7440851 DrawingsAsOne.pdf

PDF 8 MB Posted Jun 5, 2026

Attached to: REPLACE CHILLER & COOLING TOWER, BLDG 4225
Solicitation number: N400857440851
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jun 5, 2026

Summary: Construction Drawing Set for Building 4225 Chiller and Cooling Tower Replacement

This document is a comprehensive set of construction drawings for the replacement of chillers and cooling tower systems at Building 4225, Marine Corps Air Station Cherry Point, North Carolina. The project, designated Work Order No. 7440851, is managed by Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic, with Summer Consultants Incorporated serving as the design firm. The contract number is referenced as 12939345, with individual drawing numbers ranging from 12939346 to 12939383. The project involves demolition of existing equipment and installation of new air-cooled chillers, with a design date of May 4, 2026.

The drawing set includes civil, structural, mechanical, and electrical components. Civil work encompasses demolition plans, site layout with 8-foot chain-link security fencing, and concrete pads with 1.04% slope for drainage. Structural designs specify concrete foundations (3000 psi strength), steel framing with AISC LRFD specifications, anchor bolt details, and equipment support systems. Mechanical systems include two rotary screw chillers (300-ton capacity each), expansion tanks, end-suction pumps with variable frequency drives, control valves, and piping schedules with heat tracing for exterior applications. Electrical work provides for power distribution from existing switchboards, variable frequency drive installations, motor control centers, panel schedules, and temporary chiller connections. The project must be executed while the building remains occupied with scheduled weekend outages for critical work, requiring temporary 250-ton and 80-ton chiller provisions during construction. All existing hazardous materials assessments indicate no asbestos-containing materials or elevated lead-based paint requiring abatement.

View the file

Other files

File	Type	Posted
7440851 Amendment 0004.pdf	PDF	Jul 14, 2026
7440851 Amendment 0003.pdf	PDF	Jul 1, 2026
7440851 Amendment 0002.pdf	PDF	Jun 24, 2026
7440851 Amendment 0001.pdf	PDF	Jun 15, 2026
7440851 SpecsAsOne.pdf	PDF	Jun 5, 2026
RFP_7440851.pdf	PDF	Jun 5, 2026
Master PPI Form.xlsx	XLSX spreadsheet	Jun 5, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

MAIN GATE PASS AND

ID OFFICE

ROOSEVELT BLVD.

PROJECT LOCATION

BUILDING 4225

SLOCUM GATE

BUILDING

BEAUFORT RD.

E STREET

ROOSEVELT BLVD

2ND AVE.

E STREET

PROJECT LOCATION - B4225

A STREET

CUNNINGHAM BOULEVARD

ROOSEVELT BOULEVARD

4/3

0/2

6 2 :23

:55 P

1.0

-0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

G-001 12939345

ZAC ZAC WAN

SHEET

NUMBER SHEET TITLE NAVFAC

DWG NO.

G-001 COVER SHEET 12939345

CD201 CIVIL DEMOLITION PLAN 12939346

CS301 CIVIL SITE PLAN 12939347

S-001 STRUCTURAL NOTES 12939348

S-002 STRUCTURAL NOTES 12939349

S-100 FOUNDATION DEMO PLAN 12939350

S-101 FOUNDATION PLAN 12939351

S-102 FRAMING PLAN 12939352

M-001 SYMBOLS & ABBREVIATIONS 12939353

M-002 PHASING PLAN 12939354

MD101 OVERALL PLAN - DEMOLITION 12939355

MD102 CONTROL VALVE PLAN - DEMOLITION 12939356

MD401 MECHANICAL ROOM PLAN - DEMOLITION 12939357

MD402 YARD PLAN - DEMOLITION 12939358

M-101 OVERALL PLAN 12939359

M-102 CONTROL VALVE PLAN 12939360

M-401 MECHANICAL ROOM PLAN 12939361

M-402 YARD PLAN 12939362

M-403 ROOF PLAN 12939363

M-501 DETAILS 12939364

M-601 SCHEDULES 12939365

M-701 CONTROLS COVER 12939366

M-702 CONTROLS 12939367

M-703 CONTROLS 12939368

E-001 SYMBOLS AND ABBREVIATIONS 12939369

ED101 OVERALL PLAN - DEMOLITION 12939370

ED401 MECHANICAL ROOM PLAN - DEMOLITION 12939371

ED402 ELECTRICAL ROOM PLAN - DEMOLITION 12939372

ED403 MECHANICAL YARD PLAN - DEMOLITION 12939373

SHEET

NUMBER SHEET TITLE NAVFAC

DWG NO.

E-101 OVERALL PLAN 12939374

E-401 MECHANICAL ROOM PLAN 12939375

E-402 ELECTRICAL ROOM PLAN 12939376

E-403 MECHANICAL YARD PLAN 12939377

E-601 SCHEDULES 12939378

E-602 PANEL SCHEDULES 12939379

E-603 PANEL SCHEDULES 12939380

E-604 PANEL SCHEDULES 12939381

E-605 PANEL SCHEDULES 12939382

E-606 PARTIAL POWER RISER DIAGRAM 12939383

CHERRY POINT, NORTH CAROLINA

WORK ORDER NO.

VICINITY MAPLOCATION MAP

MARINE CORPS AIR STATION

N N

DRAWING INDEX

CONSTRUCTION CONTRACT NO.

REPLACE CHILLERS & COOLING TOWER

CHERRY POINT, NORTH CAROLINA

WORK ORDER NO.

BUILDING 4225

MARINE CORPS AIR STATION

7440851

HAZMAT SUMMARY

NO ASBESTOS CONTAINING MATERIALS HAVE BEEN IDENTIFIED

IN THE CHILLER PLANT AREA

NO LEAD BASED PAINT WITH LEAD GREATER THAN OR EQUAL

TO 1.0 MG/CM2 HAVE BEEN IDENTIFIED IN THE CHILLER PLANT

AREA.

PAINT MUST BE CONSIDERED LEAD CONTAINING AT

CONCENTRATIONS LESS THAN 1.0 MG/CM2.

PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, OSHA

STANDARDS AND GUIDELINES, INCLUDING 29 CFR 1926.62, LEAD

EXPOSURE IN CONSTRUCTION STANDARDS.

05/04/2026

CT-1 CT-2

SCALE: 1" = 10' 0 5' 30'20'10'A1 CIVIL DEMOLITION PLAN PLAN

NORTH

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

WE WE CR

KEY PLAN

N.T.S.

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND MUST BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

2. ANY WORK/CUTOVERS/INTERRUPTIONS ON EXISTING UTILITIES

MUST BE SCHEDULED THROUGH THE BASE AT LEAST 14 DAYS IN

ADVANCE.

3. BACKGROUND INFORMATION HAS BEEN PROVIDED BY SUMMER

CONSULTANTS. NO SURVEY HAS BEEN PERFORMED.

CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

LEGEND:

DEMOLITION AREA

ITEM DEMOLITION/ / / / / / / / / / / / / /

SHEET KEYNOTES

1. DEMO THIS PART OF EXISTING CHAIN-LINK FENCE.

2. DEMO MECHANICAL EQUIPMENTS AND CONCRETE INSIDE THIS

AREA - REFER TO MECHANICAL DRAWINGS SHEET (MD402) AND

STRUCTURAL DRAWINGS SHEET (S-100).

3. EXISTING CHAIN-LINK FENCE TO REMAIN.

4. EXISTING GATE TO REMAIN.

5. EXISTING SIDEWALK.

6. TEMPORARY CONSTRUCTION FENCE - SEE DETAIL (D1), SHEET

(CD201)

L D

3 3

43.29'

27.14'

D1 TEMPORARY CONSTRUCTION FENCE DETAIL

NTS

TEMPORARY CONSTRUCTION FENCE

66.66'

RAYMOND1035 GREEN ST.

SUITE A

CONYERS, GA

30012

CD201

12939346

X X X X X X

X X

SCALE: 1" = 10' 0 5' 30'20'10'A1 CIVIL SITE PLAN PLAN

NORTH

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

WE WE CR

KEY PLAN

N.T.S.

D3 8 FT CHAIN LINK SECURITY FENCE DETAIL

NTS

1. PROPOSED 8 FT CHAIN-LINK SECURITY FENCE TO MATCH

EXISTING FENCE (8 FT HEIGHT WITHOUT THE TOP

BARBED-WIRE HEIGHT) - SEE DETAIL (D3), SHEET (CS301).

2. MECHANICAL EQUIPMENT INSIDE THIS AREA - REFER TO

MECHANICAL DRAWINGS , SHEET (M-402)

3. EXISTING CHAIN-LINK FENCE.

4. EXISTING GATE.

5. EXISTING SIDEWALK.

6. PROVIDE CONCRETE PAD FLUSH TO GRADE - SEE

STRUCTURAL DRAWINGS FOR MORE DETAILS.

7. AFTER TEMPORARY CHILLER HAS BEEN DE-MOBILIZED, EXTEND

CONCRETE PAD FOR TEMPORARY CHILLER LAYDOWN AREA. PAD MUST

FLUSH TO GRADE - SEE STRUCTURAL PLANS SHEET (S-101)

FOR MORE DETAILS.

8. 2' x 2' LOCKABLE ACCESS DOOR - SEE DETAIL (D2), SHEET

(CS301).

9. TEMPORARY CONSTRUCTION FENCE - SEE DETAIL (D1),

SHEET (CD201)

# SHEET KEYNOTES

L S

43.78'

16.77'

61.51' 6.14'

57.71'

40.31'

30.32'

RAYMOND1035 GREEN ST.

SUITE A

CONYERS, GA

30012

47'

44.04'

LEGEND:

PROPOSED FENCEX

PROPOSED CONCRETE PAD

TEMPORARY CONSTRUCTION FENCE

CONCRETE PAD

D2 2'x2' FENCE LOCKABLE ACCESS DOOR DETAIL

NTS

CS301

12939347

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND MUST BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

2. ANY WORK/CUTOVERS/INTERRUPTIONS ON EXISTING UTILITIES

MUST BE SCHEDULED THROUGH THE BASE AT LEAST 14 DAYS IN

ADVANCE.

3. BACKGROUND INFORMATION HAS BEEN PROVIDED BY SUMMER

CONSULTANTS. NO SURVEY HAS BEEN PERFORMED.

CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS PRIOR

TO DEMOLITION AND CONSTRUCTION.

4. CONTRACTOR MUST PROVIDED FOR POSITIVE DRAINAGE AWAY

FROM THE MECHANICAL EQUIPMENT PAD AND PREVENT ANY

STANDING WATER.

5. CONCRETE MECHANICAL EQUIPMENT PAD MUST HAVE A 1.04%

AWAY FROM THE BUILDING.

6. CONCRETE PAD MUST HAVE BETWEEN 5-6% AIR ENTRAINMENT.

7. CONCRETE PADS MUST HAVE BROOM FINISH.

8.71'

1.04% slope

GENERAL STRUCTURAL NOTES:

1. THE CONTRACTOR MUST REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

CONTRACTING OFFICER. THE CONTRACTOR’S REVIEW MUST BE DOCUMENTED WITHIN THE

SUBMITTAL. THE CONTRACTING OFFICER RESERVE THE RIGHT TO REJECT SUBMITTALS THAT HAVE

NOT BEEN FIRST REVIEWED BY THE CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE

SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF CONSTRUCTION.

2. THE CONTRACTOR MUST BE EXPERIENCED AND QUALIFIED TO PERFORM THE TYPE OF

CONSTRUCTION REQUIRED TO COMPLETE THE WORK PRESCRIBED BY THE CONTRACT

DOCUMENTS. THE CONTRACT DOCUMENTS WERE PREPARED AS A COMPLETE SET OF PROJECT

DRAWINGS AND SPECIFICATIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES. THIS COORDINATION MUST BE PERFORMED

BEFORE THE PROCUREMENT OF MATERIALS AND/OR FABRICATION OF ANY PROJECT

COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION MUST BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR MUST VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES.

5. COORDINATE SIZES AND LOCATIONS OF ALL FLOOR AND ROOF PENETRATIONS WITH PLUMBING, MECHANICAL, AND ARCHITECTURAL REQUIREMENTS.

6. CONTRACTING OFFICER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH

APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE CONTRACTING OFFICER.

7. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2021 EDITION (IBC 2021).

b. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES," 2022 EDITION (ASCE 7-22).

c. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01, "STRUCTURAL ENGINEERING," DATED 3 JUNE 2025

8. THE CONTRACTOR MUST PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT AND

HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

9. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

10. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY II

b. LIVE LOAD:

PIPE RACK LOAD 100 psf

c. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg 31 psf SNOW EXPOSURE FACTOR, Ce 0.9 IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.0 FLAT ROOF SNOW LOAD, pf 26 psf

d. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY B

BASIC WIND SPEED, V 137 mph (FACTORED, ULTIMATE LOAD)

e. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 0.14 g S1 (LONG PERIOD (1.0 SECOND)) 0.052 g SDS (SHORT PERIOD (0.2 SECOND)) 0.12 g SD1 (LONG PERIOD (1.0 SECOND)) 0.074 g

SITE CLASS CLASS D

SEISMIC DESIGN CATEGORY B

LATERAL FORCE RESISTING SYSTEM STEEL SYSTEM NOT SPECIFICALLY DEISGNED

FOR SEISMIC RESISTANCE

IMPORTANCE FACTOR, Ie 1.0

RESPONSE MODIFICATION COEFFICIENT, R 3.0

SEISMIC RESPONSE COEFFICIENT, Cs 0.025

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR, V 130 LBS

11. ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY OTHERS.

FOUNDATION

1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE WITH PRESUMPTIVE

LOAD BEARING VALUES PER THE INTERNATIONAL BUILDING CODE(IBC) TABLE 1806.2.

2. FOUNDATIONS AND EARTH RETAINING STRUCTURES HAVE BEEN DESIGNED FOR A MAXIMUM

ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

3. PRIOR TO PLACING FOUNDATION CONCRETE, AND AFTER COMPACTION OF SUBGRADE, ALL

FOUNDATION EXCAVATIONS MUST BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL

TECHNICIAN. TESTING MUST INCLUDE IN PLACE DENSITY TESTING, WHICH WILL REQUIRE

ESTABLISHING THE OPTIMUM MOISTURE CONTENT OF THE SUBGRADE. IF THE SUBGRADE HAS

LESS THAN THE STATED ALLOWABLE BEARING CAPACITY (NOTE 2 ABOVE) THE WEAK SUBGRADE

MUST BE REMOVED, RECOMPACTED & RETESTED UNTIL IT IS SATISFACTORY AT NO ADDITIONAL

COST TO THE OWNER. CONCRETE PLACEMENT MUST NOT PROCEED UNTIL THE SUBGRADE HAS

BEEN COMPACTED TO A MINIMUM OF 98% MAX DRY DENSITY.

4. NO UNBALANCED BACKFILLING MUST BE DONE AGAINST CONCRETE OR MASONRY WALLS UNLESS

WALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY CONSTRUCTION

BRACING OR BY PERMANENT CONSTRUCTION.

ADHESIVE ANCHORS

1. ADHESIVE ANCHORS INTO CONCRETE OR SOLID GROUTED CMU MUST BE THREADED ANCHORS

DRILLED AND GROUTED USING EPOXY OR ACRYLIC ADHESIVES BASED ON THE DIAMETER AND

EMBEDMENT DEPTH SHOWN ON THE DESIGN DRAWINGS. ANY CONTRACTOR REQUEST FOR

ALTERNATES MUST BE PRE-APPROVED IN WRITING BY THE CONTRACTING OFFICER.

2. ADHESIVE ANCHORS INTO HOLLOW CMU MUST BE THREADED ANCHORS DRILLED AND GROUTED

USING EPOXY OR ACRYLIC. ADHESIVES BASED ON THE DIAMETER AND EMBEDMENT DEPTH SHWON

ON THE DESIGN DRAWINGS. ANCHORS MUST USE A PLASTIC OR METALIC MESH SCREEN IN THE

CMU VOIDS. ANY CONTRACTOR REQUEST FOR ALTERNATES MUST BE PRE-APPROVED IN WRITING

BY THE CONTRACTING OFFICER.

3. ANCHORS MUST HAVE A MINIMUM Fy = 36 ksi.

4. ANCHOR INSTALLATION MUST BE IN STRICT CONFORMANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

STRUCTURAL STEEL

1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FIFTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL", USING LOAD AND RESISTANCE FACTOR DESIGN(LRFD).

2. STRUCTURAL STEEL MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:

a. STRUCTURAL STEEL WIDE FLANGE SHAPES - ASTM A992, Fy = 50 ksi

b. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS - ASTM A36, Fy = 36 ksi

c. COLD-FORMED STRUCTURAL STEEL TUBING - ASTM A500, GRADE B, Fy = 42 ksi

d. STEEL PIPE - ASTM A53, GRADE B, TYPE E OR S, Fy = 35 ksi

e. ANCHOR RODS - ASTM F1554, Fy = 36 ksi

3. WELDING MUST BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY(AWS) D.1,

"STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. WELD ELECTRODES MUST BE E70XX.

PROVIDE 3/16" CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

4. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS MUST BE HOT DIPPED

GALVANIZED.

5. UNLESS NOTED OTHERWISE, ALL BEAM SHEAR CONNECTIONS MUST BE MADE USING 3/4"∅ A325 BOLTS, BEARING TYPE WITH THREADS EXCLUDED. ALL GRAVITY ONLY BEAMS MUST HAVE SIMPLE SHEAR CONNECTIONS DESIGNED TO SUPPORT 1/2 THE TOTAL FACTORED UNIFORM LOAD FOR THE

SUPPORTED BEAM, ITS SPAN, AND ITS GRADE OF STEEL AS SPECIFIED IN AISC LRFD.

I N C O R P O R A T E D

SUMMER

CONSULTANTS

SUMMER

CONSULTANTS

KEY PLAN

N.T.S.

M C

A S

C H

E R

R Y

P O

C C

H E

R R

Y P

T N

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

D E

P A

R T

M E

N T

O F

T H

E N

A V

F A

S E

N G

E R

C Q

N S

N M

C A

S C

H E

R R

Y P

C H

E R

R Y

P O

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

B U

E P

E C

C O

N G

T O

W E

AS NOTED

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

ACTIVITY

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1 2 3 4 5

1 2 3

4 5

NEVER INCLUDE

SEAL

A/E INFO

F ile

P a th

Y \1

A D

\0 .0

P lo t D a te

S-001

RMM RMM JJS

S T

R U

C T

U R

A L N

O T

E S

12939348

CAST-IN-PLACE CONCRETE

1. CAST-IN-PLACE CONCRETE FOR THIS PROJECT MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND COMMENTARY"

ACI 318-19 AND ACI 318R-19.

2. REFERENCE PROJECT SPECIFICATION SECTION 03 30 00 "CAST-IN-PLACE CONCRETE".

3. CONCRETE MUST HAVE THE FOLLOWING PROPERTIES:

AREA WEIGHT STRENGTH @ AIR MAX. W/C NOMINAL MAX.

28 DAYS CONTENT RATIO AGG. SIZE

FOUNDATIONS 145 pcf 3000 psi 5% 0.55 1" PAVING 145 pcf 3000 psi 5% N/A 3/4"

THE EXPOSURE CLASSES FOR THE CONCRETE AREAS ARE AS FOLLOWS:

AREA FREEZING & SULFATES CONTACT W/ CORROSION

THAWING (F) (S) WATER (W) PROTECTION (C)

FOUNDATIONS F1 S0 W1 C0

(SEE SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL REQUIREMENTS)

4. AN INTENTIONALLY ROUGHENED SURFACE MAY BE USED INSTEAD OF A CONTINUOUS SHEAR KEY AT

ALL HORIZONTAL CONSTRUCTION JOINTS.

5. ALL EXPOSED CONCRETE EDGES MUST HAVE 3/4" CHAMFER, WHETHER SPECIFICALLY NOTED OR NOT.

6. TYPICAL SLAB FINISH MUST BE BROOM FINISH FOR EXTERIOR SLABS AND STEEL TROWEL FINISH FOR

INTERIOR SLABS.

7. ALL ANCHOR RODS MUST BE BLACK AS NOTED ON DESIGN DRAWINGS.

8. CONCRETE FORM WORK MUST COMPLY WITH ACI 347, LATEST EDITION. CONTRACTOR MUST BE

RESPONSIBLE FOR THE DESIGN OF ALL FORMWORK.

9. DURING AND IMMEDIATELY AFTER PLACING, CONCRETE MUST BE THOROUGHLY COMPACTED BY

SPADING OR MECHANICAL VIBRATING TO PROVIDE DENSE CONCRETE FREE OF HONEY COMBING.

10. DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TIE WIRES AND STAPLED ENDS MUST

BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED. CUT TIES FLUSH WITH FINISHED

SURFACES FOR ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS AND ROUGH PLACES. REMOVE ALL LOOSE CONCRETE AND OTHER IRREGULARITIES. PATCH AND FILL VOIDS WITH BONDING AGENT AS

REQUIRED.

CONCRETE REINFORCEMENT:

1. REINFORCING STEEL MUST CONFORM TO ASTM A615 SUPPLEMENT SI, GRADE 60, OF DOMESTIC

MANUFACTURER.

2. WELDED WIRE REINFORCEMENT MUST CONFORM TO ASTM A185. WELDED WIRE REINFORCEMENT MUST

BE SUPPLIED IN FLAT SHEETS ONLY. LAP 9" MINIMUM.

3. REINFORCEMENT MUST BE FABRICATED TO SHAPES AND DIMENSIONS SHOWN AND MUST CONFORM TO THE REQUIREMENTS OF CONCRETE REINFORCING STEEL INSTITUTE(CRSI) AND ACI 318. REINFORCEMENT MUST BE COLD BENT UNLESS OTHERWISE AUTHORIZED. BENDING MAY BE ACCOMPLISHED IN THE FIELD

OR AT THE MILL. BARS MUST NOT BE BENT AFTER EMBEDDED IN CONCRETE.

4. REINFORCEMENT MUST BE FREE FROM LOOSE RUST AND SCALE, DIRT, OIL, OR OTHER DELETERIOUS

COATING THAT COULD REDUCE BOND WITH THE CONCRETE.

5. NO SPLICES OF REINFORCEMENT MUST BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS WITH CORNER BARS. WHERE PERMITTED, SPLICES MADE BY

CONTACT LAPS MUST BE CLASS "B" TENSION LAPS.

6. TENSION AND COMPRESSION REINFORCEMENT SPLICES IN CONCRETE MUST BE MADE AS FOLLOWS:

3000 PSI CONC 3500 PSI CONC 4000 PSI CONC 4500 PSI CONC

#4 BARS - 37" #4 BARS - 35" #4 BARS - 33" #4 BARS - 31"

#5 BARS - 46" #5 BARS - 43" #5 BARS - 41" #5 BARS - 38"

#6 BARS - 56" #6 BARS - 52" #6 BARS - 49" #6 BARS - 46"

#7 BARS - 81" #7 BARS - 75" #7 BARS - 71" #7 BARS - 67"

7. WHERE HOOKS ARE SHOWN, PROVIDE STANDARD 90° HOOKS IN ACCORDANCE WITH CRSI AND ACI 318, UNLESS NOTED OTHERWISE.

8. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING FROM

FOUNDATION. DOWELS MUST HAVE STANDARD 90° HOOKS.

CAST-IN-PLACE

9. MINIMUM CONCRETE REINFORCING COVER REQUIREMENTS: CONCRETE COVER

a. CONCRETE CAST AGAINST EARTH: 3"

b. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

WALLS, SLABS:

#6 BAR AND LARGER 2"

#5 BAR AND SMALLER 1½"

c. FORMED CONCRETE NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND:

WALLS, SLABS:

#11 BAR AND SMALLER ¾"

10. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND WELD PLATES MUST BE

PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES.

11. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL-2004", PUBLICATION SP-66, ACI 318, AND

ACI 315, OR LATEST EDITIONS.

12. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON

PLANS

ABBREVIATION KEY

ARCHITECTURAL

BUILDING

BEAM

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTROL JOINT

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FOUNDATION

FLOOR PENETRATION

FINISH FLOOR

FAR SIDE

FOOTING

HOOK

HORIZONTAL

HEADED STUD

HEIGHT

HEAVY

INCH

INTERIOR

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MANUFACTURER

MINIMUM

MILES PER HOUR

NOT APPLICABLE

NOT IN CONTRACT

NEAR SIDE

OUT TO OUT

ON CENTER

OPENING

OPPOSITE

PLATE

PROJECTION

POST-TENSION BEAM

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED CONCRETE BEAM

REQUIRED

SELF-DRILLING, SELF-TAPPING

SHEET METAL SCREWS

SQUARE FOOT

SIMILAR

STANDARD

STEEL

SELF-WEIGHT

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

SQUARE

THREADED

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH

BLDG

BTM.

C.L.

CIP

CLR.

CMU

COL.

CONC.

CONST.

CONT.

DIA.

D.L.

DWG.

DWL.

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

E.S.

E.W.

EXP.

EXT.

FDN.

F.P.

F.F.

F.S.

FT.

FTG

HK.

HOR.

H.S.

HT.

HVY.

IN.

INT.

ksi lb

L.L.

LLH

LLV

MAX.

MFR.

MIN.

mph

N/A

N.I.C.

N.S.

N.T.S.

O/O

O.C.

OPN'G

OPP.

PL.

PJF

PROJ.

PTB

psf psi

RCB

REINF.

REQ'D

SDSTSMS

S.F.

SIM.

SQ.

STD.

STL.

S.W.

T&B

THRD'D

TYP.

U.N.O.

VERT.

W/C

W.L.

W.P.

WT.

WWR

KIPSK

EQUALEQ.

EXISTINGEXIST.

BOTTOM OFB/

DEGREEDEG.

ELECTRICALELEC.

HOLLOW STRUCTURAL SECTIONHSS

MECHANICALMECH.

PRE-ENGINEERED METAL

BUILDING SYSTEM

PEMB

TOP OF STEELTOS

I N C O R P O R A T E D

SUMMER

CONSULTANTS

SUMMER

CONSULTANTS

KEY PLAN

N.T.S.

M C

A S

C H

E R

R Y

P O

C C

H E

R R

Y P

T N

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

D E

P A

R T

M E

N T

O F

T H

E N

A V

F A

S E

N G

E R

C Q

N S

N M

C A

S C

H E

R R

Y P

C H

E R

R Y

P O

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

B U

E P

E C

C O

N G

T O

W E

AS NOTED

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

ACTIVITY

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1 2 3 4 5

1 2 3

4 5

NEVER INCLUDE

SEAL

A/E INFO

F ile

P a th

Y \1

A D

\0 .0

P lo t D a te

S-002

RMM RMM JJS

S T

R U

C T

U R

A L N

O T

E S

12939349

D.4

3.5 4 4.5 5

S E

E A

R C

H S

E E

A R

C H

S E

E A

R C

VERIFY IN FIELD

EXISTING OPENING TO REMAIN EXISTING

EXTERIOR WALL,

TYP

EXISTING COLUMN,

TYP

EXISTING CHAIN

LINK FENCE, TYP

VERIFY IN FIELD

EXISTING MECHANICAL

EQUIPMENT, TYP.

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

EXISTING EQUIPMENT PADS

MUST BE DEMOLISHED.

CONTRACTOR MUST CHIP OUT

EXISTING PAD AND REPAIR THE

FLOOR WITH A SELF-LEVELING

CONCRETE TOPPING MATERIAL.

EXISTING EXTERIOR CONCRETE EQUIPMENT

PAD AND STRUCTURAL STEEL PLATFORM. DEMO

AND REMOVE ALL. DEMO EXTERIOR SLAB IN

AFFECTED AREA

SEE MECHANICAL

S E

E M

E C

H A

A L

VERIFY IN FIELD

EXISTING CMU ENCLOSURE WALL MUST BE

DEMOLISHED AND REMOVED. EXISTING SPREAD

FOOTINGS MUST BE DEMOLISHED AND REMOVED

TO INSTALL NEW FOUNDATIONS, TYP

EXISTING CMU PILASTER MUST BE DEMOLISHED

AND REMOVED. EXISTING SPREAD FOOTINGS

MUST BE DEMOLISHED AND REMOVED TO

INSTALL NEW FOUNDATIONS, TYP

V E

Y I N

L D

EXISTING

EXTERIOR SLAB

VERIFY W/ MECHANICAL AND ARCH

NEW OPENING

MECHANICAL PIPES, VERIFY W/ MECHANICAL

DEMO EXISTING WALL TO

INSTALL NEW LINTEL. SEE

PLAN FOR LINTEL SIZE

EXISTING CMU WALL,

VERIFY IN FIELD

CONTRACTOR TO SHORE EXISTING WALL AND

ANY STRUCTURE BEARING ON EXISTING WALL

PRIOR TO DEMO OF WALL AND REINSTALL OF

NEW LINTEL

NOTES:

1. SEE FOR LOCATION. VERIFY & COORDINATE WITH MECHANICAL/A1 S-102

CMU ABOVE OPENING MUST NOT BE

DEMOED

I N C O R P O R A T E D

SUMMER

CONSULTANTS

SUMMER

CONSULTANTS

KEY PLAN

N.T.S.

M C

A S

C H

E R

R Y

P O

C C

H E

R R

Y P

T N

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

D E

P A

R T

M E

N T

O F

T H

E N

A V

F A

S E

N G

E R

C Q

N S

N M

C A

S C

H E

R R

Y P

C H

E R

R Y

P O

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

B U

E P

E C

C O

N G

T O

W E

AS NOTED

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

ACTIVITY

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1 2 3 4 5

1 2 3

4 5

NEVER INCLUDE

SEAL

A/E INFO

F ile

P a th

Y \1

A D

\0 .0

P lo t D a te

S-100

RMM RMM JJS

F O

U N

D A

N D

E M

O P

L A

1/8" = 1'-0"A1

FOUNDATION DEMO PLAN

3/4" = 1'-0"C3

NEW LINTEL IN EXISTING WALL DETAIL

12939350

FOUNDATION PLAN NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES

2. F# DENOTES SPREAD FOOTING TYPE. SEE SCHEDULE FOR SIZE AND REINFORCING.

D.4

3.5 4 4.5

S E

E A

R C

H S

E E

A R

C H

S E

E A

R C

VERIFY IN FIELD

EXISTING OPENING TO REMAIN

S-101

TYP

VERIFY SIZE W/ MECH

39'-2" MIN

V E

Y S

W M

E C

VERIFY SIZE W/ MECH

39'-2" MIN

V E

Y S

W M

E C

EXISTING

EXTERIOR WALL,

TYP

EXISTING COLUMN,

TYP

5'-9"

NEW INTERIOR EQUIPMENT

PAD. VERIFY LOCATION & SIZE

REQUIREMENTS W/

MECHANICAL

S-101

TYP

S-101

V E

Y W

E C

H A

A L

V E

Y W

E C

H A

A L

NEW EXTERIOR EQUIPMENT

PADS. (2) LOCATIONS TYP

MECHANICAL UNIT. VERIFY W/

MECHANICAL, TYPEXISTING

CHAIN LINK

FENCE, VERIFY

IN FIELD

NEW CHAIN

LINK FENCE,

SEE CIVIL

TYP

S-101

TYP

2'-5"

EXISTING MECHANICAL

EQUIPMENT, TYP.

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

VERIFY IN FIELD

18'-6"

F3.11 x 2.0

S-101

TYP

HSS4X4X5/16 COLUMN

HATCHED PORTION OUTSIDE THE FENCE LINE

MUST BE 1'-4" THICK TO SUPPORT TEMPORARY

EXTERIOR MECHANICAL UNIT. SIMILAR TO

AND SEE MECHANICAL

DENOTES PAD

EXTENSION FOR PIPE

SUPPORT. SEE /B4 S-102

NEW 4" EXTERIOR PAVING PER

VERIFY EXTENTS OF EXISTING EXTERIOR SLAB IN THE FIELD

& PROVIDE CONSTRUCTION JOINTS PER

WHERE NEW SLAB MEETS EXISTING SLAB.

PROVIDE MAX CONTROL JOINT SPACING OF 8'-0" x 8'-0"

PER

/B1 S-101

/D4 S-101

/C4 S-101

TYP EA SIDE

1'-6" MIN,

E Q

TYP

F3.11 x 2.0 F4.5x2.0

F4.5x2.0

F5.5x2.25

TYP

1'-6"

T Y

F5.5x2.25

F2.5

2'-5"

TYP

2'-5" 11'-2"

13'-6" 15'-6"

, TYP

T Y

0' - 0"

T/PAD=

0' - 4"

T/PAD =

0' - 4"

T/PAD =

EXISTING SIDEWALK,

VERIFY IN FIELD

/C2 S-101

PROVIDE BLOOMED

SURFACE AND 1/8" / FT

SLOPE, TYP

EXISTING CONCRETE SLAB

6" CONCRETE PAD

ADHESIVE ANCHOR WITH 3" EMBED -

COORDINATE, SIZE, QUANTITY, &

LOCATIONS WITH MANUFACTURER'S

REQUIREMENTS

#3 DOWEL @ 12" O.C. w/ 3"

EMBED. DRILL & GROUT

USING EPOXY ADHESIVE

#3 @ 12" O.C. MAX

3/4" CHAMFER @ EXPOSED

CORNERS, TYP

ROUGHEN & CLEAN CONC.

2" CLR, TYP

VERIFY W/ MECHANICAL

EXISTING COMPACTED SUBGRADE

6" MIN. ALL AROUND

MECHANICAL UNIT - SEE

MECHANICAL DWGS FOR SIZE,

TYPE AND LOCATION

ROUGHEN

& CLEAN

CONCRETE

#5 @ 10" O.C. MAX,

EA WAY

T/GRADE =

VERIFY IN FIELD

MECHANICAL UNIT - SEE

MECHANICAL DWGS FOR

SIZE, TYPE AND LOCATION

NEW CONCRETE PAD

ADHESIVE ANCHOR WITH

4" EMBED - COORDINATE,

SIZE, QUANTITY, &

LOCATIONS WITH

MANUFACTURER'S

REQUIREMENTS

3" CLR3" CLR

C L R

6" MIN. ALL AROUND

VERIFY W/ MECHANICAL

EXISTING COMPACTED

SUBGRADE

3/4" CHAMFER ALL AROUND

CUT AND DEMO EXISTING

EXTERIOR CONCRETE SLAB

AS REQUIRED TO INSTALL

NEW EQUIPMENT PAD, TYP

1/2" PRE-MOLDED JOINT

FILLER W/ SEALANT, TYP

DIAMETER

E M

B E

D M

E N

A N

C H

O R

R O

T H

R 'D

HEAVY HEX NUT &

WASHER

T/CONC. EL.

ASTM F1554, GR. 36

THREADED ROD

HEAVY HEX NUT

TACK WELD 2

PLACES

PER PLAN

ANCHOR

ROD DIAM.

SQUARE WASHER SCHEDULE

SIZE (INCH)

BASEPLATE

HOLE SIZE

THICKNESS

23/4" Ø

1" Ø 3

1 1/4" Ø

1 1/2" Ø

1 3/4" Ø

2" Ø

3 1/2

7/8" Ø

1 1/8" Ø

1 3/8" Ø

1 5/8" Ø

1 7/8" Ø

2 1/8" Ø

1/4"

3/8"

1/2"

5/8"

3/4"

1 1/2" NONSHRINK,

NON METALLIC

GROUT

0'-10" SQ x 3/4" THICK

BASEPLATE W/ (4) 3/4" Ø

ANCHOR BOLTS W/ 9" EMBED

COLUMN, PER PLAN

E M

B E

P E

R S

C H

E D

U L E

T H

N E

S S

PER SCHEDULE, TYP

WIDTH

3" , TYP

C O

V E

FOOTING PER PLAN

SEE SCHEDULE FOR REINF.

DETAILS. PROVIDE STD HOOKED

BARS TOP & BOT, TYP

SECTION A-A

A A

Y P

E Q

EQ. EQ.

10"

T/FTG =

EXISTING GRADE=

VERIFY IN FIELD

6'' TRIMABLE COMPACTABLE GRANULAR

FILL (CRUSHER RUN OR EQUAL)

EACH SIDE OF JOINT WITH 1/8" RADIUS

NOTES:

1. CONTROL JOINTS MAY REPLACE CONSTRUCTION JOINTS SEE

2. WHERE THE CONSTRUCTION JOINT OCCURS BETWEEN THE NEW EXTERIOR SLAB AND EXISTING

EXTERIOR SLAB, PROVIDE 1/2" PREMOLDED JOINT FILLER W/ SEALANT, TYP

COMPACTED

SUBGRADE

/C4 S-101 S

E E

P L A

V A

6'' TRIMABLE

COMPACTABLE GRANULAR

FILL (CRUSHER RUN OR

EQUAL)

COMPACTED

SUBGRADE

6'' TRIMABLE COMPACTABLE GRANULAR

FILL (CRUSHER RUN OR EQUAL)

COMPACTED

SUBGRADE

1/8'' x (SLAB THICKNESS X 1/4'')

SAW CUT JOINT AND INSTALL

JOINT FILLER

S E

E P

L A

N S

V A

NOTES:

1. SLAB MUST BE SAWN AS SOON AS THE CONCRETE WILL SAFELY SUPPORT MEN AND EQUIPMENT.

2. FILL JOINT WITH SEALANT AFTER SLAB HAS BEEN CURED.

3. CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT SEE /D4 S-101

I N C O R P O R A T E D

SUMMER

CONSULTANTS

SUMMER

CONSULTANTS

KEY PLAN

N.T.S.

M C

A S

C H

E R

R Y

P O

C C

H E

R R

Y P

T N

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

D E

P A

R T

M E

N T

O F

T H

E N

A V

F A

S E

N G

E R

C Q

N S

N M

C A

S C

H E

R R

Y P

C H

E R

R Y

P O

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

B U

E P

E C

C O

N G

T O

W E

AS NOTED

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

ACTIVITY

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1 2 3 4 5

1 2 3

4 5

NEVER INCLUDE

SEAL

A/E INFO

F ile

P a th

Y \1

A D

\0 .0

P lo t D a te

S-101

RMM RMM JJS

F O

U N

D A

N P

L A

Spread Footing Schedule

Type Mark Thickness Length Width Reinforcement Details Notes

F2.5 2' - 0" 2' - 6" 2' - 6" (3) #6 EA DIRECTION T&B

F3.11 x 2.0 2' - 0" 2' - 0" 3' - 11" #6 @ 12" O.C. MAX EA WAY T&B

F4.5 x 2.0 2' - 0" 2' - 0" 4' - 5" #6 @ 12" O.C. MAX EA WAY T&B

F5.5x2.25 2' - 0" 2' - 3" 5' - 5" #6 @ 12" O.C. MAX EA WAY T&B

1/8" = 1'-0"A1

FOUNDATION PLAN

3/4" = 1'-0"C1

INTERIOR EQUIPMENT PAD DETAIL

3/4" = 1'-0"C2

EXTERIOR EQUIPMENT PAD DETAIL

3/4" = 1'-0"B4

ANCHOR BOLT DETAIL

3/4" = 1'-0"A3

TYPICAL COLUMN ON FOOTING DETAIL

3/4" = 1'-0"D4

TYPICAL CONSTRUCTION JOINT DETAIL

3/4" = 1'-0"B1

TYPICAL EXTERIOR PAVING DETAIL

3/4" = 1'-0"C4

TYPICAL CONTROL JOINT DETAIL

12939351

D.4

3.5 4 4.5

EXISTING

EXTERIOR WALL,

TYP

EXISTING COLUMN,

TYP

VERIFY IN FIELD

EXISTING OPENING TO REMAIN

MECHANICAL UNIT. VERIFY W/

MECHANICAL, TYP

MECHANICAL PIPES.

VERIFY W/ MECH,

TYP

2'-5"11'-2"

2'-5"

E Q

5'-4" 5'-4"

7' - 8"T/STL =

TYP

S-102

SIM

S-102

________________________________________________ TYP

S-102

SIM

M C

W10X26, TYP

MC12X31

M C

CANTILEVER BEAM OVER

COLUMN OVER PER

DENOTES BRACE PER

TYP

/C2 S-102

DENOTES BRACE PER

TYP

/C1 S-102

S-102

TYP

S-102

TYP

NEW L-1

4'-5"

13'-6"

SEE MECHANICAL FOR PIPE

SUPPORT REQUIREMENTS,

LOCATIONS, AND SPACING, TYP

15'-6"

SEE

(4) PIPE SUPPORT LOCATIONS

/B4 S-102

MC12X31

EQ.

EQ. EQ.

T Y

EQ. EQ. EQ.

W X

1' - 7"T/STL =

@ LO BEAMS

1' - 7"T/STL =

TYP

S-102

T Y

NEW L-1

NOTE: W10x26 INFILL BEAMS SHALL BE MOVED TO ACCOMODATE PIPE SUPPORTS. VERYIFY LOCATIONS WITH MECHANICAL. IF A BEAM IS MORE THAN 2'-0" AWAY FROM REQUIRED PIPE SUPPORT, A NEW W10x26 BEAM SHALL BE ADDED TO ACCOMODATE THAT REQUIRED PIPE SUPPORT.

T/STL

PER PLAN

3/16" CAP PLATE W/

1/8" FILLET WELD ALL

AROUND, TYP

BEAM BEYOND,

SEE PLAN

CL CL

SEE PLAN

WP, TYP

PROVIDE (2) 3/4" Ø

THRU BOLT, TYP

L3x3 x1

COL, SEE

FOR SIZE

TYP

1/2" MAX,

T Y

1/4

TYP

BEAM, PER PLAN

9" x 4" x 1/4" KNIFE

PLATE W/ (3) 3/4"

Ø A325 BOLTS

T Y P

1 1/2" T Y P

/A1 S-101

T/STL

PER PLAN

1/4" CAP PLATE, TYP

BEAM BEYOND,

SEE PLAN

WP, TYP

PROVIDE 3/4" Ø

THRU BOLT, TYP

L3x3x1/4

COL, SEE

FOR SIZE

1/4

TYP

BEAM, PER PLAN

9" x 4" x 1/4" KNIFE

PLATE W/ (3) 3/4"

Ø A325 BOLTS

4'-3"

1/4" GUSSET PLATE

W/ (2) 3/4" Ø A325

BOLT

1 1/2"

/A1 S-101

CANTILEVER, PER PLAN

T/STL

PER PLAN

BEAM, PER PLAN

COL, PER

1'-0" x 0'-4" x 5/8" THICK CAP PLATE 1/4

1/4

/A1 S-101

T/STL

PER PLAN

MAX

1/2"

T Y

BEAM, PER PLAN

PROVIDE 9" x 4" x 1/4" KNIFE

PLATE W/ (3) 3/4" Ø A325 BOLTS @

MC12 CONNECTIONS

PROVIDE 6" x 4" x 1/4" KNIFE

PLATE W/ (2) 3/4" Ø A325 BOLTS @

C8 CONNECTIONS

2" 2"

STEEL LINTEL SCHEDULE

MARK

L-1

BEAM SIZE

(2) C8x11.5

NOTE:

1. LINTEL MUST EXTEND 12" EACH SIDE

2. SEE FOR DEMO

REQUIREMENTS

3. INSTALL BRICK FACADE AFTER NEW

LINTEL HAS COMPLETELY BEEN

INSTALLED

EXISTING CMU

5/8" CONT. PL LENGTH

OF LINTEL

4" BRICK FACADE,

MATCH EXISTING

MASONRY ANCHOR

@ 16" O.C.

INSULATION

1/2" MAX

STEEL LINTEL,

PER SCHD

THICKNESS

VERIFY IN FIELD

WALL ASSEMBLY

VERIFY IN FIELD

/C3 S-100

VERIFY W/ MECHANICAL AND ARCH

NEW OPENING

MECHANICAL PIPES, VERIFY W/ MECHANICAL

EXISTING CMU WALL,

VERIFY IN FIELD

SEE

FOR DEMO

REQUIREMENTS

/C3 S-100

NEW STEEL LINTEL

SEE PLAN AND SCHEDULE

EXTEND MINIMUM 12" PAST OPENING ON EACH SIDE

3/16 2-12

3/4" Ø THRU BOLTS @ 8" O.C.

MIN

1'-0"

MIN

1'-0"

NOTE: INSTALL

LINTEL PRIOR TO

REMOVING CMU

FRAMING PLAN NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES

2. L-# DENOTES LINTEL. SEE LINTEL SCHEDULE.

M A

N U

F A

C T

U R

E R

V E

W M

E C

VERIFY ANCHORAGE &

ATTACHMENT W/ MECH

MANUFACTURER

EQUIPMENT PAD

EXTENSION OR FOOTING.

@ PAD EXTENSION

PROVIDE TOP REINF. TO

MATCH BOT REINF. PER

ALSO PROVIDE

STANDARD HOOKED

BARS TOP & BOT

PIPE SUPPORT PER

MECHANICAL

PER PLAN PER PLAN

D E

P T

H O

F P

A D

/C2 S-101

A A

T Y

TYP

7 1/2"

TYP

7 1/2"

1 1/2" BASEPLATE W/ (8)

3/4" Ø EPOXY ANCHORS

W/ MIN 8" EMBED

1'-6"

SECTION A-A

MAX

10" SQ.

DOWEL INTO EXIST

FOOTING AS REQ'D

I N C O R P O R A T E D

SUMMER

CONSULTANTS

SUMMER

CONSULTANTS

KEY PLAN

N.T.S.

M C

A S

C H

E R

R Y

P O

C C

H E

R R

Y P

T N

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

D E

P A

R T

M E

N T

O F

T H

E N

A V

F A

S E

N G

E R

C Q

N S

N M

C A

S C

H E

R R

Y P

C H

E R

R Y

P O

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

B U

E P

E C

C O

N G

T O

W E

AS NOTED

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

ACTIVITY

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

D A

T E

A P

P R

CHK

SATISFACTORY TO DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

1 2 3 4 5

1 2 3

4 5

NEVER INCLUDE

SEAL

A/E INFO

F ile

P a th

Y \1

A D

\0 .0

P lo t D a te

S-102

RMM RMM JJS

F R

A M

P L

A N

1/8" = 1'-0"A1

PIPE SUPPORT FRAMING PLAN

3/4" = 1'-0"C1

BRACE DETAIL

3/4" = 1'-0"C2

BRACE DETAIL

3/4" = 1'-0"C3

BEAM OVER COLUMN DETAIL

3/4" = 1'-0"C4

TYPICAL BEAM TO BEAM DETAIL

3/4" = 1'-0"A3

TYPICAL STEEL LINTEL DETAIL

3/4" = 1'-0"B4

TYPICAL PIPE SUPPORT DETAIL

12939352

(E)

SYMBOLS GENERAL SYMBOLSABBREVIATIONS

SYMBOLS

PIPE TURN UP

PIPE TURN DOWN

CONCENTRIC PIPE REDUCER

ECCENTRIC PIPE REDUCER

DIRECTION OF FLOW

PIPE CAP

PIPE CLEANOUT

WALL PIPE CLEANOUT

FLOOR CLEANOUT

FLOOR DRAIN

C.O.

W.C.O.

F.C.O.

FL.D.

DOUBLE LINE PIPE TURN UP

DOUBLE LINE PIPE TURN DOWN

FORGED BRANCH PIPE FITTING

PROVIDE FULL LUG BUTTERFLY

ISOLATION VALVES

PROVIDE MOTORIZED, FULL LUG

BUTTERFLY ISOLATION VALVES

PIPE CAP

PROVIDE OS&Y

ISOLATION VALVES

GATE VALVE

GLOBE VALVE

SWING CHECK VALVE

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

STRAINER

UNION

PRESSURE REDUCING VALVE

SAFETY RELIEF VALVE

O.S.&Y VALVE

MOTORIZED O.S.&Y VALVE

FLOW MEASURING VALVE

COMBINATION FLOW MEASURING

AND BALANCING VALVE

BALANCING VALVE

BALL VALVE

BUTTERFLY VALVE

MOTORIZED BUTTERFLY VALVE

BACKFLOW PREVENTER

MANUAL AIR VENT 3/8" BALL VALVEM.A.V.

THERMOMETER AND WELL

PRESSURE GAUGE

RETURN AIR SYMBOL

NUMBER INDICATES CFM

THERMOSTAT

NORTH ARROW

COLUMN BUBBLE

DESIGNATION

REVISION CLOUD WITH REVISION

NUMBER DESIGNATION

BREAKLINE

MATCHLINE DESIGNATIONM A T C H L I N E A-A

DEMOLITION LINETYPE

CENTERLINE

EXISTING

POINT OF CONNECTION TO EXISTING

POINT OF TERMINATION OF REMOVAL

NOTE NUMBER

EXHAUST DUCT UP

EXHAUST DUCT DOWN

A.D. ACCESS DOOR

A.F.F. ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

BHP BRAKE HORSEPOWER

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

CFM CUBIC FEET PER MINUTE

C.O. CLEANOUT

CW DOMESTIC COLD WATER

CWP CHILLED WATER PUMP

D.B. DRY BULB

db DECIBEL

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DN. DOWN

(E) EXISTING

EFF. EFFICIENCY

ELEV. ELEVATION/ELEVATOR

E.S.P. EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

°F DEGREES FAHRENHEIT

FLA FULL LOAD AMPS

FL.D. FLOOR DRAIN

FT. FEET

GAL. GALLON

GPM GALLONS PER MINUTE

HP HORSEPOWER

HWP HEATING WATER PUMP

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

Hz HERTZ

IN. INCHES

LBS. POUNDS

MER MECHANICAL EQUIPMENT ROOM

MIN. MINIMUM

M.O.D. MOTOR OPERATED DAMPER

NC NOISE CRITERIA

N.C. NORMALLY CLOSED

N.I.C. NOT IN CONTRACT

N.O. NORMALLY OPEN

O.A. OUTSIDE AIR

O.C. ON CENTER

P.D. PRESSURE DROP

PH PHASE

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

RLA RUNNING LOAD AMPS

RPZ REDUCED PRESSURE ZONE

RTU ROOFTOP UNIT

TYP. TYPICAL

UH UNIT HEATER

V VOLTS

ARROW INDICATES

TRUE NORTH AND/OR

PROJECT NORTH

M101

8'0 1/8"=1'-0"

UNIQUE PLAN OR

DETAIL NUMBER

ON THIS DRAWING NORTH ARROW

NAME OF PLAN OR DETAIL

ALL DRAWINGS WHERE

DETAIL IS REFERENCED

GRAPHIC SCALE OF

PLAN OR DETAIL

SECTION IDENTIFICATION

INDICATES DIRECTION

OF CUTTING PLANE

NUMBER INDICATES SECTION

SHEET NUMBER WHERE

SECTION IS DRAWN

2-PART REFERENCE DETAIL IDENTIFICATION:

SHEET NUMBER WHERE

DETAIL/SECTION IS DRAWN

NUMBER INDICATES

DETAIL/SECTION

FLOOR PLAN

M101, M1022

FLOOR PLAN AND DETAIL TITLES:

M101

ROOM NUMBER DESIGNATION.1234

CWS

C CONDENSER WATER SUPPLY

CONDENSER WATER RETURNCR

DOMESTIC COLD WATERCW

CWR CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE DRAIND

HWR HEATING WATER RETURN

HEATING WATER SUPPLYHWS

MAKE-UP WATERMU

PC PUMPED CONDENSATE

4/3

0/2

6 2 :20

:40 P

1.0

-0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

M-001 12939353

ZAC ZAC WAN

3 3.5 4 4.5

D.4

3 3.5 4 4.5

D.4

MECH

SEE MD402 FOR

CONTINUATION

TEMPORARY

8"CWS&R

TEMPORARY

8"CWS&R

4/3

0/2

6 2 :20

:49 P

1.0

-0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

KEY PLAN

N.T.S.

S C

O M

M-002 12939354

ZAC ZAC WAN

8'0 4' 1/4"=1'-0"

PHASING PLAN - NEW WORK2

8'0 4' 1/4"=1'-0"

PHASING PLAN - DEMO1

SEQUENCING NOTES

NOTES

1. OVER A WEEKEND OUTAGE REMOVE 8"CWS&R COMPLETE TO

POINTS INDICATED.

2. OVER A WEEKEND OUTAGE, CUT IN AND PROVIDE PERMANENTLY

MOUNTED 8" TEMPORARY CHILLER CONNECTIONS.

3. PRIOR TO CONSTRUCTION, OBTAIN BASELINE OPERATING DATA

FOR THE EXISTING CHILLED WATER SYSTEM, INCLUDING

SECONDARY PUMP DIFFERENTIAL HEAD AND TOTAL BUILDING

CHILLED WATER FLOW. OBTAIN OPERATING DATA WITH ALL

CHILLED WATER COIL CONTROL VALVES AT 100%, 80%, & 60%

OPEN. EXISTING EQUIPMENT CHILLED WATER FLOW RATES ARE

PROVIDED FOR REFERENCE ONLY.

4. ROUTE TEMPORARY 8"CWS&R PIPING THROUGH EXISTING

DOORWAY. PROVIDE TEMPORARY PLYWOOD WEATHER BARRIER

TO MAINTAIN WEATHER TIGHTNESS.

1. THE PROJECT MUST BE BUILT WHILE THE BUILDING REMAINS IN

SERVICE AND OCCUPIED, AND MUST REMAIN IN SERVICE, EXCEPT

FOR SCHEDULED OUTAGES.

2. GOVERNMENT WILL PROVIDE TEMPORARY CHILLER PRIOR TO

START OF CONSTRUCTION. PROVIDE SKID MOUNTED CHILLED

WATER PUMP. PUMP MUST BE TIED INTO THE EXISTING BUILDING

SYSTEMS OVER A WEEKEND OUTAGE.

3. PROVIDE ALL NECESSARY VALVES, ACCESSORIES, TEMPORARY

PIPING AND APPURTENANCES NECESSARY TO OPERATE

TEMPORARY CHILLER. PROVIDE ISOLATION VALVES NECESSARY

TO ISOLATE ACTIVE ZONES OF THE CHILLED WATER DISTRIBUTION

SYSTEM FROM THE AREA OF WORK.

4. AFTER INSTALLATION OF PERMANENT CHILLER EQUIPMENT,

START-UP AND SWITCHOVER WILL OCCUR WITH PRIOR APPROVAL

FROM THE CONTRACTING OFFICER, AT LEAST 2 WEEKS IN

ADVANCE. FOR START-UP, PROVIDE ISOLATION VALVES AT THE

TEMPORARY EQUIPMENT FOR SWITCHOVER WITHOUT THE NEED

FOR DE-COUPLING OR DRAIN DOWN.

(E) EQUIPMENT

SCHEDULE

UNIT NO. GPM NOTES

RTU-1 23.6

RTU-2 4.8

RTU-3 26.9

RTU-4 12.5

RTU-5 4.3

RTU-7 18.8

RTU-8 58.1

RTU-9 13

RTU-10 20.6

RTU-14 4.1

AHU-1 10.5

AHU-2 5.9

AHU-4 88.2

AHU-22-301 63.2

AHU-22-303 -

AHU-22-304 -

AHU-22-306 -

NOTES

A. OBTAIN PRE-TAB CHILLED WATER COIL FLOW

MEASUREMENT PRIOR TO CONSTRUCTION.

B. PROVIDED FOR REFERENCE ONLY.

A A

MD401

MD402

(E)TEMPORARY CHILLER

4/3

0/2

6 2 :20

:57 P

1.0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

KEY PLAN

N.T.S.

S C

O M

MD101

12939355

L P

- D

ZAC ZAC WAN

GENERAL NOTES

G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

NOTES

1. NOT USED.

8'0 16' 1/8"=1'-0"

OVERALL PLAN - DEMOLITION1

B.2

B.3

(E)AIR HANDLING

UNIT

(E)AHU-1

(E)1-1/2"CWS&R

7.5 8 8.5 9

A.3

(E)RTU-10

(E)RTU-5

(E)EXHAUST

FAN

(E)1-1/2"CWS&R

(E)1"CWS&R

4/3

0/2

6 2 :21

:03 P

1.0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

MD102

12939356

L V

- D

ZAC ZAC WAN

GENERAL NOTES

G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

1. OVER A WEEKEND OUTAGE, REMOVE EXISTING THREE-WAY

CONTROL VALVE AND ASSOCIATED BYPASS PIPING AND PROVIDE

TWO WAY CONTROL VALVE. BALANCE NEW VALVE PER SCHEDULE

ON M-601.

NOTES

8'0 4' 1/4"=1'-0"

(E)AHU-1 CONTROL VALVE - DEMOLITION2 KEY PLAN

N.T.S.

8'0 4' 1/4"=1'-0"

(E)RTU-5&10 CONTROL VALVES - DEMOLITION1 KEY PLAN

N.T.S.

D.4

(E)3"CW

2"CW

(E)2"CW (BELOW GRADE)

(E)10"C (BELOW GRADE)6

(E)EXHAUST FAN

(E)10"CR (BELOW GRADE) 6

(E)EXHAUST FAN

ON ROOF ABOVE

CHEM SHOT FEEDER7

(E)28x28

(E)AIR SEPARATOR

(E)LPS

(E)6"HWS

(E)6"HWR

(E)2"HWS

(E)2"HWR

(E)3" PC

(E)2" PC

(E)6"HWS

CWP

(E)HWP

(E)3/4"CW

1"CWR81"CWS8

CWP

(E)6" HWR

(E)6"HWS

8"PCWS 3

10"CWR3

8" PCWR

(E)DDC PANELS

(E)10"CWS

(E)10"CWR

10"CR 3

10"CWS

10"C3

(E)28x28 UP

(E)EXPANSION TANK

(E)AIR COMPRESSOR

(E)FIRE PROTECTION

EQUIPMENT

(E)BACKFLOW PREVENTER

(E)SPRINKLER PIPE

(E)3"CW

(E)STORM

(E)SPRINKLER PIPE

(E)HEAT EXCHANGER

10"CWS3

12 12

3"CW12

2"CW12

(E)3"CW

4/3

0/2

6 2 :21

:11 P

1.0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

KEY PLAN

N.T.S.

S C

O M

MD401

12939357

LIT

ZAC ZAC WAN

GENERAL NOTES

G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

NOTES

1. REMOVE CHILLER AND ALL ASSOCIATED PIPING, SUPPORTS,

CONTROLS, AND APPURTENANCES COMPLETE. CAPTURE AND

DISPOSE OF REFRIGERANT PER SPECIFICATIONS.

2. REMOVE REFRIGERANT MONITORING SYSTEM AND ALL

ASSOCIATED CONTROLS INCLUDING CONTROLLER, SENSOR,

ALARM, LIGHT, WIRING, TUBE FOR AIR SAMPLING, AND HORNS.

ASSOCIATED EXHAUST FAN TO REMAIN FOR REUSE.

3. REMOVE PIPING AND ALL ASSOCIATED INSULATION, SUPPORTS,

AND APPURTENANCES COMPLETE TO POINTS INDICATED.

4. REMOVE END SUCTION PUMP AND ALL ASSOCIATED SUPPORTS,

CONTROLS, PIPING AND APPURTENANCES COMPLETE.

5. REMOVE EQUIPMENT PAD COMPLETE. REPAIR FLOOR BELOW TO

MATCH ADJACENT.

6. FILL AND ABANDON PIPE BELOW GRADE.

7. REMOVE CHEMICAL FEEDER AND ALL ASSOCIATED SUPPORTS AND

APPURTENANCES COMPLETE.

8. REMOVE PIPING, AND ALL ASSOCIATED INSULATION, SUPPORTS,

AND APPURTENANCES COMPLETE.

9. REMOVE PIPING AND ALL ASSOCIATED INSULATION, SUPPORTS,

AND APPURTENANCES TO 6" BELOW FINISHED FLOOR, FILL AND

CAP. PATCH CONCRETE SLAB TO MATCH EXISTING CONDITIONS.

10. REMOVE EXPANSION TANK AND ALL ASSOCIATED SUPPORTS AND

APPURTENANCES COMPLETE.

11. REMOVE REFRIGERANT RELIEF PIPING COMPLETE TO ROOF

PENETRATION. CAP AND ABANDON PIPE AT ROOF PENETRATION.

12. REMOVE BACKFLOW PREVENTER AND ALL ASSOCIATED DRAIN AND

MAKE UP WATER PIPING COMPLETE TO POINTS INDICATED.

13. REMOVE AIR SEPARATOR AND ALL ASSOCIATED SUPPORTS AND

APPURTENANCES COMPLETE.

8'0 4' 1/4"=1'-0"

MECHANICAL ROOM PLAN - DEMOLITION1

D.4

8"C 10

10" CR 2

8" CR 2

8" CR2

2" CW2

COOLING

TOWER

1 1

PUMP11

10" C2

(E)2"CW (BELOW GRADE)3

(E)10"C (BELOW GRADE)3

(E)10"CR (BELOW GRADE) 3

(E)AHU-4

ABANDONED PUMP11

ENCLOSURE WALL5

CHAIN LINK FENCE7

(E)CHAIN LINK FENCE

(E)SIDEWALK

(E)CHAIN LINK FENCE

3 3.5 4 4.5

TEMPORARY CHILLED

WATER PUMP AREA

SEE M-002 FOR

CONTINUATION

(E)TEMPORARY CHILLER

TEMPORARY

8"CWS&R

COOLING

TOWER

8"C 10

(E)PROCESS EQUIPMENT

CONCRETE PAD

(E)3"CWS&R

4/3

0/2

6 2 :21

:21 P

1.0

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

KEY PLAN

N.T.S.

S C

O M

MD402

12939358

- D

ZAC ZAC WAN

GENERAL NOTES

G1. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

1. REMOVE COOLING TOWER AND ALL ASSOCIATED CONTROLS,

EQUALIZING AND BYPASS PIPING, APPURTENANCES, AND DRAIN

PIPING COMPLETE.

2. REMOVE PIPING, AND ALL ASSOCIATED INSULATION, SUPPORTS,

AND APPURTENANCES TO 6" BELOW GRADE, FILL AND CAP. PATCH

CONCRETE SLAB TO MATCH EXISTING CONDITIONS.

3. FILL AND ABANDON PIPE BELOW GRADE.

4. REMOVE EQUIPMENT PAD COMPLETE. REPAIR FLOOR BELOW TO

MATCH ADJACENT.

5. REMOVE CMU ENCLOSURE WALL COMPLETE. ENCLOSURE WALL IS

APPROXIMATELY 17' TALL. SEE STRUCTURAL DRAWINGS FOR MORE

REQUIREMENTS.

6. REMOVE COOLING TOWER EQUIPMENT CONCRETE SUPPORTS

COMPLETE. SEE STRUCTURAL DRAWINGS FOR MORE

REQUIREMENTS.

7. REMOVE CHAIN LINK FENCE COMPLETE TO POINTS INDICATED. SEE

CIVIL DRAWINGS FOR MORE REQUIREMENTS.

8. ROUTE TEMPORARY 8"CWS&R PIPING THROUGH EXISTING

DOORWAY. PROVIDE TEMPORARY PLYWOOD WEATHER BARRIER

TO MAINTAIN WEATHER TIGHTNESS.

9. REUSE EXISTING FENCE PIPE CUT-OUTS FOR TEMPORARY CHILLER

CONNECTION DURING CONSTRUCTION.

10. REMOVE PIPING, AND ALL ASSOCIATED INSULATION, SUPPORTS,

AND APPURTENANCES COMPLETE.

11. REMOVE END SUCTION PUMP AND ALL ASSOCIATED SUPPORTS,

CONTROLS, PIPING AND APPURTENANCES COMPLETE.

12. REMOVE CONCRETE ENCLOSURE PAD COMPLETE TO POINTS

INDICATED.

13. OVER A WEEKEND OUTAGE, REMOVE EXISTING THREE-WAY

CONTROL VALVE AND ASSOCIATED BYPASS PIPING AND PROVIDE

TWO WAY CONTROL VALVE. BALANCE NEW VALVE PER SCHEDULE

ON M-601.

NOTES

8'0 4' 1/4"=1'-0"

YARD PLAN - DEMOLITION1

M-401

M-403

M-402

CONCRETE PAD2

CONCRETE PAD1

4/3

0/2

6 2 :21

:29 P

1.0

-1

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

KEY PLAN

N.T.S.

S C

O M

M-101 12939359

L P

ZAC ZAC WAN

GENERAL NOTES

NOTES

1. PROVIDE CONCRETE PAD FLUSH TO GRADE. SEE STRUCTURAL

DRAWINGS FOR MORE DETAILS.

2. AFTER TEMPORARY CHILLER HAS BEEN DE-MOBILIZED, PROVIDE

CONCRETE PAD FOR TEMPORARY CHILLER LAYDOWN AREA. PAD

MUST FLUSH TO GRADE. SEE STRUCTURAL DRAWINGS FOR MORE

DETAILS.

8'0 16' 1/8"=1'-0"

OVERALL PLAN1

G1. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT

UNLESS SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".

G2. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

B.2

B.3

(E)AIR HANDLING

UNIT

(E)AHU-1

(E)1-1/2"CWS&R

V-AHU-1 1

7.5 8 8.5 9

A.3

(E)RTU-10

(E)RTU-5

(E)EXHAUST

FAN

(E)1-1/2"CWS&R V-RTU-10 1

(E)1"CWS&R V-RTU-5 1

4/3

0/2

6 2 :21

:36 P

1.0

-1

.D W

1 2 3 4 5

1 2 3

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

CHK

SATISFACTORY TO

ACTIVITY

DATE

FOR COMMANDER NAVFAC

EPROJECT NO.:

AS NOTED

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

4325 Lake Boone Trail|Suite 301|Raleigh, NC 27607

(984) 204-4500 | www.summerconsultants.com

SUMMER

CONSULTANTS

I N C O R P O R A T E D

4 5

O F

T, N

, N

C Q

N S

N M

C H

- C H

T, N C

L F

ILI

D-

7440851

NICHOLAS A. HALL

PATRICK FAULKNER

S C

O M

M-102 12939360

L V

ZAC ZAC WAN

GENERAL NOTES

NOTES

1. OVER A WEEKEND OUTAGE, REMOVE EXISTING THREE-WAY

CONTROL VALVE AND ASSOCIATED BYPASS PIPING AND PROVIDE

TWO WAY CONTROL VALVE. BALANCE NEW VALVE PER SCHEDULE

ON M-601.

G1. ALL WORK MUST BE NEW AND PROVIDED UNDER THIS CONTRACT

UNLESS SPECIFICALLY MARKED "EXISTING", "EXIST.", OR "(E)".

G2. VERIFY LOCATION AND DIMENSIONS OF EXISTING EQUIPMENT AND

COORDINATE ALL WORK PRIOR TO THE START OF CONSTRUCTION.

8'0 4' 1/4"=1'-0"

(E)AHU-1 CONTROL VALVE2 KEY PLAN

N.T.S.

8'0 4' 1/4"=1'-0"

(E)RTU-5&10 CONTROL VALVES1 KEY PLAN

N.T.S.

D.4

(E)3"CW

(E)FIRE PROTECTION

EQUIPMENT

(E)2"CW

(E)6"HWS

(E)6"HWR

(E)6"HWS

(E)HWP

(E)3/4"CW

(…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 5, 2026.