2 O3 C2
A2 A2 A2 A2 C2
A2 A2 A2 A2 2 BOYS
O3 O3 947.1
4TH DT
938
A2 GIRLS
A2 A2 A2 A2 A2 2 947.2
2 2 2
JAN A2 A2 A2 A2 A2 A2 A2 A2
947.3 C2 O3 C2 A2 A2 A2
ORG
3RD
937 C2 E EG
ISTERE D
H
H
2
IA
G
R
O3 O3
O3
No. 5575
PROFESSIONAL
X1
A2 A2 A2 A2 A2 A2 A2 A2 4-12-23
A2 A2 A2 EN
GIN EE R
EN
X1
RO
O3 O3
NA
A2 A2 A2
X1
A2 A2 A2
2ND 1 1 2ND
1 3RD L D L. B O L D
2 901 902 903
A2 A2 A2 A2E A2E A2 A2 A2 A2E A2 A2
A2 A2
G
G
D D D
A2 A2
O3
L1 L1 L1 L1 L1
A2 O3 A2 A2 A2 A2 O3 A2
A2 A2
A2 A2 D D B1
OH OH
MEDIA CENTER
1ST
100 A2 A2
909 2
DT
F
F
L1 L1 L1 L1 L1
O3 A1 A2 A2E A2 A2 A2 A2E A2 A2
A2 A2 A2 A2
A2 A2 A2
A2 A2 A2 A2
JAN 3RD
905.4 2ND
2 1
O1
1 905 904
O3
1ST O3
A B2
908 O3 A2 A2
1ST A2 A2 A2
A2 A2 A2 A2 A2 A2 A2 A2
A2 A2 A2 910 A2 A2 2 A2E 1
A2 A2 A2 A2 L1 L1 L1 L1 L1
O3
O3
2 1 2 O3 O3
1 2 2 BOYS GIRLS CLINIC 2
1 905.3 905.2 905.1 C
E
E
OH OH
A2 A2 A2 A2 A2 A2 A2
A2E A2 A2 A2 A2 A2 A2
A2 A2 A2E 2
A2 A2 A2 A2E
A2
L1 L1 L1 L1 L1 2 2
D D
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT
A2 A2 X1 2
O3
DD A2 O3 A2 A2 2 A2 A2 O3 A2 A2 S1 CUST. S1
WOODRIDGE ELEMENTARY
DT
918.10
A2 A2 A2
SCHOOL MAJOR BUILDING
D
D
L1 L1 L1 L1 L1
C:\Egnyte\Shared\Drawings\9200's\9212 - Woodbridge ES\Revit\9212-Electrical (R21).rvt
SYSTEM REPLACEMENT
D
2 3 3
3 3
A2 A2
A2 A2 A2E A2 A2 A2 A2E A2 S1 S1E
CORRIDOR 1 A2E A2 A2 A2
OD
OD
1005 2
O3
1
1 2 2
2 2 1 A2
4120 CEDAR RIDGE TRAIL
O1
O3
2
2 A2
A2 A2 A2 A2 A2 A2 A2
A2
A2 A2 A2 A2 ♦
C
C
O3 1ST
O3
A2 A2 EIP
100.1
OFF.
100.2
OFF.
100.3 S1 S1 DEKALB COUNTY SCHOOL DISTRICT
907 2
SHEET NUMBER: E2.01 - ELECTRICAL PARTIAL LIGHTING PLAN - AREA A
O3
DT
MECH.
ELECTRICAL PARTIAL
O3 1
1ST 918.3
A2 A2
A2 A2 A2 906
A2 A2 A2 A2 LTSE
906.4
3
A2 BOYS
906.2 X1
A2 A2 A2
O3
A2 A2 A2
S1 S1E
LIGHTING PLAN - AREA A
GIRLS
906.3 A2 O3
A2
MATCH LINE
B
B
A2
BOOKS 2
906.5 O3 RONALD L. BOLDEN 20210314
3 A2
Principal-in-Charge Project No.
1
A1E A1 A1 X1 JEFF WILLIAMS 04/12/23
Project Manager Date
MATCH LINE MATT FORRESTER
4/12/2023 4:40:16 PM
Project Architect
ELECTRICAL PARTIAL LIGHTING PLAN - AREA A Staff Architect
E2.01
A
A
1 1/8" = 1'-0"
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
July 15, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 8, Lighting in Rooms 947.1 & 047.2
Dear Steve,
As requested, we have priced the cost involved with resolving the Lighting Issue in Rooms 947.1 & 947.2; the
cost to incorporate this work into our scope is $1,625.00; this pricing is based on the following:
BREAKDOWN:
$ 418.74 – Labor
940.00 – Material
75.20 – Sales Tax
28.20 – Expense
162.44 – Ohd & Profit
$ 1,625.00 – Total
CLARIFICATION:
Due to the existing soffits in Rooms 947.1 & 947.2, the 2x4 Type C2 fixtures specified will not work; therefore,
we are proposing to furnish (2) 2x2 Type C3 fixtures to resolve the issue.
QUALIFICATIONS:
1) This COR includes furnishing (2) Type C3 fixtures for Rooms 947.1 & 947.2. As of the current information
received from our vendor, these vandal resistant fixtures will not ship until August 8, 2024; therefore, we
have also included furnishing and installation of (2) inexpensive 2x2 flat panel fixtures for temporary use.
We will install the new C3 Fixtures at a later date, one afternoon after school lets out.
2) We will order and release these fixtures upon receipt of an official written Notice to Proceed.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
Connor Smith
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Wednesday, September 4, 2024 3:39 PM
To: Connor Smith; Ryan Fernandez (Operations)
Cc: Steve Hall; Michaela Caruso
Subject: RE: Woodridge ES - IOC #041 - Electrical Provisions for Temporary Kitchen Equipment in
Gym
We have reviewed the proposal and the cost shown appear reasonable.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Wednesday, September 4, 2024 2:31 PM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Steve Hall <shall@evergreencorp.com>; Michaela Caruso
<mcaruso@evergreencorp.com>
Subject: Woodridge ES - IOC #041 - Electrical Provisions for Temporary Kitchen Equipment in Gym
Ryan,
A ached please find IOC #041 - Electrical Provisions for Temporary Kitchen Equipment in Gym for Woodridge ES for your
review and approval.
Please let me know if you have any ques ons
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
1
September 4, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #041 – Electrical Provisions for Temporary Kitchen Equipment in Gym
Dear Ryan:
Attached, please find our proposal for furnishing and installing electrical provisions in the gym to
accommodate the kitchen equipment needed to service lunches while the cafeteria/kitchen are completed
as requested by DCSD. This includes one (1) 20-Amp 208-volt, single phase receptacle and one (1) 20-
Amp, 120-volt GFCI receptacle. Please note this cost does not include removing this work once the main
kitchen is turned back over.
This Item of Change (I.O.C. 041) results in an added cost of $1,706 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant backup pricing
Documentation.
In an effort to maintain the schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 041
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/4/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description IOC #041 - Electrical Provisions for Temporary Kitchen Equipment in Gym
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16-99.100 ELECTRICAL 0 0 0
Receptacles for temporary kitchen equipment in the gym 1 LS 0 0 1212.00 1,212
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 2 MHR 0 110 220 0
01-99.300 MANAGERIAL PROCESSING 1 MHR 0 95 48 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 268 1,212
Payroll Taxes & Insurance 94
Sales Tax (8.00%) 0
TOTALS 0 362 1,212
Subcontractor General Liability Insurance 0 1 4
Pollution Insurance 0 0 1
Builder's Risk Insurance Premium 0 1 2
Management Software 0 1 3
Subcontractor Default Insurance 0 5 16
EVERGREEN MARKUP - 37 62
GRAND TOTAL $1,706
Authorizing Signature: date:
Page 1 of 1
Michaela Ray
From: Jeffrey Glasscho
Sent: Monday, July 29, 2024 2:13 PM
To: Steve Hall; Ryan Fernandez (Operations); Connor Smith; Michaela Ray
Subject: Re: WOODRIDGE ES // TEMPORARY CAFE / GYM
Temporary outlets have been installed in the gym, just have to put a cover on one of them.
Mrs. Martino has been informed.
Jeffrey Glasscho
Assistant Superintendent
Evergreen Construction
3200 Cobb Galleria Parkway Suite 240
Atlanta, Georgia 30339
www.evergreencorp.com
Jglasscho@evergreencorp.com
Office: 678-244-6500
Mobile: 770-378-8916
From: Steve Hall <shall@evergreencorp.com>
Sent: Friday, July 19, 2024 11:43:17 AM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Connor Smith <csmith@evergreencorp.com>;
Michaela Ray <mray@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>
Subject: RE: WOODRIDGE ES // TEMPORARY CAFE / GYM
Thanks, Ryan. We will look into this with our electrician and let you know if we have any questions or concerns.
Steve Hall
C: 813.523.4982
From: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Sent: Friday, July 19, 2024 11:28 AM
To: Steve Hall <shall@evergreencorp.com>; Connor Smith <csmith@evergreencorp.com>; Michaela Ray
<mray@evergreencorp.com>; Jeffrey Glasscho <jglasscho@evergreencorp.com>
Subject: FW: WOODRIDGE ES // TEMPORARY CAFE / GYM
Steve:
Please see the e-mail below for electrical items that need to be done in the gym so the school can use it as the
temporary cafeteria.
These items were reviewed with Jeffery out in the field yesterday.
Thanks,
1
From: John Jewett (Dept-Plant Services) <John_Jewett@dekalbschoolsga.org>
Sent: Friday, July 19, 2024 11:25 AM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>; Richard Boyd (Dept-Plant Services)
<richard_boyd@dekalbschoolsga.org>
Cc: Bobby Moncrief (Dept-Plant Services) <Bobby_Moncrief@dekalbschoolsga.org>; Connie Walker (School Nutrition)
<connie_r_walker@dekalbschoolsga.org>; Brian Albanese (Operations) <Brian_Albanese@dekalbschoolsga.org>
Subject: WOODRIDGE ES // TEMPORARY CAFE / GYM
Good morning Ryan,
As discussed...
To accommodate the temporary cafeteria in the gym we need the following power installed.
1. 30 amp outlet - center of wall as indicated below
2. 20amp GFI outlet at sink - men's restroom - for electric hot water on demand system **we will
provide.
2
Respectfully,
John Jewett
1780 Montreal Rd • Tucker, GA 30084
Region 5 Facilities Maintenance Manager
Cell - 404-345-3840
Office - 678-676-1591
Email - john_jewett@dekalbschoolsga.org
3
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 6, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 13, Gym Food Service Power
Dear Steve,
As requested, we have priced the cost for the additional work involved with the Gym Food Service Power; the cost to
incorporate this work into our scope is $1,212.00; this pricing is based on the following:
BREAKDOWN:
$ 837.48 – Labor
228.37 – Material
18.27 – Sales Tax
6.85 – Expense
121.21 – Ohd & Profit
$ 1,212.00 – Total
QUALIFICATIONS:
1) This COR includes:
a) Furnish and installation of (1) 20-Amp, 208-Volt, Single-Phase, Receptacle for the Temporary Food Service
Line Equipment in the Gymnasium. This Receptacle is installed on a dedicated 20-Amp, 208-Volt, 2-Pole
Circuit.
b) Furnish and installation of (1) 20-Amp, 120-Volt, GFCI Receptacle for the Water Heater located in the
Gymnasium Restroom. This Receptacle is installed on a dedicated 20-Amp, 120-Volt Circuit.
2) This price does not include any cost to remove this work once the Main Kitchen is back up and running.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
September 4, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #042 – Rock Trench for Fire Line
Dear Ryan:
Per the response to RFI #025, it was directed to bring the new fire line into the gym based on the location
identified on the Fire Protection Drawings. During the installation, unforeseen in situ rock was found beneath
the foundations of the building hindering the confirmed pathway (see attached photos). It was therefore
necessary to remove the rock from the pathway into the building utilizing a hammer and mini excavator.
Enclosed is our IOC associated with the removal and haul off of this unforeseen rock.
This Item of Change (I.O.C. 042) results in an added cost of $21,135 to our current contract value. Attached
is a detailed breakdown of this change for your use as well as all relevant back-up pricing Documentation.
In an effort to maintain the schedule, this work has already been completed.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 042
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/4/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description Rock Trench for Fire Line
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
02-21.100 Clearing and Grading 0 0 0
Rock Removal For Gym Fire Line 1 LS 0 0 17429.71 17,430
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 16 MHR 0 25 400 0
01-30.400 DUMPSTERS 1 PULL 985 985 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 3 MHR 0 110 330 0
01-99.300 MANAGERIAL PROCESSING 1 MHR 0 95 95 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 985 825 17,430
Payroll Taxes & Insurance 291
Sales Tax (8.00%) 79
TOTALS 1,064 1,116 17,430
Subcontractor General Liability Insurance 4 4 59
Pollution Insurance 1 1 15
Builder's Risk Insurance Premium 2 2 27
Management Software 3 3 42
Subcontractor Default Insurance 14 14 223
EVERGREEN MARKUP 109 114 890
GRAND TOTAL $21,135
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #25: Fire Line Entry Point at Gym
Status Closed on 05/20/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Tyler Mathewson (Evergreen Construction)
Date Initiated May 16, 2024 Due Date May 19, 2024
Location Gym Project Stage
Cost Impact TBD Schedule Impact TBD
Spec Section
Drawing Number C5.0, FP2.00 Reference
Linked Drawings
Received From
Copies To Steve Hall (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority 1 - High Discipline Fire Protection
Activity
Question Question from Tyler Mathewson Evergreen Construction on Wednesday, May 15, 2024 at 04:13 PM EDT
Reference: C5.0, FP2.00
Description: It was discovered that the fire line is noted to enter the gym at two different walls on drawings C5.0 and FP2.00.
Please see the attached markups of drawings C5.0 and FP2.00 that note the two differing entry points. The fire line will need
to enter the gym through the wall specified on drawing FP2.00. Please confirm the fire line will enter the gym through the wall
specified on drawing FP2.00 and not the wall specified on drawing C5.0.
Question: Confirm the fire line will enter the gym through the wall specified on drawing FP2.00 and not the wall specified on
drawing C5.0.
Attachments
C5.0_ UTILITY PLAN Rev.2 RFI 025 Markup.pdf, FP2.00_ LEVEL 1 - FIRE PROTECTION NEW WORK Rev.1 RFI 025
Markup.pdf
Awaiting an Official Response
All Replies Response from Brian Mitchell Cooper Carry, Inc., Architects on Monday, May 20, 2024 at 09:08 AM EDT
The fire sprinkler riser is to be located in the storage room as shown in the plumbing plans, sheet FP2.00.
Evergreen Construction Page 1 of 1 Printed On: Aug 16, 2024 01:19 PM EDT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
SPRINKLER TYPES/FINISH HAZARD OCCUPANCY
WALL-MOUNTED FDC
SPRINKLER SYSTEM
SPRINKLER SYSTEM
TO WET PIPE
TO WET PIPE
Location Ceiling Material Sprinkler Type/Finish
TO NEW
HATCHING OCCUPANCY
Various locations ACP tiles Concealed, white cover
Various locations Sidewalls White
P
P
WALL-MOUNTED ELECTRIC ALARM BELL ON EXTERIOR LIGHT HAZARD
Mechanical Rooms Open structure Upright, white
1'-6"
Exterior MCM ceilings Concealed, custom color to match ceiling
MIN.
Various locations Drywall ceiling (white) Concealed, white cover ORDINARY HAZARD GROUP 1
FLOW SWITCH
ALARM VALVE ASSEMBLY
Various locations Drywall ceiling (non-white) Concealed, custom color to match ceiling
NEW WALL-MOUNTED FDC ON EXTERIOR
Various locations Metal ceiling Concealed, custom color to match ceiling
4" PIPE DN 7
FP2.00
N
N
DISTANCE BETWEEN FDC CHECK VALVE AND
EXTERIOR WALL SHALL BE A MINIMUM OF 5'
MAIN DRAIN TERMINATED OVER GRADE
MONITORED ISOLATION VALVE
MAX.
1'-6"
1'-0"
PIPE STAND
LEVEL 1
0'-0"
7
THREADED TIE ROD FP2.00
M
M
8" UNDERGROUND FIRE MAIN.
SEE CIVIL DRAWINGS FOR CONTINUATION. 4TH
4TH 5TH 4TH & 5TH New Wall-Mounted FDC Part Plan
941
942 943 944 6 3/8" = 1'-0"
New Water Entry Riser - Main Building
2 3/8" = 1'-0"
FDC CHECK VALVE ISSUANCES
L
L
2 WALL-MOUNTED ELECTRIC ALARM BELL
FP2.00 4TH No. Drawing Issue Description Date
A.P.
MAIN DRAIN TERMINATED OVER GRADE 50% CONSTRUCTION DOCUMENTS 07/18/2022
939
940.1 CORRIDOR 5TH 90% CONSTRUCTION DOCUMENTS 01/19/2023
ISSUED TO DOE 03/14/2023
1007 945
ISSUED FOR BID/PERMIT 04/20/2023
READING 3RD NEW WALL-MOUNTED FDC
NEW 8" UNDERGROUND FIRE MAIN.
TO NEW 940 947
MIN.
1'-6"
SEE CIVIL DRAWINGS FOR CONTINUATION.
WALL-MOUNTED FDC
4TH 3RD
K
K
±1'-0"
3'-6"
938 937
TO WET PIPE BOYS
SPRINKLER SYSTEM
947.1
JAN LEVEL 1
947.3 GIRLS 0'-0"
TO WET PIPE 947.2
SPRINKLER SYSTEM 2ND 2ND
3RD
2 1'-6" LOUNGE
901 902 New Wall-Mounted FDC
FP2.00 MIN. 910.1
903
7 3/8" = 1'-0"
J
J
New Water Entry Part Plan - Main Building CORRIDOR
3 3/8" = 1'-0"
1006
JAN
MEDIA CENTER
1'-6" 905.4
100 3RD
MIN. 1ST 1ST BOYS CLINIC 2ND
TO WET PIPE WALL-MOUNTED ELECTRIC ALARM BELL 1ST
904
909 910 905.3 905.1 905
H
H
SPRINKLER SYSTEM
908 GIRLS
FLOW SWITCH 905.2
CUST.
ALARM VALVE ASSEMBLY
TWO-WAY WALL-MOUNTED FDC ON EXTERIOR CORRIDOR 918.10
1005 6
MONITORED ISOLATION VALVE JAN FP2.00
906.6 EIP
OFF.
1ST 100.1 OFF.
G
G
MAIN DRAIN TERMINATED OVER GRADE 1ST 100.3 MECH.
LTSE 100.2
907 BOYS
906 918.3
906.4 COMP. LAB
906.2 CORRIDOR LOUNGE 3 NEW 4" FDC PIPE ABOVE CEILING
MAX.
1'-6"
GIRLS FP2.00 921
1'-0"
1003 918.1
NEW FDC CHECK VALVE
LEVEL 1 906.3
0'-0" BOOKS
HUB RR
THREADED TIE ROD 906.5 RR STOR.
918.4 918.5
MATH 918.6 919.1
K STOR. B
911.1 MUSIC
F
F
911 921.1
NEW 6" UNDERGROUND FIRE MAIN. 918 ART
SEE CIVIL DRAWINGS FOR CONTINUATION. LTSS
STOR. 919
K CORRIDOR 918.2
919.2
916 1002
SPEECH
A
CORRIDOR RR GIRLS JAN BOYS
New Water Entry Riser - Gym 912.1 CAFETERIA
4 3/8" = 1'-0"
1004 99.7 918.7 918.9 918.8
CORRIDOR
98 STAGE
LOBBY 98.1
SPRINKLER SYSTEM
A.P. 1001 C
E
E
RR 1000
TO WET PIPE
4 99.6 99.1 N
K PRE-K RECEPT.
FP2.00
915 912 VAULT 99
RR 99.2
1'-6" READING
99.5
DISTANCE BETWEEN FDC CHECK VALVE AND 920
MIN.
EXTERIOR WALL SHALL BE A MINIMUM OF 5' PRIN.
BOOK. KPR.
RR 914.3 RR RR
99.3
99.4 KITCHEN WOODRIDGE ELEMENTARY
MIN.
1'-6"
97
SCHOOL MAJOR BUILDING
D
D
NEW WALL-MOUNTED FDC ON EXTERIOR 914.2 115 913.2 913.3
MAIN DRAIN TERMINATED OVER GRADE K PRE-K SERVING
OFFICE
CAN WASH SYSTEM REPLACEMENT
914 913 97.2 97.6
4
NEW 6" UNDERGROUND FIRE MAIN.
SEE CIVIL DRAWINGS FOR CONTINUATION. 97.1 DCSD PROJECT #369-35
FP2.00
NEW WALL-MOUNTED ELECTRIC ALARM BELL
STOR. JAN 4120 CEDAR RIDGE TRAIL,
97.3
RR 97.4 STONE MOUNTAIN, GA 30083
New Water Entry Part Plan - Gym BOYS 97.5
♦
5
C
C
3/8" = 1'-0" 1.5
DEKALB COUNTY SCHOOL DISTRICT
GYMNASIUM
ELEC.
1
1.6 LEVEL 1 - FIRE PROTECTION
GIRLS
CANOPY: NO SPRINKLERS REQUIRED PER NFPA 13: 9.2.3.2 -
NON-COMBUSTIBLE CONSTRUCTION & WITHOUT MAJOR
NEW WORK
COMBUSTIBLE STORAGE
1.4
VEST.
B
B
1.1
Marked entry point of the fire line MLW 20210314
OFFICE
per plumbing drawings.This is Principal-in-Charge
MLW
Project No.
03/14/23
1.2 where we entered the gym. (see Project Manager
EKW
Date
5
FP2.00
STOR.
1.3
attached photo above). Project Architect
JSA
Staff Architect
FP2.00
A
A
Level 1 - Fire Protection New Work Plan
1 1/16" = 1'-0"
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
Marked entry point of
the fire line per civil
drawings.This is not
where we entered the
gym per FP2.00
** COPY **
CONTRACT TYPE: RENTAL RETURN
BRANCH LOCATION PLEASE REMIT TO:
INVOICE # 12541237-001
AT3 P.O. BOX 208439
PO # WOODLAND ES
678-268-6590 Dallas, TX 75320-8439 WOODLAND ES
JOB #
AFTER HR#:(470) 446-1255
JOB NAME: WOODLAND
CUSTOMER # 184940 PHONE# 404-777-7466 ORDERED BY: NICK/TR/E/TARANR/09:
DATE/TIME OUT: 6/14/24 8:30 AM
PRIMO FIRE PROTECTION LLC
DATE/TIME IN: 6/20/24 1:31 PM
P.O. BOX 1878
ROSWELL, GA 30077
CONTACT: NICK 706-425-9913 TERRITORY: 502 PROCESSED BY: DAWSONB
DRIVER LICENSE: LICENSE PLATE: RETURN LOC: AT1
JOB ADDRESS: 4120 CEDAR RIDGE TRAIL STONE MOUNTAIN GA 30083
DEL. INSTRUCTIONS: DROP OFF AT FRONT OF SCHOOL CALL NICK WH EN ON SITE
PAGE: 1
ITEM EQUIPMENT DESCRIPTION RATES EXTENDED
QTY EQUIP. # DAY WEEK 4 WEEK PRICE
1 EXCAVATOR-750# HAMMER 355.00 760.00 1615.00 760.00
207872 TNB5M
S/N: TNB5M
1 GREASE GUN N/C
1 MINI EX-10,500# ROPS 515.00 995.00 1950.00 995.00
195374 50G HR OUT: 1178.30 HR IN: 1188.10
S/N: 1FF050GXCLH292121
SALES ITEMS:
Qty Item number Unit Price
1 ENV EA 15.000 15.00
ENVIRONMENTAL CHARGE
1 GAPPT EA 26.325 26.33
GA40-2-167 PROPERTY TAX RECOVERY FEE
1 SHARPLG EA 65.000 65.00
WEAR CHARGE - LARGE HOE RAM STEEL
5 DIESEL EA 9.990 49.95
DIESEL FUEL (RENEWABLE DSL IN CA & WA)
DELIVERY CHARGE 175.00
DELIVERY BY: KENON
PICKUP CHARGE 175.00
PICKUP BY: DAKOTA
SUB TOTAL: 2261.28
This contract has custom rates applied. CUSTOMER PROTECTION PLAN: 263.25
TAX: 197.97
TOTAL AMOUNT DUE: 2722.50
678-268-6590
· TERMS: NET 30 UPON ISSUANCE OF INVOICE (INVOICE DATE). SERVICE CHARGES AT THE LESSER RATE OF 1.5% PER MONTH OR THE MAXIMUM RATE
. PERMITTED BY LAW ON PAST DUE ACCOUNTS.
· A SERVICE/CLEANING CHARGE MAY RESULT DUE TO EQUIPMENT BEING RETURNED DAMAGED OR IN NEED OF EXCESSIVE CLEANING.
· THE ENVIRONMENTAL FEE IS NOT REGULATED NOR COLLECTED BY OR FOR ANY GOVERNMENTAL AGENCY.
· UNLAWFUL FAILURE TO RETURN RENTED PROPERTY MAY BE A FELONY. FINES, CRIMINAL PROSECUTION, AND/OR IMPRISONMENT COULD RESULT.
· BY SIGNING ABOVE I AGREE TO TERMS ON FRONT AND BACK OF THIS CONTRACT. I ALSO ACKNOWLEDGE RECEIVING INSTRUCTIONS AS TO THE SAFE AND
PROPER USE OF THE EQUIPMENT. IN ADDITION, I AGREE TO RECEIVE ELECTRONIC COMMUNICATIONS FROM SUNSTATE EQUIPMENT INCLUDING PHONE
CALLS, EMAILS AND TEXT MESSAGES. TO READ MORE ABOUT THE TERMS OF USE REGARDING THESE COMMUNICATIONS, PLEASE VISIT
WWW.SUNSTATEEQUIP.COM/TERMSOFUSE.
Revised 09/20
** COPY **
CONTRACT TYPE: RENTAL RETURN
BRANCH LOCATION PLEASE REMIT TO:
INVOICE # 12532270-001
AT1 P.O. BOX 208439
PO # N/A
678-268-6590 Dallas, TX 75320-8439 WOODLAND ELEMENTARY
JOB #
AFTER HR#:(470) 446-1255
JOB NAME: WOODLAND
CUSTOMER # 184940 PHONE# 404-777-7466 ORDERED BY: MARAH/TR/E/LUTHERC/0
DATE/TIME OUT: 6/11/24 8:30 AM
PRIMO FIRE PROTECTION LLC
DATE/TIME IN: 6/27/24 7:08 AM
P.O. BOX 1878
ROSWELL, GA 30077
CONTACT: SPENCER 404-900-8034 TERRITORY: 502 PROCESSED BY: DAWSONB
DRIVER LICENSE: LICENSE PLATE: RETURN LOC: AT1
JOB ADDRESS: 4120 CEDAR RIDGE TRAIL STONE MOUNTAIN GA 30083
DEL. INSTRUCTIONS: DROP OFF AT FRONT OF SCHOOL CALL NICK WH EN ON SITE
PAGE: 1
ITEM EQUIPMENT DESCRIPTION RATES EXTENDED
QTY EQUIP. # DAY WEEK 4 WEEK PRICE
1 MINI EX-18,000# CAB 585.00 1590.00 3285.00 3285.00
239521 DX85R-3-US10 HR OUT: 541.40 HR IN: 548.00
S/N: DHKCEAAVSN6003934
Drop off in front of school. call spence
r when arriving
1 BACKHOE-BUCKET 24" N/C
172282 24"QCB30
S/N: 732003
SALES ITEMS:
Qty Item number Unit Price
1 ENV EA 15.000 15.00
ENVIRONMENTAL CHARGE
1 GAPPT EA 49.275 49.28
GA40-2-167 PROPERTY TAX RECOVERY FEE
18 DIESEL EA 9.990 179.82
DIESEL FUEL (RENEWABLE DSL IN CA & WA)
DELIVERY CHARGE 175.00
DELIVERY BY: NATE
PICKUP CHARGE 175.00
PICKUP BY: JC
SUB TOTAL: 3879.10
This contract has custom rates applied. CUSTOMER PROTECTION PLAN: 492.75
TAX: 335.36
TOTAL AMOUNT DUE: 4707.21
678-268-6590
· TERMS: NET 30 UPON ISSUANCE OF INVOICE (INVOICE DATE). SERVICE CHARGES AT THE LESSER RATE OF 1.5% PER MONTH OR THE MAXIMUM RATE
. PERMITTED BY LAW ON PAST DUE ACCOUNTS.
· A SERVICE/CLEANING CHARGE MAY RESULT DUE TO EQUIPMENT BEING RETURNED DAMAGED OR IN NEED OF EXCESSIVE CLEANING.
· THE ENVIRONMENTAL FEE IS NOT REGULATED NOR COLLECTED BY OR FOR ANY GOVERNMENTAL AGENCY.
· UNLAWFUL FAILURE TO RETURN RENTED PROPERTY MAY BE A FELONY. FINES, CRIMINAL PROSECUTION, AND/OR IMPRISONMENT COULD RESULT.
· BY SIGNING ABOVE I AGREE TO TERMS ON FRONT AND BACK OF THIS CONTRACT. I ALSO ACKNOWLEDGE RECEIVING INSTRUCTIONS AS TO THE SAFE AND
PROPER USE OF THE EQUIPMENT. IN ADDITION, I AGREE TO RECEIVE ELECTRONIC COMMUNICATIONS FROM SUNSTATE EQUIPMENT INCLUDING PHONE
CALLS, EMAILS AND TEXT MESSAGES. TO READ MORE ABOUT THE TERMS OF USE REGARDING THESE COMMUNICATIONS, PLEASE VISIT
WWW.SUNSTATEEQUIP.COM/TERMSOFUSE.
Revised 09/20
Date 7/24/2024
T&M
PRIMO FIRE PROTECTION
Nicholas Whitley
est@primofireprotection.com
706-425-9913
Prepared For: Evergreen Construction Chestnut Elementary
Trench rock removal
40 hours @ $250hr 40 x 250 = $10,000
Mini Excavator W/Hammer $2,722.50
$10,000 + 2,722.50 + $4707.21 = $17429.71
Mini Excavator W/24” bucket $4,707.21
TOTAL $ 17,429.71
Thank You For Your Business
September 6, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #043 – Heavy Duty Asphalt Paving
Dear Ryan:
Attached, please find our proposal to furnish and install heavy duty asphalt paving at the back drive for
Woodridge Elementary School. The drawings called for a typical asphalt pavement patch detail with a 2”
minimum surface course to match the existing asphalt topping. Due to the existing conditions of this road
and the frequent use for faculty, it was determined that providing a 2” resurface topping was not going to
provide a lasting product, therefore we have installed a heavy duty paving with 8” of GAB, 2” binder course
and a 2” topping (see attached detail used).
This Item of Change (I.O.C. 043) results in an added cost of $44,374 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation. This includes a credit back for the asphalt patching added in Bulletin #02, dated 03/14/24
which was submitted within IOC #006.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 043
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/6/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description HEAVY DUTY ASPHALT PAVING
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
02-61.060 ASPHALT PATCHING 0 0 0
ASPHALT HOT PATCH (506) SF 0 0 7.00 (3,544)
CONCRETE UNDERLAYMENT (506) SF 0 0 10.00 (5,063)
0 0 0
02-61.060 ASPHALT PAVING 0 0 0
SAW CUT AND REMOVE EXISITNG 1 LS 0 0 1500.00 1,500
HEAVY DUTY PAVING 826 SY 0 0 57.10 47,165
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 8 MHR 0 25 200 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 5 MHR 0 110 550 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 940 40,057
Payroll Taxes & Insurance 332
Sales Tax (8.00%) 0
TOTALS 0 1,272 40,057
Subcontractor General Liability Insurance 0 4 136
Pollution Insurance 0 1 34
Builder's Risk Insurance Premium 0 2 63
Management Software 0 3 97
Subcontractor Default Insurance 0 16 513
EVERGREEN MARKUP - 130 2,045
GRAND TOTAL $44,374
Authorizing Signature: date:
Page 1 of 1
BEFORE BEFORE
BEFORE BEFORE
AFTER AFTER
AFTER AFTER
526.28 sq yd
300.23 sq yd
30'-0"
CPG Acquisition DBA Complete Paving Group
234 Roswell Street STE 250
Marietta, GA 30060
Customer:
Ever Green Construction July 30, 2024
ATTN: Connor Smith
3200 Cobb Galleria Parkway
Atlanta, GA 30339
678-244-6548
csmith@evergreencorp.com Re: Woodridge Elementary School
Scope of Work to be performed by CPG Acquisition LLC:
Paving Estimated
Item Description Unit Unit Price Total Price
Type Quantity
Saw cut and remove
Demo concrete paving and haul 1 LS $1,500.00 $1,500.00
away
Install 8'' GAB, 2'' B-
Heavy Duty 826 SY $57.10 $47,164.60
Binder, 2” F-Topping
** Final contract amount is to be field measured after the completion of the job.
**Price includes putting on grade, if there is any pumping of the rock, any remediation will be at
additional cost.
**Price includes any haul off of demo materials.
Total -------------------------------------------------------------------------------- $48,664.60
Terms and Conditions.
1. This proposal does not include raising or lowering manholes or storm drains.
2. This proposal is valid for 30 days.
3. Price is based off plans dated 02-02-2023, Rev 03-14-2024.
4. CPG Acquisition will accept stabilized subgrade to within 1/10” of the finished grade.
5. Any changes in the cost of materials from our suppliers will be added or deducted proportionally from the
above prices. Asphalt prices are based on today’s asphalt Market rates.
6. Engineering, staking, Prime Coat, Traffic Control, GAB under curb & Gutter, Lime and core sampling are not
included.
7. Contractor/Owner is to furnish a source of water at no cost to CPG Acquisition LLC.
8. The above pricing is based on One (1) Paving mobilization, One (1) Base mobilization.
9. Additional mobilizations are $3,500.00 ea. for paving and $2,500.00 ea. for base.
Acceptance of Proposal
Name: ____________________ Todd Miller 404-710-8853
Signature ___________________ CPG Acquisition LLC
September 9, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #045 – RFI #052 – Bathroom Signs – ADA Clarification
Dear Ryan:
Attached, please find our proposal per the response to RFI #052 – Bathroom Signs – ADA Clarification.
The building inspector noted that the bathroom signage was incorrect. The approved submittal noted all
bathrooms were to be ADA compliant as there was nothing on the floor plan identifying ADA code compliant
bathrooms. After the building inspector noted this mistake, new signs had to be reordered.
This Item of Change (I.O.C. 045) results in an added cost of $2,854 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 045
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/9/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description RFI #052 - Bathroom Signs - ADA Clarification
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
10-40.100 SIGNAGE 0 0 0
Seventeen (17) Remade Restroom Signs 1 LS 0 0 2375.00 2,375
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 2 MHR 0 110 220 0
01-99.300 MANAGERIAL PROCESSING 1 MHR 0 95 95 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 315 2,375
Payroll Taxes & Insurance 111
Sales Tax (8.00%) 0
TOTALS 0 426 2,375
Subcontractor General Liability Insurance 0 1
Pollution Insurance 0 0
Builder's Risk Insurance Premium 0 1
Management Software 0 1
Subcontractor Default Insurance 0 5
EVERGREEN MARKUP - 44
GRAND TOTAL $2,854
Authorizing Signature: date:
Page 1 of 1
Evergreen Construction Project: 2023-008 Woodridge Elementary School
3200 Cobb Galleria Parkway, Suite 240 4120 Cedar Ridge Trail
Atlanta, Georgia 30339 Stone Mountain, Georgia 30083
P: 678 244 6500
RFI #52: Bathroom Signs - ADA Clarification
Status Closed on 08/02/24
To Brian Mitchell (Cooper Carry, Inc., Architects) From Michaela Ray (Evergreen Construction)
Date Initiated Jul 29, 2024 Due Date Aug 1, 2024
Location Project Stage
Cost Impact TBD Schedule Impact TBD
Spec Section
Drawing Number A2.10 Reference
Linked Drawings
Received From Anthony Rotger (REI Signs)
Copies To Steve Hall (Evergreen Construction), Tyler
Mathewson (Evergreen Construction), Michaela Ray
(Evergreen Construction), Connor Smith (Evergreen
Construction)
Priority Discipline Architectural
Activity
Question Question from Michaela Ray Evergreen Construction on Monday, Jul 29, 2024 at 02:16 PM EDT
Reference: Submittal, image, Floor Plan A2.10 & A2.11
Description:
The design team approved the attached submittal provided by the subcontractor. This submittal shows the signs are to be
printed with ADA identifications for every bathroom. This was not noted to be changed by the design team. The building
inspector has pointed out that many of these bathrooms are mislabeled. Please provide an updated drawing displaying which
bathrooms are and are not ADA-compliant.
Question:
Please provide an updated drawing displaying which bathrooms are and are not ADA-compliant.
Attachments
10 14 00-01-00 Signage Master Submittal (For Approval)_CC (1).pdf, 9F826810-7922-4FD9-8DCB-F839DE88BB1F.jpeg,
A2.10_ OVERALL PLAN Rev.1 markup (2).pdf
Awaiting an Official Response
All Replies Response from Brian Mitchell Cooper Carry, Inc., Architects on Wednesday, Jul 31, 2024 at 10:19 AM EDT
It appears that the only toilet rooms that are accessible are the two in the gym. Field verify this is accurate.
Evergreen Construction Page 1 of 1 Printed On: Aug 13, 2024 09:23 AM EDT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Q
Q
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 Peachtree Street NE
Suite 2400
P
P
CORRIDOR WALL & DOOR NOTES Atlanta, GA 30303-1770
(404) 237-2000
coopercarry.com
1. SEAL ALL NEW AND EXISTING OPENINGS IN CORRIDOR WALLS. OPENINGS ON BOTH SIDES OF WALL TO BE
SEALED.
2. ALL OPENINGS UNDER 1" TO BE SEALED WITH MORTAR ON BOTH SIDES OF WALL.
3. ALL OPENINGS BETWEEN 1" AND 8" TO BE SEALED WITH GYP. BD. CUT 1" LARGER THAN THE OPENING ON ©2021 COOPER CARRY
ALL SIDES, EDGES TO BE SEALED
N
N
4. ALL OPENINGS GREATER THAN 8" IN ANY ONE DIRECTION ARE TO BE FILLED WITH CMU TO MATCH THE
EXISTING.
4TH 4TH & 5TH 5. ALL GAPS BETWEEN WIRING, CONDUIT, PIPING, ETC. TO BE SEALED.
941 4TH 5TH 944
942 943 6. GAPS BETWEEN WALLS AND STRUCTURE TO BE SEALED WITH MINERAL WOOL, FULL THICKNESS OF WALL.
CL.
943.1 7. REMOVE EXIST. HVAC WALL GRILLES AND REPLACE WITH NEW. ADJUST SIZE OF OPENING TO MATCH
BLDG. #2011 MECH. INFILL WALL WITH CMU TO MATCH EXISTING. PAINT NEW CMU TO MATCH EXISTING WALL.
CORRIDOR
CORRIDOR WALLS
M
M
1007
4TH
939 A.P. 5TH
940.1 945 PER 2018 NFPA 101 SECTION 15.3.6 THE EXISTING UN-RATED CORRIDOR WALLS SHALL FORM A SMOKE
PARTITION IN ACCORDANCE WITH SECTION 8.4. WITH THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM
COMPLYING WITH SECTION 9.7. WALL PENETRATIONS ABOVE THE CEILING, LOUVERS IN ALL CORRIDOR
3RD DOORS, AND TRANSOM VENTS OVER THE DOORS WILL BE SEALED.
READING
947
940 SMOKE PARTITIONS ARE INDICATED BY:
4TH
938
ISSUANCES
L
L
3RD BOYS No. Drawing Issue Description Date
937 947.1 50% CONSTRUCTION DOCUMENTS 08/15/22
JAN
ISSUED FOR DOE 03/15/2023
947.3
ISSUED FOR BID/PERMIT 04/20/2023
GIRLS
947.2
2ND 2ND
LOUNGE 901 902 3RD
910.1 903 BLDG. #2010
K
K
JAN
CORRIDOR
905.4
1006
MEDIA CENTER 3RD
1ST 1ST
1ST 100 2ND 904
909 910
908 BOYS GIRLS 905
CLINIC
905.3 905.2
J
J
905.1
JAN CUST.
CORRIDOR 906.6 918.10
1005
1ST EIP OFF. OFF.
1ST
907 100.1 100.2 100.3
906
H
H
MECH.
LTSE
GIRLS BOYS 918.3
906.4 COMP. LAB
906.3 906.2
RFI 31 CORRIDOR 921
1003
STOR.
BOOKS HUB LOUNGE
STOR. 921.1
MATH 918.1 RR
906.5 918.4
K 911.1 919.1
918.5
911 MUSIC
RR 918
G
G
LTSS 918.6 ART
918.2 GIRLS BOYS 919
K
916 918.7 918.8 STOR.
919.2
CORRIDOR
1004
SPEECH
912.1 RR CORRIDOR JAN CAFETERIA STAGE
99.7 1002 918.9 LOBBY 98 98.1
1000
CORRIDOR
A.P.
B
1001
F
F
K PRE-K RR 99.1
915 912 99.6 RECEPT.
VAULT 99
RR
VEST. 99.2 READING
VEST. 99.5
914.1 913.1 920 A
PRIN.
99.3 BOOK. KPR. KITCHEN
PROJECT NUMBER: 20210314 PROJECT NAME: WOODRIDGE ELEMENTARY SCHOOL MAJOR BUILDING SYSTEM REPLACEMENT DCSD PROJ. #369-35
99.4 97
RR 914.3 RR RR
914.2 115 913.2 913.3
C
E
E
OFFICE CAN WASH
97.1 97.6
K PRE-K SERVING
914 913 97.2
STOR.
97.3
RR
JAN
97.4 WOODRIDGE ELEMENTARY
SCHOOL MAJOR BUILDING
D
D
97.5
GYMNASIUM BOYS
1 1.5 SYSTEM REPLACEMENT
GIRLS ELEC. DCSD PROJ. #369-35
M:\2021\20210314\D-7 Drawings\D-7-1 Revit\Users\Woodridge Central_BM.rvt
1.4 1.6
VEST.
1.1 4120 CEDAR RIDGE TRAIL
♦
C
C
OFFICE
DEKALB COUNTY SCHOOL DISTRICT
1.2
STOR.
1.3
BLDG. #2010 OVERALL PLAN
B
B
SHEET NUMBER: A2.10 - OVERALL PLAN
SOPHIA TARKHAN 20210314
Principal-in-Charge Project No.
08/26/22
1 OVERALL PLAN Project Manager Date
A2.10 SCALE: 1/16" = 1'-0" BRIAN MITCHELL
4/17/2023 1:52:40 PM
Project Architect
FACILITY #644-0675 JOIANA HOOKS
Staff Architect
A2.10
A
A
Drawing No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ISSUED FOR CONSTRUCTION
Anthony Rotger
President
reisigns.orders@gmail.com
404.452.3697
reisigns.com
Evergreen Construction
Attn: Connor Smith
Ref. Toilet sign replacement proposal for Woodridge Elementary School
17x Toilet/Boys/Girls signs need to be remade
$2,125.00 (materials)
$250.00 (removal/installation)
total = $2,375.00
Regards,
Anthony Rotger
REI Signs
Connor Smith
From: Brian Mitchell <brianmitchell@coopercarry.com>
Sent: Tuesday, September 10, 2024 8:59 AM
To: Ryan Fernandez (Operations)
Cc: Steve Hall; Michaela Caruso; Connor Smith
Subject: RE: Woodridge ES - IOC #046 - MEP Relocation Due to Existing Unforeseen Conditions
& Location of New Equipment
We have reviewed the proposal and it appears reasonable.
Brian Mitchell, RA
Project Architect
O: 404 237 2000
D: 404 240 9561
C: 678 431 6479
C OOPER C ARRY
THE CENTER FOR CONNECTIVE ARCHITECTURE
191 PEACHTREE STREET NE, SUITE 2400, ATLANTA, GA 30303-1770
TEL 404 237 2000 • WWW.COOPERCARRY.COM
From: Connor Smith <csmith@evergreencorp.com>
Sent: Monday, September 9, 2024 4:26 PM
To: Ryan Fernandez (Operations) <C09121602@dekalbschoolsga.org>
Cc: Brian Mitchell <brianmitchell@coopercarry.com>; Steve Hall <shall@evergreencorp.com>; Michaela Caruso
<mcaruso@evergreencorp.com>
Subject: Woodridge ES - IOC #046 - MEP Relocation Due to Existing Unforeseen Conditions & Location of New
Equipment
Ryan,
A ached please find IOC #046 - MEP Reloca on Due to Exis ng Unforeseen Condi ons & Loca on of New Equipment for
Woodridge ES for your review and approval.
Please let me know if you have any ques ons
Thank you,
Connor Smith | Project Manager
3200 Cobb Galleria Parkway, Suite 240 | Atlanta, GA 30339 | www.evergreencorp.com
o. 678.244.6548 | m. 404.992.4756 | csmith@evergreencorp.com
1
September 9, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #046 – MEP Relocation Due to Existing Unforeseen Conditions & Location of New Equipment
Dear Ryan:
Attached, please find our proposal to relocate existing plumbing waterlines and existing electrical conduits
in conflict with the location of new HVAC equipment in the corridors that were identified in the pathway of
new ERU’s and RTU’s.
This Item of Change (I.O.C. 046) results in an added cost of $34,129 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
documentation.
In an effort to maintain the project schedule, we have proceeded with this work. The work was completed
on 06/12/24, 06/13/24, 06/14/24, 06/15/24, 06/17/24, 06/18/24, 06/19/24, 06/20/24, 06/21/24, 06/25/24,
and 07/09/24.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 046
Location: 4120 Cedar Ridge Trial, Stone Mountain, GA 30083 Date: 9/9/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description MEP RELOCATION DUE TO EXISTING UNFORESEEN CONDITIONS & LOCATION
of Change: OF NEW EQUIPMENT
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
15-49.100 PLUMBING 0 0 0
Re-routing existing waterlines around new WSHP - 06/12/2024 1 LS 0 0 4447.00 4,447
0 0 0
15-49.100 PLUMBING 0 0 0
Re-routing and reconnecting existing 3" water heater vent pipe in conflict 0 0 0
with new HVAC equipment - 07/09/2024 1 LS 0 0 1028.96 1,029
0 0 0
15-49.100 PLUMBING 0 0 0
Re-routing and reconnecting existing 1" waterline in conflict with new 0 0 0
HVAC equipment - 07/09/2024 1 LS 0 0 1196.69 1,197
0 0 0
16-99.100 ELECTRICAL 0 0 0
Relocate existing conduits in conflict with new HVAC equipment 1 LS 0 0 23375.00 23,375
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 12 MHR 0 25 300 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 7 MHR 0 110 770 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 1,260 30,048
Payroll Taxes & Insurance 445
Sales Tax (8.00%) 0
TOTALS 0 1,705 30,048
Subcontractor General Liability Insurance 0 6 102
Pollution Insurance 0 1 26
Builder's Risk Insurance Premium 0 3 47
Management Software 0 4 73
Subcontractor Default Insurance 0 22 385
EVERGREEN MARKUP - 174 1,534
GRAND TOTAL $34,129
Authorizing Signature: date:
Page 1 of 1
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 6/12/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 3
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Re-Route Wate
COP Price: $4,447.00
This pricing is for re-routing several cold water, hot water, and hot water return lines around a new water source heat
pump in the corridor. This pricing is based on the location cordinated with Evergreen's Superintendent.
See attached documentation
COP RECAP SHEET
6/12/2024
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #3
Bid: Base Bid
Labor
Materials Hours Rate Labor $ Total
Summary $1,136 26.1 $56.60 $1,476 $2,612
Plumbing Equipment $0 0.0 $56.60 $0 $0
Fees $0 0.0 Varies $0 $0
PCPS Equipment $300 8.0 Varies $453 $753
Rental Equipment $0 $0 $0
Overtime Pay $0 $0
Supervision $62.50 $0 $0
Sub Total $1,436 $1,929 $3,365
Sales Tax $128 Labor Burden $550 $678
Sub Total $1,564 $2,479 $4,042
Subcontracts including Sales Tax $0
Sub Total $4,042
Warranty
Material Escalation
Freight
Other
Other
Other
Sub Total $4,042
0% Overhead $0
10 % Profit $404
Sub Total $4,447
Sales Tax $0
Sub Total $4,447
Bond $0
QUOTED PRICE $4,447
Labor Rate Established 10/10/22
PipeDetail
Company: Polk County Public Service
JobName: 928 Dekalb A Schools\WOODRIDGE ES - COP #3
Run Date: 6/12/2024 9:48
Net Net
Qty Size Description Price Total
43 #260 Galv Clevis Hanger $ 2.35 $ 9.41
4 3½ #260 Galv Clevis Hanger $ 3.81 $ 15.22
16 ⅜ Flat Washer $ 0.10 $ 1.54
16 ⅜ Hex Nut $ 0.11 $ 1.82
24 ⅜ Galvanized Rod $ 1.01 $ 24.34
8⅜ Beam Clamp $ 1.21 $ 9.71
14 ¾ Wrot Copper 90 Ell $ 1.62 $ 22.62
7 1¼ Wrot Copper 90 Ell $ 5.87 $ 41.10
4¾ Wrot Copper Coupling $ 1.10 $ 4.38
2 1¼ Wrot Copper Coupling $ 3.73 $ 7.45
52 ¾ Type L Hard Copper Tube $ 7.05 $ 367.42
32 1¼ Type L Hard Copper Tube $ 11.55 $ 364.49
36 ¾ 95/5 Solder Joints $ 0.72 $ 25.92
18 1¼ 95/5 Solder Joints $ 1.32 $ 23.76
28 ¾ Fiberglass Insulation $ 2.20 $ 61.50
28 1¼ Fiberglass Insulation $ 2.55 $ 71.48
4 3x8 Galv Short Ins Protection Shield $ 4.10 $ 16.42
4 3½ x8 Galv Short Ins Protection Shield $ 4.35 $ 17.39
1 <None> DRAINDOWN Drain Water Down and Bring Back Up $ 50.00 $ 50.00
$ 1,135.98
Page 1
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 7/9/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 5
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Repair 3in Wat
COP Price: $1,028.96
This pricing is for reworking and reconnecting a 3" water heater vent cut and demoed by the HVAC contractor due to
conflicts with the new HVAC equipment. This pricing is based on actual manhours and materials used.
See attached documentation
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Pricing Date: 7/9/2024
Project: 928.A4 Woodridge Elementary School-Dekalb Co. Group A COP No 5
MatQt Mat Description Price Ext Price
1 Misc Consumables $150.00 $150.00
10 3" PVC Sch 40 DWV Pipe $3.67 $36.70
4 3" PVC Sch 40 DWV 1/8 Bend $6.47 $25.88
2 3" PVC Sch 40 DWV Coupling $3.46 $6.92
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
Net Material $219.50
Sales Tax Rate 7.00% Sales Tax $15.37
Material Total $234.87
LaborDescription Man Hours Rate
2 man Plumbing Crew 6 $56.60 Net Labor $339.60
Labor Burden Rate 28.50% Labor Burden $96.79
Labor Total $436.39
Equip Description Equip Hours Equip Rate
Truck w/ Tools 6 $37.25 Ext Equip $223.50
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
Equipment Total $223.50
CO Net Total $894.75
OHP Rate 15.00% OHP $134.21
Change Order Sub Total $1,028.96
Bond Req Y/N Bond Rate 0.00% Bond $0.00
See attached documentation Change Order Total $1,028.96
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Proposal IndFilePath J:\Active_Jobs\928 Dekalb Co. Major System Re Date: 7/9/2024
Project: 928.A4
Woodridge Elementary School-Dekalb Co. Group A
4120 Cedar Ridge Trail
Stone Mountain, GA 30083-
PCPS COP # 4
To: From:
Evergreen Construction Polk County Public Service
Connor Smith Chip Popham Jr
csmith@evergreencorp.com chip@pcpscompany.com
Intiated By:
Re-Route 1in
COP Price: $1,196.69
This pricing is for re-routing an additional existing 1" waterline out of the HVAC clearances that was found after the original
change order was sent for re-routing the waterlines in the corridor and the work was performed. This pricing is based on
actual manhours and material used.
See attached documentation
291 Huntington Road
Cedartown, GA 30125
Phone: 770-748-9038
Fax: 770-748-1057
Change Order Pricing Date: 7/9/2024
Project: 928.A4 Woodridge Elementary School-Dekalb Co. Group A COP No 4
MatQt Mat Description Price Ext Price
1 Misc Consumables $150.00 $150.00
10 1" Type L Copper Tube $7.23 $72.30
4 1" WROT Copper 90 Deg Ell $3.52 $14.08
10 1" Insulation $32.50 $325.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
0 $0.00 $0.00
Net Material $561.38
Sales Tax Rate 7.00% Sales Tax $39.30
Material Total $600.68
LaborDescription Man Hours Rate
2 man Plumbing Crew 4 $56.60 Net Labor $226.40
Labor Burden Rate 28.50% Labor Burden $64.52
Labor Total $290.92
Equip Description Equip Hours Equip Rate
Work Truck w/ Tools 4 $37.25 Ext Equip $149.00
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
0 $0.00 Ext Equip $0.00
Equipment Total $149.00
CO Net Total $1,040.60
OHP Rate 15.00% OHP $156.09
Change Order Sub Total $1,196.69
Bond Req Y/N Bond Rate 0.00% Bond $0.00
See attached documentation Change Order Total $1,196.69
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
July 9, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 6, Work Order #1681, Relocate Existing Conduits
Dear Steve,
As requested, we have priced the cost involved with relocating the existing conduits; the cost to incorporate
this work into our scope is $23,375.00; this pricing is based on the following:
BREAKDOWN:
$ 16,857.50 – Labor
3,765.62 – Material
301.25 – Sales Tax
112.97 – Expense
2,337.25 – Ohd & Profit
$ 23,375.00 – Total
QUALIFICATIONS:
1) This price is based on the attached Work Oder #1681 and includes relocating the existing conduits that
were interfering with the installation of the new HVAC units.
2) This pricing is for relocating existing conduits thru June 25, 2024; if any additional work arises, we will
submit pricing under a new Work Order and/or COR.
As requested, and in order to keep the project moving forward, this work has been completed; therefore, please
issue us a change order for this work as soon as possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
September 18, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #048 – HVAC & Electrical Coordination
Dear Ryan:
Enclosed is our proposal to incorporate the electrical changes per the submitted HVAC equipment
compared to the issued electrical drawing permit set, dated 04/20/23. This also includes additional electrical
changes that were not identified on the drawings. These revisions include the following:
- CT-1 : Add wiring and connection for the following:
• 120-volt fan heater; fed from Panelboard “M”.
• 120-volt vibration cutoff switch fed from Panelboard “M”.
- DSSC-1 : Circuit breaker changed from 20/2 to 15/2 (NO COST).
- DSSC-2 : Add a 25/2 Circuit breaker (NO COST).
- ERU-5 : Circuit breaker changed from 40/3 to 35/3, wire size remains #8 AWG (NO COST)
- RTU-2 & 3 : Circuit breaker changed from 45/3 to 30/3, wire size changed from #6 AWG to #10
AWG.
- EF-919 : This exhaust fan is not shown in the Electrical Plans; therefore we have included adding
a 20/1 circuit breaker in Panelboard “LA” with #10 AWG wiring in ½” conduit.
- WSHP’s :
• Delete (1) 15/3 and (12) 30/1 circuit breakers (NO COST).
• Add (1) 20/3 and (6) 30/3 circuit breakers (NO COST).
• Change wiring for (12) WSHP’s from (3) #10 AWG; (277-volt, 1 phase to 480-volt,
3 phase).
- EF-1 : Motion Sensor - Includes adding a 12-volt motion sensor in restroom #97.5 to control
the roof mounted EF-1.
- Automatic Louver – Includes adding (1) 20-amp, 120-volt circuit and connection to the
automatic louver in mechanical room #918.3. The automatic louver will be fed from the existing
Panelboard “M”.
- Kiln Roof EF – Includes adding (1) 20-amp toggle switch and a 120-volt connection to the roof
exhaust fan for the kiln room #920. The toggle switch and the roof EF will be fed from the
existing 120-volt circuit at the kiln.
Please note that we were able to get the breaker changes worked into the released gear package at no
additional cost.
This Item of Change (I.O.C. 048) results in an added cost of $14,060 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
documentation.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 048
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/18/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description ELECTRICAL AND HVAC COORDINATION
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16.99.100 ELECTRICAL 0 0 0
Electrcial & HVAC Coordination 1 LS 0 0 9617.00 9,617
0 0 0
16.99.100 ELECTRICAL 0 0 0
Motion Sensor Power for Roof-Mounted EF-1 1 LS 0 0 765.00 765
0 0 0
16.99.100 ELECTRICAL 0 0 0
Automatic Louver Power 1 LS 0 0 1429.00 1,429
0 0 0
16.99.100 ELECTRICAL 0 0 0
Power to Roof EF for Existing Kiln 1 LS 0 0 722.00 722
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 2 MHR 0 110 220 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 410 12,533
Payroll Taxes & Insurance 145
Sales Tax (8.00%) 0
TOTALS 0 555 12,533
Subcontractor General Liability Insurance 0 2 43
Pollution Insurance 0 0 11
Builder's Risk Insurance Premium 0 1 20
Management Software 0 1 30
Subcontractor Default Insurance 0 7 160
EVERGREEN MARKUP - 57 640
GRAND TOTAL $14,060
Authorizing Signature: date:
Page 1 of 1
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
March 20, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 2 Revised - HVAC Coordination
Dear Steve,
As requested, we have priced the cost involved with the HVAC Electrical Coordination; the cost to incorporate
this work into our scope is $9,617.00; this pricing is based on the following:
BREAKDOWN:
$ 3,934.10 – Labor
4,253.17 – Material
340.25 – Sales Tax
127.60 – Expense
961.58 – Ohd & Profit
$ 9,617.00 – Total
QUALIFICATIONS:
1) This COR is based on the attached “HVAC Electrical Coordination” Package/Spreadsheet dated January
8, 2024, received from Mr. Taylor Burchfield with Paulson-Cheek Mechanical on January 16, 2024.
2) This price includes the following changes:
(Please note that I was able to get the breaker changes worked into the gear package at no additional cost.)
a) CT-1 - Add wiring and connections for the 120-Volt Fan Heater; fed from Panelboard “M.”
- Add wiring and connections for the 120-Volt Vibration Cutoff Switch fed from Panelboard
“M.”
- The Fan Heater and Vibration Cutoff Switch are to be furnished and installed by others.
b) DSSC-1 - Circuit breaker changed from 20/2 to 15/2, (No Cost).
c) DSSC-2 - Add a 25/2 Circuit breaker, (No Cost).
d) ERU-5 - Circuit breaker changed from 40/3 to 35/3, wire size remains #8 AWG, (No Cost).
e) RTU-2, 3 - Circuit breaker changed from 45/3 to 30/3, wire size changed from #6 AWG to #10
AWG.
f) EF-919 - This exhaust fan is not shown in the Electrical Plans; therefore, we have included adding
a 20/1 circuit breaker in Panelboard “LA” with #10 AWG wiring in 1/2” conduit.
g) WSHP’s - Delete (1) 15/3, and (12) 30/1 Circuit Breakers, (No Cost).
- Add (1) 20/3 and (6) 30/3 Circuit Breakers, (No Cost).
- Change wiring for (12) WSHP’s from (3) #10 to (5) #10 AWG; (277-V 1-PH to 480-Volt
3-PH).
Mr. Steve Hall
Evergreen Construction
Re: Woodridge Elementary – COR 2 Revised - HVAC Coordination
March 20, 2024
Page 2 of 2
3) Please note the above-mentioned circuit breaker changes have been incorporated into the released gear
package.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
Paulson-Cheek Mechanical
6145 Northbelt Parkway
Suite F
Norcross, GA 30071
Ga. Reg. 000386
770. 729. 0076
770. 729. 1076 Fax
Dekalb Co. - Woodridge Elementary School
Atlanta, GA
HVAC Electrical Coordination
1/8/24
Please see the attached electrical coordination sheet. The attached lists all equipment that will be
provided by Paulson-Cheek Mechanical and their electrical requirements
We have compared the electrical characteristics of our equipment with the panel board schedule and
have noticed the following discrepancies:
0. Please verify FLA/MCA/MOCP for Boiler.
1. Cooling Tower has 6 connections, not 5 as scheduled on electrical drawings.
2. Please verify FLA/MCA/MOCPs for Ductless Split Systems.
3. Please verify FLA/MCA/MOCPs for Energy Recovery Units. NOTE CHANGES.
4. Please verify FLA/MCA/MOCPs for Rooftop Units.
5. Please verify Voltage/FLA/MCA/MOCPs for Water Source Heat Pumps
6. The Exhaust Fans (EF-1, EF-919, KILN, KEF-1, KEF-2) are not on the Electrical Schedule. Please
confirm they will be included in final design.
PAULSON-CHEEK MECHANICAL JOB No.
PROJECT: DCSD - WOODRIDGE ELEMENTARY SCHOOL Date: 01/08/24
MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS
EQUIPMENT AREA Factory Mtd
TAG DESCRIPTION SERVED VOLTS PHASE HP FLA KW MCA MOCP Disconnect NOTES
B-1 BOILER SCHOOL 120 1 23.3 24 30 NO
CT-1 (BH) COOLING TOWER BASIN HEATER COOLING TOWER 460 3 6 YES
CT-1 (FAN) COOLING TOWER FAN + VFD COOLING TOWER 460 3 7 1/2 YES
CT-1 (HTR) COOLING TOWER FAN HEATER COOLING TOWER 120 1 NO
CT-1 (PROBE) COOLING TOWER WATER LEVEL COOLING TOWER 120 1 NO
CT-1 (TRACE) COOLING TOWER HEAT TRACE COOLING TOWER 120 1 NO
CT-1 (VIB) COOLING TOWER VIBRATION CUTOFF SWITCH 120 1 NO
CWP-1 END SUCTION PUMP COOLING TOWER 460 3 10 YES CONTROLLED BY VFD-CWP-1
VFD-CWP-1 VARIABLE FREQUENCY DRIVE CWP-1 460 3 10 YES CONTROLS CWP-1
ALL IONIZATION UNITS (DIF) ARE LOW VOLTAGE (24 V)
DSSA-1/DSSC-1 DUCTLESS SPLIT SYSTEM HUB 208 1 16 25 NO INDOOR UNIT POWERED BY OUTDOOR UNIT.
DSSA-2/DSSC-2 DUCTLESS SPLIT SYSTEM DRY STORAGE 97.3 208 1 15 15 NO WIRING BY DIV. 26.
EF-1 DOWNBLAST EXHAUST FAN KITCHEN, RESTROOMS, JANITOR 120 1 1/4 YES
EF-919 DOWNBLAST EXHAUST FAN ART ROOM 120 1 3/4 YES
NOT ON ELECTRICAL SCHEDULE
KILN KILN EXHAUST FAN KILN 120 1 1.1 YES
KEF-2 UPBLAST EXHAUST FAN KITCHEN DISHWASHER 120 1 1/2 YES
ERU-1 ENERGY RECOVERY UNIT SCHOOL 460 3 16.4 18.9 25 NO
ERU-2 ENERGY RECOVERY UNIT SCHOOL 460 3 16.4 18.9 25 NO
ERU-3 ENERGY RECOVERY UNIT SCHOOL 460 3 17.2 19.7 25 NO
ERU-4 ENERGY RECOVERY UNIT SCHOOL 460 3 16.4 18.9 25 NO
ERU-5 ENERGY RECOVERY UNIT SCHOOL 460 3 26.4 28.5 35 NO
ERU-6 ENERGY RECOVERY UNIT SCHOOL 460 3 16.4 18.9 25 NO
GUH-1 GAS UNIT HEATER MECHANICAL ROOM 120 1 1/6 2.5 NO
1.) INTERLOCK MAU-1 AND KEF-1 TO HOOD CONTROL PANEL (SWITCH)
2.) DIV. 26 PROVIDE 115V TOGGLE SWITCH FOR LIGHTS
H-1 GREASE HOOD KITCHEN
3.) INTERLOCK MAU-1 AND KEF-1 TO DUAL TEMPERATURE SENSORS
4.) ALL INTERLOCK WIRING AND DISCONNECTS PROVIDED BY DIV. 26
KEF-1 UPBLAST EXHAUST VENTILATOR KITCHEN HOOD 460 3 2 7.5 NO NOT ON ELECTRICAL SCHEDULE. WIRED TO SINGLE
POINT CONNECTION (20A FLA; 22.5A MCA; 30A
MAU-1 MAKE UP AIR UNIT KITCHEN HOOD 460 3 3 NO MOCP)
Page 1 of 3
PAULSON-CHEEK MECHANICAL JOB No.
PROJECT: DCSD - WOODRIDGE ELEMENTARY SCHOOL Date: 01/08/24
MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS
EQUIPMENT AREA Factory Mtd
TAG DESCRIPTION SERVED VOLTS PHASE HP FLA KW MCA MOCP Disconnect NOTES
RTU-1 (RTU-Admin) NATURAL GAS ROOFTOP UNIT ADMIN AREA 460 3 15 20 YES CONVENIENCE OUTLET POWERED BY DIV. 26
RTU-2 (RTU-Cafeteria 1) NATURAL GAS ROOFTOP UNIT CAFETERIA 460 3 24 30 YES CONVENIENCE OUTLET POWERED BY DIV. 26
RTU-3 (RTU-Cafeteria 2) NATURAL GAS ROOFTOP UNIT CAFETERIA 460 3 24 30 YES CONVENIENCE OUTLET POWERED BY DIV. 26
RTU-4 (RTU-CompLab) NATURAL GAS ROOFTOP UNIT COMPUTER LAB 460 3 15 20 YES CONVENIENCE OUTLET POWERED BY DIV. 26
RTU-5 (RTU-Kitchen) NATURAL GAS ROOFTOP UNIT KITCHEN 460 3 27 30 YES CONVENIENCE OUTLET POWERED BY DIV. 26
TWP-1 END SUCTION PUMP TEMPERED WATER LOOP 460 3 10 YES CONTROLLED BY VFD-TWP-1
TWP-2 END SUCTION PUMP TEMPERED WATER LOOP 460 3 10 YES CONTROLLED BY VFD-TWP-2
VFD-TWP-1 VARIABLE FREQUENCY DRIVE TWP-1 460 3 10 YES CONTROLS TWP-1
VFD-TWP-2 VARIABLE FREQUENCY DRIVE TWP-2 460 3 10 YES CONTROLS TWP-2
WSHP-100A WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-100B WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-100C WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-100D WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-901 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-902 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 9 15 NO
WSHP-903 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-904 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-905 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-906 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-907 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-908 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-909 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 9 15 NO
WSHP-910 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 10 15 NO
WSHP-911 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 9 15 NO
WSHP-912 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 9 15 NO
WSHP-913 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 11 15 NO
WSHP-914 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 11 15 NO
WSHP-915 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 9 15 NO
WSHP-916 WATER SOURCE HEAT PUMP LEVEL 1 AREA C 460 3 9 15 NO
WSHP-918 WATER SOURCE HEAT PUMP LEVEL 1 AREA B 460 3 10 15 NO
WSHP-919A WATER SOURCE HEAT PUMP LEVEL 1 AREA B 460 3 9 15 NO
WSHP-919B WATER SOURCE HEAT PUMP LEVEL 1 AREA B 460 3 9 15 NO
Page 2 of 3
PAULSON-CHEEK MECHANICAL JOB No.
PROJECT: DCSD - WOODRIDGE ELEMENTARY SCHOOL Date: 1/8/2024
MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS
EQUIPMENT AREA Factory Mtd
TAG DESCRIPTION SERVED VOLTS PHASE HP FLA KW MCA MOCP Disconnect NOTES
WSHP-920 WATER SOURCE HEAT PUMP LEVEL 1 AREA B 460 3 11 15 NO
WSHP-937 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-938 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-939 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-941 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-942 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-943 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-944 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-945 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-947 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 11 15 NO
WSHP-1000 WATER SOURCE HEAT PUMP LEVEL 1 AREA B 460 3 14 20 NO
WSHP-1003 WATER SOURCE HEAT PUMP LEVEL 1 AREA A 460 3 9 15 NO
SD36-1 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-2 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-3 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-4 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-5 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-6 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-7 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-8 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-9 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-10 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-11 (QTY 1) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-12 (QTY 11) MOTORIZED SMOKE DAMPER - 120 1 NO
SD36-13 (QTY 5) MOTORIZED SMOKE DAMPER - 120 1 NO
Page 3 of 3
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 12, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 21 , EF-1 Motion Sensor
Dear Steve,
As requested, we have priced the cost for the work involved with adding a Motion Sensor Switch for EF-1; the
cost to incorporate this work into our scope is $765.00; this pricing is based on the following:
BREAKDOWN:
$ 371.11 – Labor
286.28 – Material
22.90 – Sales Tax
8.59 – Expense
76.53 – Ohd & Profit
$ 765.00 – Total
QUALIFICATIONS:
1) This COR includes adding a 120V Motion Sensor in Restroom 97.5 to control the Roof-Mounted EF-1.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 12, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 20 , Automatic Louver
Dear Steve,
As requested, we have priced the cost for the work involved with the Automatic Louver; the cost to incorporate
this work into our scope is $1,429.00; this pricing is based on the following:
BREAKDOWN:
$ 837.48 – Labor
403.89 – Material
32.31 – Sales Tax
12.12 – Expense
142.85 – Ohd & Profit
$ 1,429.00 – Total
QUALIFICATIONS:
1) This COR includes Furnishing and Installing (1) 20-Amp, 120-Volt, Circuit and Connection to the
Automatic Louver in Mechanical Room 918.3. The Automatic Louver will be fed from the existing
Panelboard “M”. Control of the Louver, open/close, is to be furnished and installed by others.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 12, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 19, Kiln Roof EF
Dear Steve,
As requested, we have priced the cost for the work involved with adding the Roof EF for the Kiln; the cost to
incorporate this work into our scope is $722.00; this pricing is based on the following:
BREAKDOWN:
$ 510.69 – Labor
125.71 – Material
10.06 – Sales Tax
3.77 – Expense
72.24 – Ohd & Profit
$ 722.00 – Total
QUALIFICATIONS:
1) This COR includes Furnishing and Installing (1) 20-Amp Toggle Switch and a 120-Volt connection to the
Roof EF for the Kiln in Room 920. The Toggle Switch and the Roof EF will be fed from the existing 120-
Volt circuit at the Kiln.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as
possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
September 18, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #049 – Media Center Type L1 Light Fixtures
Dear Ryan:
Enclosed is our proposal to modify the approved L1 type light fixtures in the media center. The approved
submittal noted these type L1 light fixtures to have 72” overall suspension kits, which means the power
cord and aircraft cable provided was 72” long. In order to achieve the desired mounting height which we
were not able to identify a specified mounting height on the RCP or electrical drawings, we needed longer
power cords and aircraft cables. This includes modifying the L1 media center light fixtures by taking them
apart and rebuilding them with longer power cords and aircraft cables.
This Item of Change (I.O.C. 048) results in an added cost of $6,446 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
documentation.
In an effort to maintain the project schedule, we have proceeded with this work.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 049
Location: 4120 Cedar Ridge Trail. Stone Mountain, GA 30083 Date: 9/18/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description MEDIA CENTER TYPE L1 LIGHT FIXTURES
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16.99.100 ELECTRICAL 0 0 0
Modify Type L1 Light Fixtures in the Media Center 1 LS 0 0 5431.00 5,431
0 0 0
0 0 0
0 0 0
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 0 LS 50 0.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 0 MHR 0 25 0 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 2 MHR 0 110 220 0
01-99.300 MANAGERIAL PROCESSING 2 MHR 0 95 190 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 0 LS 150 0 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 0 410 5,431
Payroll Taxes & Insurance 145
Sales Tax (8.00%) 0
TOTALS 0 555 5,431
Subcontractor General Liability Insurance 0 2 18
Pollution Insurance 0 0 5
Builder's Risk Insurance Premium 0 1 9
Management Software 0 1 13
Subcontractor Default Insurance 0 7 70
EVERGREEN MARKUP - 57 277
GRAND TOTAL $6,446
Authorizing Signature: date:
Page 1 of 1
2970 Ask-Kay Drive SE Phone: (770) 436-6101
Suite D Fax: (770) 436-7466
Smyrna, GA 30082-2317 www.ask-kay.com
August 6, 2024
Mr. Steve Hall
Evergreen Construction
3200 Cobb Galleria Pkwy, Ste-240
Atlanta, GA 30339
Re: Woodridge Elementary – COR 10, Media Room Type L1 Fixtures
Dear Steve,
As requested, we have priced the cost for the additional work involved with the Media Room Type L1 Fixtures; the cost
to incorporate this work into our scope is $5,431.00; this pricing is based on the following:
BREAKDOWN:
$ 3,923.20 – Labor
869.25 – Material
69.54 – Sales Tax
26.08 – Expense
543.06 – Ohd & Profit
$ 5,431.00 – Total
CLARIFICATION:
As you know, the lighting fixture package was handed to us back in January already submitted and approved; therefore,
what was approved is what we purchased. However, the Type L1 Fixtures for the Media Room were submitted and
approved with a 72” “Overall Suspension”, which meant the power cord and the aircraft cable included on the Fixtures
were 72”. In order to achieve the desired mounting height, we needed longer cords and aircraft cable on these Fixtures;
therefore, we had to take the fixtures apart and rebuild them with longer cords and aircraft cables.
QUALIFICATIONS:
1) This COR includes rebuilding the Type L1 Fixtures in the Media Room to add longer power cords and longer aircraft
cables for suspension.
As directed, this work has been completed, therefore please issue us an official Change Order as soon as possible.
Please include this Change Order Request as an exhibit to the official Subcontract Change Order.
If you have any questions or if I can be of any further assistance, please feel free to give me a call.
Sincerely,
Wes Askea
Vice President
Note: This Change Order Request, COR, may be withdrawn if not accepted within 30 days. In addition, this COR is based on prices for electrical
materials as of the date of this COR. Due to erratic and possible rapid increases of electrical materials, this COR may increase in price prior to the
receipt of a written notice to proceed.
September 18, 2024
Mr. Ryan Fernandez
Dekalb County School District
1780 Montreal Road
Tucker, GA
RE: Woodridge Elementary School Major Building System Replacement
IOC #050 – Intercom System Headend Replacement
Dear Ryan:
Attached, please find our proposal to replace the existing discontinued intercom headend system. The
existing intercom system (Rauland Legacy) has discontinued making repair components for the legacy
analog system and discontinued the supporting operating software needed to program this system,
therefore SWC can no longer service this system. This proposal includes SWC replacing the existing
Rauland Legacy headend system with a new Rauland TCU Hybrid headend system.
This includes utilizing the current Rauland TCU overlay system already installed by DCSD. The upgrade
will involve expanding the TCU overlay and reusing the existing infrastructure, including cabling, speakers
and call stations.
DCSD will need to ensure access to the facilities is provided during the installation period and provide
coordination as needed. DCSD IT department will be responsible for programming the data network
switches.
Please note that this proposal does not include replacing or repairing any field devices, however, a post-
installation system test will be performed to identify any potential field devices issues and those will be
addressed separately as needed.
This Item of Change (I.O.C. 050) results in an added cost of $84,452 to our current contract value.
Attached is a detailed breakdown of this change for your use as well as all relevant back-up pricing
Documentation.
In an effort to expedite this work, please provide direction by 09/24/2024. Please be aware there is a 6-7
week lead time on this equipment and it will take approximately 1 week to install.
Should you have any questions or need any additional information, please do not hesitate to contact me
directly at 678-244-6548.
Sincerely:
Connor Smith
Project Manager
Enclosure(s)
cc: Steve Hall – Evergreen
Michaela Ray – Evergreen
Brian Mitchell – Cooper Carry
EVERGREENCORP.com 3200 Cobb Galleria Pkwy, Suite 240 678.244.6500 o 678.244.6565 f
ITEM OF CHANGE
Project Name: Woodridge Elementary School Major Building System Replacement I.O.C. No. 050
Location: 4120 Cedar Ridge Trail, Stone Mountain, GA 30083 Date: 9/18/2024
Architect: Cooper Carry Evergreen Job No. 2023-008
Description INTERCOM SYSTEM HEADEND REPLACEMENT
of Change:
MATERIAL COST LABOR COST SUB COST
CODE DESCRIPTION QUAN. U.M. $/UNIT PRICE $/UNIT PRICE $/UNIT PRICE
0 0 0
16-94.100 INTERCOM SYSTEM 0 0 0
Replacement of Existing Headend Intercom System 1 LS 0 0 57400.00 57,400
0 0 0
01-04.100 Project Supervision 1.0 WKS 0 6055 6,055 0
01-04.400 MANAGEMENT VEHICLES 1.0 WKS 241.1 3,375
01-04.410 MANAGEMENT VEHICLE FUEL 1.0 WKS 350.7 4,910
01-04.420 MANAGEMENT VEHICLE INSURANCE 1.0 WKS 98.65 1,381
01-24.150 CELL PHONE 1.0 WKS 31.18 436
01-06.700 LAYOUT & SURVEY 0 MHR 0 173 0 0
01-16.100 DRAWINGS AND PRINTING 1 LS 50 50.00 0 0
01-22.100 TRAFFIC CONTROL 0 MHR 0 25 0 0
01-26.420 BARRICADES 0 LS 1500 0 0 0
01-26.610 TEMPORARY PROTECTION 0 SF 0.5 0 0.75 0 0
01-30.100 CONTINUOUS CLEAN-UP 32 MHR 0 25 800 0
01-30.400 DUMPSTERS 0 PULL 985 0 0 0
01-99.100 EQUIPMENT RENTAL 0 LS 0 0 0
01-99.200 QUALITY CONTROL 0 MHR 0 110 0 0
01-99.300 MANAGERIAL PROCESSING 0 MHR 0 95 0 0
01-99.500 AS-BUILT DRAWINGS 0 MHR 0 28.5 0 0
01-99.700 SMALL TOOLS / MISC. MATERIALS 1 LS 150 150 0 0
02-01.010 EROSION CONTROL 0 LS 1000 0 650 0 0
SUBTOTAL 10,302 6,855 57,400
Payroll Taxes & Insurance 2,421
Sales Tax (8.00%) 824
TOTALS 11,126 9,276 57,400
Subcontractor General Liability Insurance 38 32 195
Pollution Insurance 10 8 49
Builder's Risk Insurance Premium 17 15 90
Management Software 27 22 139
Subcontractor Default Insurance 142 119 735
EVERGREEN MARKUP 1,136 947 2,930
GRAND TOTAL $84,452
Authorizing Signature: date:
Page 1 of 1
WOODRIDGE
DCSD -LAUREL RIDGE ELEMENTARY
SCHOOL - TCU Hybrid Headend
Replacement
1215 BALSAM DR
DECATUR, GA 30033
Proposal for
DEKALB CO SCHOOL DISTRICT (GA) -
LAUREL RIDGE ELEMENTARY SCHOOL
WOODRIDGE
SWC of Atlanta
70 Crestridge Dr., Suite 100
Suwanee, GA 30024
wayne.henley@swc.net | 404.444.5866
blake.schindler@swc.net | 404.787.5420
September 13, 2024
Proposal valid for 30 days.
www.swc.net | 2
TABLE OF CONTENTS
Content Page
Scope of Work 3
Cost of Proposal 5
Bill of Materials 6
Terms and Conditions 7
SWC of Atlanta
wayne.henley@swc.net | 404.444.5866
blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
www.swc.net | 3
Scope
WOODRIDGE
Rauland Legacy Intercom Headend Replacement for Laurel Ridge Elementary (DCSD)
Project Overview:
Unfortunately, Rauland and SWC discontinued support for the legacy Analog Systems
mentioned above. This decision is due to the components required for repairs no longer
being manufactured, and the supporting operating software needed to program these
systems is no longer available.
SWC will replace the existing Rauland legacy intercom headend with a Rauland TCU Hybrid
Headend, utilizing the current Rauland TCU Overlay system already installed by DCSD. The
upgrade will involve expanding the TCU overlay and reusing the existing infrastructure,
including cabling, speakers, and call stations. This scope of work does not include replacing
or repairing any field devices; however, a post-installation system test will be performed to
identify potential field device issues, which will be addressed separately if necessary.
Scope of Work
1. Rauland TCU Hybrid Headend Installation:
o Expand the existing Rauland TCU Overlay system to a full Rauland TCU Hybrid Headend
replacement.
o Integration of the Hybrid Headend into the current overlay setup.
2. Reuse of Existing Infrastructure:
o Ensure all existing cabling, speakers, and call stations are fully integrated into the new
system without needing replacements.
3. System Testing:
o Perform a full system post-installation test to ensure proper functionality of the headend
and integration with existing devices.
o Identify and document any issues with field devices (speakers, call buttons, etc.) during
testing.
4. Exclusions:
o Field device repairs or replacements are not part of this scope. Any identified issues with
field devices will be addressed separately under a different scope or
contract.
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
www.swc.net | 4
Scope (cont)
5. SWC will be responsible for installing, testing, and commissioning the new Rauland TCU
Hybrid Headend.
DCSD Responsibilities:
1. DCSD will ensure facility access during installation and provide coordination as needed.
2. DCSD IT Department will program the data network switches.
Post-Installation Support:
1. SWC will provide technical support for the newly installed headend system, ensuring
proper operation during the initial handover period. Any ongoing maintenance or
additional troubleshooting will be managed under a separate
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
www.swc.net | 5
Pricing Summary
OFFER: In accordance with the Scope of Work and Terms and Conditions attached hereto,
SWC is pleased to offer this pricing, valid through 10/13/2024, for the following project:
WOODRIDGE
DCSD -LAUREL RIDGE ELEMENTARY SCHOOL -
TCU Hybrid Headend Replacement REF #: 61717_EST_2
ESTIMATE GROUP TOTAL PRICE
TCU Hybrids $47,219.72
Adding 15% to this
cost from Laurel Ridge to cover the
difference for Woodridge since
Woodridge is roughly 2,298 additional
SF.
SUB-TOTAL: $47,219.72
TAX: $2,693.44
TOTAL: $49,913.16
Per my authority as an executing agent, please accept this as an intent to award and enter into a contractual agreement with SWC. + 15% = $7,486.97
= $57,400.13
Name Client Signature
Date
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
www.swc.net | 6
Bill of Materials
EST. GROUP - TCU Hybrids COULD BE ADDITIONAL MATERIAL DUE TO LARGER SCHOOL
Mfg Part Num Description Quantity
Middle Atlantic BR1 1U Brush Grommet Panel 2.00
Lynn Elec CAT6PL-35-OR Patch Cable CAT6 Plenum 35ft Orange 8.00
Siemon M1-50 Siemon 66 Block 1.00
Panduit NK688MOR CAT6 JACK-ORANGE 16.00
Panduit NK8FWH NETKEY 8 PORT FLUSH MOUNT FACEPLATE W/LA 1.00
Middle Atlantic PD-915R PD-915R 9Outlet 51A Surge Prot. Rack Mou 1.00
Siemon S89B SIEMON 66 BLOCK BRACKET 1.00
Wiremold V2000BC STL RACEWAY BASE & COVER 2000 IVORY 10.00
Wiremold V5744S-2 STL DEEP DEV BOX 2G IVORY 1.00
Middle Atlantic VT1 VT1 1SP PERFORATED VENT PANEL 6.00
Rauland TCC2022 Telecenter Campus Zone Module 4.00
JBL CSA280Z NCSA280Z-U-US 2X80W 70/100V 1RU 1/2RACK 3.00
Rauland TCC2099 Universal Mounting Kit 2.00
Middle Atlantic PHCM-1-2 PHCM-1-2 HORIZONTAL CABLE MNGMT 3.00
Rauland TCC2024 Telecenter Campus 24 Port Ip C 2.00
Allentel 25-3-PP-15-GY 25 Pair Telco MM 15FT CABLE 4.00
Mohawk M58288B Cat6 Plenum, Orange, 6P4P24-OR-P-MOH-APC 2.00
Tripp lite SMART1500RM2U TRIPP LITE SMARTPRO UPS 1.00
Siemon M1-50R 25 Pair S66 Network Interface Device, Fe 4.00
Lynn Elec CAT6PL-07-OR Patch Cable CAT6 Plenum 7ft Orange 8.00
SWC Misc-Cable Misc. Cable, Connectors and Consumables 10.00
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
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Terms & Conditions
Scope includes:
1. Submittals for review and approval, if required.
2. Furnishing ONLY; special housings and special back boxes for installation by others.
3. Furnishing and installing wire and cable for systems listed.
4. Furnishing, installing and termination of field devices.
5. Furnishing, installing and termination of head-end equipment in Equipment Rooms and Control
areas.
6. Functional testing of systems per SWC standards. Testing documents available upon request.
7. Operation and maintenance documents in electronic format ONLY, per the standards of SWC.
8. Project Management services in coordination with SWC scope of work.
9. Site Supervision during the installation of SWC scope of work ONLY.
10. As required; site conditions verification for SWC Scope of work ONLY.
11. Go-Live support includes up to "1" day per area/department, as defined within the Needs
Assessment, and will be on consecutive days Mon-Fri 8am-4pm. Customer conducted end-user
training must be completed prior to GoLive.
12. Removal of only those existing system/devices and cable rendered obsolete by this project.
13. Fire caulking of only those penetrations opened or generated by SWC during the execution of this
project using standard putty or caulk. Specialty sleeves not included.
Scope Excludes:
1. Service and circuit power requirements including final connections to any and all of our electronic
equipment.
2. A complete and independent conduit/raceway for system per the NEC and installed in the most
direct and efficient manner and method including all necessary conduit, back boxes, pull/junction
boxes, wire ways, ‘J’ hooks, racks, pull strings etc. all being properly identified and color coded
(unless specifically described in the scope of work).
3. Lead lined or similar back boxes unless specifically noted.
4. Finish Painting (except for those products furnished from the factory by SWC with finish paint).
5. Patching of concrete, tile, drywall or masonry.
6. Core drilling and sleeves including any X-ray services needed.
7. Furnishing and installing hardware for doors.
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
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8. Any and all interfacing to other equipment unless specifically noted. This includes lighting control
relays.
9. Server(s) and workstation(s) hardware and Microsoft operating system
Terms and Conditions:
1. Quote is based on the issuance of a ConsensusDoc Contract, Subcontract, or acceptable purchase
order having this scope letter attached. In the absence of a subcontract, an authorized signature and
return of this Quote will be accepted and will constitute a contractual agreement between the
parties and will be conditional on the Terms and Conditions of the ConsensusDoc and this scope
letter and proposal.
2. Quote is based on SWC being furnished appropriate CAD files at the point of contract or notice to
proceed. Delays in furnishing CAD files will delay the project. Lack of appropriate CAD files will be
cause for a change order at $250 per sheet.
3. Normal timeframe is up to 8-12 weeks from receipt of contract or acceptable notice to proceed for
SWC submittals, if required. Timeframe dependent on project size, conditions and the agreed upon
schedule. (check on $ amount variable)
4. Allow 2-8 weeks from receipt of approved submittals for SWC to commence work on site.
5. The facility will appoint a Clinical Administrator, a Systems Resource Administrator and IT
Administrator for coordination and working directly with SWC throughout the project.
6. Within the first 30-40 days of the project, we will require the following in order to make the project
a success and proceed with final design, programming, manufacturing and installation: 1) necessary
IP addresses and server access, 2) needs assessment session and sign-off, 3) final review and sign-off
of project scope and schedule.
7. Quote is based on SWCs scope of work being performed during normal business hours Mon-Fri.
8. Space for lockable storage will be provided for equipment and tools convenient to work areas.
9. All permits, local license, inspections and all related cost will be furnished by others. SWC is licensed
to perform work in the state and has license as such.
10. Performance and Payment Bond is available if required at 1% of total contract value to SWC. It is not
included in our price.
11. Payment for all Engineering, Manufacturing and Project Management will be allowed at time of
occurrence and is not contingent on equipment delivery or site operations.
12. Payment for stored material at our facilities will be allowed.
13. Payment terms are net 30 days with all unpaid balances subject to 1 1/2% interest.
SWC of Atlanta
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blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.
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14. Warranty will be one (1) year from substantial completion of our scope of work and or beneficial
occupancy or use by the Owner and or the Owner’s agents / employees and will be as defined by
our Certification of Warranty issued at the time of substantial completion of our scope of work and
or beneficial occupancy or use by the Owner and or the Owner’s agents / employees. Rauland
hardware is covered by an additional 4 year manufacturer's warranty (software, pillow speakers,
freight, and labor excluded)
15. No Retainage to be withheld.
16. In the case of termination for our Customer’s or the Owner’s convenience, SWC shall be entitled to
receive payment for work executed, and costs incurred by reason of such termination, along with
reasonable overhead and profit on the work not executed.
17. Anti-bid shopping clause: It is understood and agreed that this Quote is a confidential document
between the parties and any use thereof to conduct business with any party other than SWC
constitutes a breach of contract.
18. Wrap-up, CCIP or OCIP clause: SWC shall not participate in a consolidated insurance program (CIP).
19. The Project Schedule will be a mutually agreed upon document between the parties, including all
revisions. Schedule revisions and or acceleration requiring additional manpower and time for
reasons not caused by SWC (i.e. other trades not meeting the schedule, weather, site conditions,
release of rooms/areas and other delays) may constitute a change order for additional time and or
an add to the contract value. Scope and price are based on normal working hours Monday through
Friday (unless specifically noted) during the hours of 7 am - 5 pm; any deviation, unless requested by
SWC, may be cause for additional compensation. Additionally, scope and price are be based on the
release of a certain quantity of (minimum of 4) rooms or areas per consecutive day/week; failure to
release or delay in release may be cause for additional compensation.
20. Owner’s builders risk (all risk) insurance policy: The Owner and if not the Contractor / Customer
shall purchase and maintain all risk insurance for work performed, material stored (on or off-site),
materials in-transit and materials delivered (and or installed).
21. First year SSA (Software Support Agreement) is included in price. Continuation of SSA, if accepted,
will begin one year from issuance of SWC Certificate of Warranty. Payment for SSA due 60 days prior
in order to become activated. Failure to execute and issue payment will result in loss of service and
support.
22. Additional pricing is excluded for extended warranty and requires an executed agreement. If
executed, it will begin one year from issuance of SWC Certificate of Warranty. Payment due 60 days.
Failure to execute and issue payment will result in loss of service and support under warranty terms
and conditions. Billable Service will remain available should an extended warranty agreement not be
executed.
23. Time validity of this Quote is 30 days.
24. Taxes, please refer to summary pricing for inclusion or exclusion.
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25. Down payment: A 30% down payment is required for all orders and is to be received prior to SWC
commencing any work.
SWC of Atlanta
wayne.henley@swc.net | 404.444.5866
blake.schindler@swc.net | 404.787.5420
Confidential. Not to be shared without express written permission by SWC.