7385095 DrawingsAsOne SIGNED.pdf

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FINAL SUBMITTAL

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

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REPLACE CHILLERS B4224 FRCE

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CHERRY POINT, NORTH CAROLINA

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7385095

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12892003

LOCATION MAP

VICINITY MAP

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PATRICK FAULKNER

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12892004

SHEET LIST

NAVFAC

NO. SHEET NUMBER SHEET NAME

GENERAL

12892003 G-001 COVER SHEET

12892004 G-002 SHEET INDEX

STRUCTURAL

12892005 S-001 GENERAL STRUCTURAL NOTES

12892006 S-002 ABBREVIATIONS

12892007 SD101 ROOF DEMOLITION PLAN

12892008 S-101 ROOF FRAMING PLAN

12892009 S-102 PLATFORM FRAMING PLAN

12892010 S-301 TRUSS REINFORCING ELEVATIONS

12892011 S-302 PLATFORM ELEVATIONS

12892012 S-501 TYPICAL DETAILS

ARCHITECTURE

12892013 A-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

12892014 AD120 ROOF DEMOLITION PLAN

12892015 A-120 ROOF PLAN

12892016 A-570 ROOF DETAILS

MECHANICAL

12892017 M-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

12892018 M-002 ABBREVIATIONS, LEGEND AND GENERAL NOTES

12892019 MP111 LEVEL 1 - PHASE 1 - PIPING PLAN

12892020 MP112 LEVEL 1 - PHASE 2 - PIPING PLAN

12892021 MP121 ROOF - PIPING PLAN

12892022 M-301 SECTIONS

12892023 M-501 DETAILS

12892024 M-601 SCHEDULES

12892025 M-701 CHILLED WATER DIAGRAM AND CONTROLS

12892026 M-702 CHILLED WATER DIAGRAM AND CONTROLS

12892027 M-703 CHILLED WATER DIAGRAM AND CONTROLS

ELECTRICAL

12892028 E-001 LEGEND AND ABBREVIATIONS

12892029 E-002 GENERAL NOTES

12892030 EP110 POWER PLANS

12892031 EP111 ROOF PLANS

12892032 EP501 DETAILS

12892033 EP701 RISER DIAGRAM AND SHEDULES

12892034 EP702 SWITCHBOARD DETAILS

12892035 LP001 LIGHTNING PROTECTION NOTES AND DETAILS

12892036 LP110 LIGHTNING PROTECTION PLANS

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STRUCTURAL STEEL

1. WORK IN ACCORDANCE WITH THE AISC " STEEL CONSTRUCTION MANUAL”,

FIFTEENTH EDITION, WITH SUPPLEMENTS.

2. MATERIAL SPECIFICATIONS:

A. WIDE FLANGE SHAPES ASTM A992

B. ROLLED STEEL CHANNELS, ANGLES,

PLATES AND BARS ASTM A36

C. STRUCTURAL TUBING (HSS) ASTM A500, GRADE B

D. PIPE ASTM A53, GRADE B

E. HIGH STRENGTH BOLTS ASTM A325

F. ANCHOR BOLTS ASTM F1554 GRADE 36

G. HARDENED STEEL WASHERS ASTM F436

3. ALL SHOP AND FIELD WELDING QUALIFIED WELDERS WILL PERFORM IN

ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODES. PRIOR TO

FIELD WELDING, REMOVE GALVANIZATION IN AREA OF WELDING ONLY,

SEE NOTE 7 FOR REPAIR.

4. ALL METAL GRATING SHALL BE ASTM A 1011, WELDED OR PRESSURE

LOCKED, GALVANIZED, WITH 1-1/2" x 3/8" BEARING BARS AT 1-3/16" O.C. AND 1" x 1/8" CROSS BARS AT 4" O.C.

5. NO TORCH CUTTING OR DRILLING IS PERMITTED IN FIELD WITHOUT

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

6. GALVANIZE ALL EXPOSED STRUCTURAL STEEL. APPLY ZINC COATING BY

THE HOT-DIP PROCESS TO STRUCTURAL STEEL IN ACCORDANCE WITH

ASTM A123M.

7. PROVIDE ZINC RICH REPAIR PAINT IN THE FIELD WHERE HOT-DIP

GALVANIZING IS DAMAGED, OMITTED, OR REMOVED FOR FIELD WELDING.

8. BOLTING IN COMBINATION WITH WELDS IS NOT CONSIDERED AS

SHARING THE STRESS. WELDS ARE TO CARRY THE ENTIRE STRESS FOR

WHICH THE CONNECTION IS DESIGNED.

9. THE FRAME OF THE STEEL SKELETON WILL BE CARRIED UP TRUE AND

PLUMB AND TEMPORARY BOLTING AND BRACING WILL BE INTRODUCED

TO SAFELY CARRY ALL LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED, INCLUDING EQUIPMENT AND OPERATION OF SAME.

INDIVIDUAL POSTS MUST BE BRACED BEFORE BEAM CONNECTIONS

ARE MADE AND BRACING LEFT IN PLACE AS LONG AS MAY BE

REQUIRED FOR SAFETY. NO BOLTING OR WELDING WILL BE DONE

UNTIL THE STRUCTURE HAS BEEN ADEQUATELY STIFFENED AND

PROPERLY ALIGNED.

10. AFTER COMPLETION, THE CONTRACTING OFFICER WILL ENGAGE AN

INDEPENDENT TESTING AGENCY TO INSPECT FIELD WELDED

CONNECTIONS, TO PERFORM TESTS, AND TO PREPARE TEST REPORTS.

THE TESTING AGENCY MUST CONDUCT AND INTERPRET TESTS AND STATE

IN EACH REPORT WHETHER THE TEST RESULTS COMPLY WITH

REQUIREMENTS AND SPECIFICALLY STATE ANY DEVIATIONS. ALL WELDS

WILL BE VISUALLY INSPECTED. THE INDEPENDENT TESTING AGENCY WILL

SUBMIT THE INTENDED TEST PROCEDURES TO THE CONTRACTING

OFFICER FOR REVIEW PRIOR TO BEGINNING TESTING.

11. ALL STRUCTURAL STEEL SHOP DRAWINGS WILL BE PREPARED UNDER

THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER.

12. SURVEY ALL EXISTING TRUSS CONNECTIONS FOR THE TRUSSES SHOWN

ON S-301 AND SUBMIT SCHEDULE WITH CONNECTION INFORMATION

INCLUDING BOLT SIZES AND LOCATIONS AS WELL AS WELD SIZES AND

LENGTHS TO THE CONTRACTING OFFICER FOR REVIEW. SEE GENERAL

SHEET NOTES 3, 4, AND 5 ON S-301 FOR MORE INFORMATION

GENERAL STRUCTURAL NOTES

COORDINATION WITH OTHER TRADES

1. COORDINATE WORK IN THE STRUCTURAL DOCUMENTS WITH THE WORK OF

OTHER TRADES.

2. COORDINATE THE SIZE AND LOCATION OF SLOTS, SLEEVES AND TRENCHES

AS REQUIRED FOR MECHANICAL AND ELECTRICAL TRADES AND PROVIDE

ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR VARIOUS OTHER

TRADES.

DEMOLITION

1. COORDINATE STRUCTURAL DEMOLITION WORK WITH ADDITIONAL

DEMOLITION WORK SHOWN ON THE ARCHITECTURAL DRAWINGS AND THE

CONSTRUCTION PLANS, SECTIONS AND DETAILS. NOTIFY CONTRACTING

OFFICER OF ANY DISCREPANCIES.

2. PROVIDE DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES AND FOR SAFETY PRECAUTIONS AS THEY RELATE TO THIS

WORK.

3. VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO

DIMENSIONS, ELEVATIONS, AND SIZES OF EXISTING STRUCTURAL

MEMBERS, RELATED TO THE DEMOLITION AND CONSTRUCTION PRIOR TO

PROCUREMENT OF MATERIALS AND COMMENCING THE WORK.

IMMEDIATELY REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.

4. PROVIDE THE DESIGN AND ERECTION OF ALL TEMPORARY BRACING AND

SHORING NECESSARY TO PREVENT MOVEMENT, SETTLEMENT OR

COLLAPSE OF STRUCTURE OR ELEMENT BEING DEMOLISHED AND

ADJACENT STRUCTURE(S) TO REMAIN.

5. NOTIFY THE CONTRACTING OFFICER IF THE SAFETY OF THE STRUCTURE

APPEARS TO BE ENDANGERED. IN SUCH CASES, IMMEDIATE PRECAUTIONS

MUST BE TAKEN TO TEMPORARILY SUPPORT THE STRUCTURE UNTIL A

DETERMINATION IS MADE FOR CONTINUING DEMOLITION OPERATIONS.

6. PROVIDE PROTECTION OF THE EXISTING STRUCTURAL ELEMENTS,

FINISHES, AND PROPERTY TO REMAIN. DAMAGE AND/OR LOSS TO EXISTING

STRUCTURE AND PROPERTY MUST BE CORRECTED ON A TIMELINE

DETERMINED BY AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER AT THE COST OF THE CONTRACTOR.

7. TAKE NECESSARY PRECAUTIONS TO PROTECT ADJACENT STRUCTURAL

ELEMENTS, FINISHES, AND PROPERTY DURING CONSTRUCTION.

DOCUMENTATION MUST BE TAKEN BEFORE AND DURING CONSTRUCTION

AND MONITORING OF ADJACENT STRUCTURES AND FINISHES DURING

CONSTRUCTION. DOCUMENTATION (MEASUREMENTS, NOTES, AND

PHOTOS) MUST COMPLY WITH FACILITY SPECIFIC SECURITY

REQUIREMENTS. COORDINATE WITH CONTRACTING OFFICER FOR FACILITY

SPECIFIC DOCUMENT CONTROL REQUIREMENTS.

GENERAL CONT.

10. THESE DRAWINGS DO NOT IDENTIFY ANY MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES REQUIRED FOR CONSTRUCTION AND

ERECTION OF THE STRUCTURES SHOWN. PROVIDE THE DESIGN AND

ERECTION OF TEMPORARY BRACING AND MAINTAIN THE STABILITY OF

STRUCTURES THROUGHOUT CONSTRUCTION. ASSUME STRUCTURES ARE

UNSTABLE UNTIL ALL COMPONENTS (WALLS, ROOFS, ETC.), CONNECTIONS,

AND PERMANENT BRACING ARE COMPLETELY PROVIDED AND DEEMED

ADEQUATE THROUGH PROPER INSPECTION AS REQUIRED.

11. SECTIONS, DETAILS, AND OTHER NOTES ON THESE DRAWINGS CONSIDER

TYPICAL FOR SIMILAR CONSTRUCTION THAT IS NOT FULLY DETAILED,

UNLESS NOTED OTHERWISE.

12. DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT SHOWN.

13. PERFORM SPECIAL INSPECTIONS REQUIRED BY THE INTERNATIONAL

BUILDING CODE. PROVIDE INDEPENDENT CERTIFIED INSPECTION AGENCY

APPROVED BY THE CONTRACTING OFFICER. SPECIAL INSPECTION AGENT

MUST REVIEW TEST PROCEDURES AND INSPECTIONS WITH THE

CONTRACTING OFFICER, AND THE GENERAL CONTRACTOR PRIOR TO

CONDUCTING TEST AND INSPECTIONS. REFER TO CHAPTER 17 OF THE

INTERNATIONAL BUILDING CODE.

14. PROTECT EXISTING FACILITIES, COMPONENTS, OR ACCESSORIES THROUGH

THE ENTIRE CONSTRUCTION PROCESS. ANY DAMAGE TO EXISTING

FEATURES MUST BE REPAIRED OR REPLACED TO THE SATISFACTION OF

CONTRACTING OFFICER WITH ASSOCIATED COSTS BORN SOLELY BY THE

CONTRACTOR.

15. DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING FEATURES SHOWN

ARE APPROXIMATE. EXISTING FEATURES VERIFY AND COORDINATE PRIOR

TO PREPARATION OF SHOP DRAWINGS AND PROCUREMENT OF MATERIALS.

16. COORDINATE WORK AND PHASING AROUND OR NEAR EXISTING FEATURES

WITH THE CONTRACTING OFFICER PRIOR TO PROCUREMENT OF MATERIALS

AND COMMENCING WORK.

GENERAL

1. WORK IN ACCORDANCE WITH UFC 1-200-01 DOD BUILDING CODE, WITH

CHANGE 1 DATED 02-24-2023 (IBC 2018 AS AMENDED), UFC-301-01, AND

APPLICABLE CODES, STANDARDS, REGULATIONS, AND ORDINANCES HAVING

JURISDICTION.

2. WORK IN ACCORDANCE WITH OTHER CONTRACT DOCUMENTS. ANY

DISCREPANCIES BETWEEN CONTRACT DOCUMENTS OR CODE MUST BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO

PROCUREMENT OF MATERIALS OR COMMENCEMENT OF WORK.

3. FOLLOW STRUCTURAL DRAWINGS AND COORDINATE WITH OTHER DRAWINGS

AND CONTRACT/CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES MUST BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

4. NO CHANGES TO THE STRUCTURAL SYSTEM AS INDICATED ON THESE

DRAWING MAY BE PERFORMED WITHOUT PRIOR WRITTEN APPROVAL FROM

THE CONTRACTING OFFICER.

5. EXISTING CONDITIONS ASSOCIATED WITH THE CONSTRUCTION MUST BE

VERIFIED PRIOR TO PROCUREMENT OF MATERIALS AND COMMENCING WORK.

REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.

6. COORDINATE DIMENSIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT,

SUPPORT POINTS, AND ANY INTERMEDIARY STRUCTURAL SUPPORT MEMBERS

REQUIRED FOR SUPPORT OF EQUIPMENT OR COMPONENTS WITH THE

EQUIPMENT AND COMPONENT SUPPLIER(S). COORDINATE AND INDICATE

DIMENSIONS TO EQUIPMENT ON THE SHOP DRAWINGS PRIOR TO SUBMITTAL

FOR REVIEW PRIOR TO PROCUREMENT OF MATERIALS.

7. SUBMIT SHOP DRAWINGS, FOR STRUCTURAL WORK FOR REVIEW PRIOR TO

PROCUREMENT OF MATERIALS AND COMMENCING WORK.

8. ENSURE DIMENSIONS ARE CHECKED AND DIMENSIONALLY CORRECT. DO NOT

SUBMIT REPRODUCTIONS OF CONTRACT DRAWINGS AS SHOP DRAWINGS.

9. THESE DRAWINGS DO NOT IDENTIFY COMPONENTS, REQUIREMENTS,

PROCESSES, OR PROCEDURES REQUIRED FOR CONSTRUCTION SAFETY.

IDENTIFY AND PROVIDE COMPONENTS REQUIRED FOR CONSTRUCTION

SAFETY.

DESIGN LOADS

1. GRAVITY – ROOF DEAD LOADS

EXISTING ROOFING SYSTEM 70 PSF

BAR GRATING 21 PSF

STEEL PLATFORM 12 PSF

SUPERIMPOSED - EQUIPMENT WEIGHT SEE PLANS

2. GRAVITY – LIVE LOADS

MINIMUM ROOF LIVE LOADS 20 PSF

MECHANICAL PLATFORM 60 PSF

3. GRAVITY – SNOW LOADS

GROUND SNOW LOAD (Pg) 10 PSF

TERRAIN CATEGORY C

ROOF EXPOSURE PARTIALLY

EXPOSED

SNOW EXPOSURE FACTOR (Ce) 1.0

RISK CATEGORY II

IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.2 FLAT ROOF SNOW LOAD (Pf) 8.4 PSF

UNBAL., DRIFTING, & SLIDING PER IBC & ASCE 7

RAIN-ON-SNOW SURCHARGE PER IBC & ASCE 7

4. WIND LOADS

MAIN WIND-FORCE RESISTING SYSTEM

BASIC WIND SPEED 138 MPH (3-SECOND

GUST)

RISK CATEGORY II

IMPORTANCE FACTOR (Iw) 1.0

EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT +/- 0.18

COMPONENT & CLADDING PER IBC & ASCE 7

5. SEISMIC LOADS

SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIOD (Ss) 0.095 x GRAVITY

SPECTRAL RESPONSE ACCELERATION

AT 1-SEC PERIOD (S1) 0.048 x GRAVITY

DESIGN SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIOD (SDS) 0.102 x GRAVITY

DESIGN SPECTRAL RESPONSE ACCELERATION

AT 1-SEC PERIOD (SD1) 0.077 x GRAVITY IMPORTANCE FACTOR (Ie) 1.0

SITE CLASS SOIL PROFILE D (ASSUMED)

RISK CATEGORY II

SEISMIC DESIGN CATEGORY B

ANALYSIS PROCEDURE EQUIV. LATERAL

FORCE

NONSTRUCTURAL COMPONENT

CHILLER COMPONENTS ASCE 7, CH. 13

RESPONSE MODIFICATION FACTOR (Rp) 2.5 COMPONENT OVER-STRENGTH FACTOR (Ωo) 2.0 COMPONENT AMPLIFICATION FACTOR (ap) 1.0 SATISFACTORY TO DATE

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PATRICK FAULKNER

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12892006

ABBREVIATIONS

& AND

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

B/B BACK TO BACK

BB BOND BEAM

BE BOUNDARY ELEMENT

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C/C CENTER TO CENTER

CANT CANTILEVER

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

CTR CENTER

D DEPTH

db BAR DIAMETER

DEMO DEMOLITION

DEPR DEPRESSION

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DN DOWN

DO DITTO

DTL DETAIL

DWG DRAWING

DWL DOWEL

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXST, (E) EXISTING

ABBREVIATIONS

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FIN FINISH(ED)

FLR FLOOR

FO FACE OF

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

GR BM GRADE BEAM

HC HOLLOW CORE

HD HEADED

HK HOOK

HLDN HOLD DOWN

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING-VENTILATING-AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT

KB KNEE BRACE

KWY KEYWAY

L LENGTH

Ld DEVELOPMENT LENGTH

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

LW LONG WAY

MATL MATERIAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOV MOVABLE

MTL METAL

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NORM WT NORMAL WEIGHT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSL OUTSTANDING LEG

PAF POWDER ACTUATED FASTENERS

PC PRECAST

PE PROFESSIONAL ENGINEER

PERP PERPENDICULAR

PL PLATE

PLB PLUMBING

PLYWD PLYWOOD

POJ PLANE OF JOIST

PROJ PROJECT

PVG PAVING

PVMT PAVEMENT

QTY QUANTITY

QUAL QUALITY

ABBREVIATIONS

R RADIUS

RD ROOF DRAIN

REC RECESSED

RECT RECTANGLE

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISE, REVISION

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STIF STIFFENER

STL STEEL

STRUC STRUCTURE(AL)

SW SHEAR WALL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

THK THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

w/ WITH w/o WITHOUT

WCJ WALL CONTROL JOINT

WD WOOD

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

MNPQRST

(E) STL COL. TYP

+/- 18' - 1" +/- 20'-0" +/- 20'-0" +/- 25'-0" +/- 25'-0" +/- 25'-0"

(E) MASONRY WALL

'-1

'-0

9' -0

TYP1

(E) STL TRUSS (E) STL TRUSS (E) STL TRUSS (E) STL TRUSS (E) STL TRUSS

(E) W14X26

(E) W14X26

(E) 20K9 (SP)

(E) W16X16

(E) 20K7

(E) 20K7

(E) 20K7

(E) W12X16

(E) 20K7

(E) 20K7

(E) 20K7

(E) W12X16

(E) 20K7

(E) 20K7

(E) 20K7

(E) W12X16(E) W12X16(E) W12X16(E) W12X16

(E ) S

TL

T

R U

SS

(E ) S

TL

T

R U

SS

(E ) S

TL

T

R U

SS

(E ) S

TL

T

R U

SS

(E ) S

TL

T

R U

SS

(E ) S

TL

T

R U

SS

(E) W14x26

(E) 20K3

(E) 20K3(E) 20K3(E) 20K3

(E) 20K3

(E) 20K3

(E ) W x3

(E

) W x3

(E) OPENING

REINFORCEMENT, TYP

(E) 20K3

(E) 20K3

EQUIPMENT OPENING

CONTINUES PAST BREAK LINE

OF (8)

(E) STL TRUSS (E) STL TRUSS

KEYPLAN GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

SD101

RO

O

F

DE

M O

LI

TI

O N

PL

AN

DCC

DLL JMS

MARCH 22, 2024

199.23

7385095

CH

ER

RY

P

OI

NT

, N

OR

TH

C

AR

OL

IN

A

MA

RI

NE

A

IR

C

OR

PS

S

TA

TI

ON

N A

VF

AC

S

YS

C O

M M

ID

'N

A V

FA

C

S

YS

C O

M M

ID

-A

TL

AN

TI

C

FR

C

-E , M

A R

IN

E

C O

R

PS

A

IR

S

TA

TI

O

N

R E

P

LA

C E

C H

IL

LE

R S

B

F

R C

E

12892007

SHEET KEYNOTES

1 DEMOLISH ROOFING AS NEEDED TO INSTALL PLATFORM

POST AND CONNECTIONS TO EXISTING TRUSS.

SCALE: 3/16" = 1'-0"

ROOF DEMOLITION PLAN1

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PRGENERAL SHEET NOTES

1 SEE SHEETS S-001 AND S-002 FOR GENERAL AND

ABBREVIATIONS.

2 CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN

FIELD.

MN

(E) STL COL. TYP

PQRST

+/- 18'-1" +/- 20'-0" +/- 20'-0" +/- 25'-0" +/- 25'-0" +/- 25'-0"

(E) MASONRY WALL

9' -1

'-0

9' -0

C4 S-501

S-301

S-301

S-301

S-301 ________________________________

S-301

EQUIPMENT OPENING

CONTINUES PAST BREAK LINE

(E) STEEL TRUSS

(E) W14x26

(E) W14x26

(E) W12x26

(E) 20K9 (SP)

(E) W12x26

(E) 20K7

(E) 20K7

(E) 20K7

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E) W12x26

(E) 20K7

(E) 20K7

(E ) S

TE

EL

T R

U

SS

(E) STEEL TRUSS

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E) W12x26

(E) 20K7

(E) 20K7

(E) 20K7

(E) STEEL TRUSS

(E) W12x26

(E) 20K7

(E) 20K7

(E) W14x26

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E) STEEL TRUSS

(E ) S

TE

EL

T R

U

SS

(E) W12x26

(E) 20K3

(E) 20K3

(E) 20K3

(E ) S

TE

EL

T R

U

SS

(E ) S

TE

EL

T R

U

SS

(E) STEEL TRUSS

(E) 20K3

(E) 20K3

(E) W12x26

(E ) W x3

(E

) W x3

(E) OPENING

REINFORCEMENT, TYP

(E) 20K7

(E) 20K7

2 2 2 2

TYP OF (8) 1

(E) STEEL TRUSS (E) STEEL TRUSS

KEYPLAN GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

S-101

RO

O

F

FR

AM

IN

G

PL

AN

DCC

Designer Author

MARCH 22, 2024

199.23

7385095

CH

ER

RY

P

OI

NT

, N

OR

TH

C

AR

OL

IN

A

MA

RI

NE

A

IR

C

OR

PS

S

TA

TI

ON

N A

VF

AC

S

YS

C O

M M

ID

'N

A V

FA

C

S

YS

C O

M M

ID

-A

TL

AN

TI

C

FR

C

-E , M

A R

IN

E

C O

R

PS

A

IR

S

TA

TI

O

N

R E

P

LA

C E

C H

IL

LE

R S

B

F

R C

E

12892008

GENERAL SHEET NOTES

1 SEE SHEETS S-001 AND S-002 FOR GENERAL AND

ABBREVIATIONS

2 EXISTING GROUND FLOOR LEVEL 1 IS AT 0'-0".

3 TOP OF EXISTING STEEL IS AT +37'-2 1/2" ABOVE GROUND

FLOOR LEVEL 1, UNO.

4 CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN

FIELD

SCALE: 3/16" = 1'-0"S-101

ROOF FRAMING PLAN1

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

SHEET KEYNOTES

1 ROUND HSS6X3/8 STEEL POST. CONNECT TO EXISTING

TRUSS AT PANEL POINTS.

2 STRENGTHEN EXISTING TRUSS. SEE DETAILS A1/S-501

AND B1/S-501.

MNPQRST

10' - 0" 25' - 0"

W x4

W x4

W x4

W x4

C1 S-501

C2 S-501

TYP

6' - 3" * 9' - 7" * 9' - 2" *

10' - 0"

95' - 0"

25' - 0" 25' - 0"

5'

4"

7'

4"

5'

3"

- 9

TYP3

W 8X

W 8X

W12X40

W12X40

W 8X

W 8X

W

8X

W 8X

W8X13

W8X13 W12X40

W12X40

W12X40

W12X40

W12X40

W

X4

W12X40

W8X13

W8X13

W12X40

W

X4

W12X40

W12X40

W12X40

W12X40

W 8X

W 8X

W

8X

W 8X

W

8X

W 8X

W8X13

W8X13

W

X2

W

X2

W

X4

W12X40

ACC-2

21,000#

ACC-2

21,000#

8' - 4" * 8' - 4" * 8' - 4" * 10' - 0" *

S-302

S-302

TYP OF (18)

OF (12)

TYP OF (8)

TYP OF (2)

7' - 1" * 2' - 11" * 8' - 4" * 8' - 4" * 8' - 4" *

KEYPLAN GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

S-102

PL

AT

FO

RM

F

RA

M

IN

G P

LA

N

DCC

DLL JMS

MARCH 22, 2024

199.23

7385095

CH

ER

RY

P

OI

NT

, N

OR

TH

C

AR

OL

IN

A

MA

RI

NE

A

IR

C

OR

PS

S

TA

TI

ON

N A

VF

AC

S

YS

C O

M M

ID

'N

A V

FA

C

S

YS

C O

M M

ID

-A

TL

AN

TI

C

FR

C

-E , M

A R

IN

E

C O

R

PS

A

IR

S

TA

TI

O

N

R E

P

LA

C E

C H

IL

LE

R S

B

F

R C

E

12892009

LEGEND

INDICATES SPAN OF BAR GRATING. SEE

GENERAL NOTES FOR TYPE AND SIZE.

SCALE: 3/16" = 1'-0"S-102

PLATFORM FRAMING PLAN1

SHEET KEYNOTES

1 ROUND HSS6X3/8 STEEL POST. CONNECT TO EXISTING

TRUSS AT PANEL POINTS

2 L4x4x5/16 HORIZONTAL STEEL BRACING, SEE DETAIL

B2/S-501 3 L4x4x5/16 VERTICAL STEEL BRACING, SEE DETAIL

B4/S-501

4 EQUIPMENT OUTLINE, COORDINATE LOCATION AND SIZE

WITH MECHANICAL AND ARCHITECTURAL DRAWINGS AND

FINAL EQUIPMENT SELECTION.

5 FOR EXACT LOCATION OF ACCESS LADDER SEE

ARCHITECTURAL DRAWINGS

* INDICATES TO COORDINATE FRAMING DIMENSIONS

WITH FINAL EQUIPMENT DIMENSIONS.

GENERAL SHEET NOTES

1 SEE SHEETS S-001 AND S-002 FOR GENERAL AND

ABBREVIATIONS.

2 EXISTING GROUND FLOOR LEVEL 1 IS AT 0'-0."

3 TOP OF EXISTING STEEL IS AT +37'-2 1/2" ABOVE GROUND

FLOOR LEVEL 1, UNO. ALL PLUS AND MINUS ELEVATIONS

INDICATED ARE RELATIVE TO THE GROUND FLOOR LEVEL

1 ELEVATION.

4 TOP OF STEEL IS AT + 41'-2 1/2" ABOVE GROUND FLOOR

LEVEL 1, UNO.

5 PLATFORM POST MUST ALIGN OVER EXISTING TRUSS

PANEL POINTS BELOW.

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

MNPQR

WT8x18 WT8x18 WT10.5x36.5 WT10.5x36.5 WT10.5x36.5 WT10.5x36.5 WT10.5x36.5 WT10.5x36.5 WT8x18 WT8x18 WT8x18 WT8x18

WT5x22.5 WT5x22.5 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27 WT6x26.5 WT6x26.5 WT6x26.5 WT6x26.5

W x1

LL3x2x3/16 LL3x2x3/16 LL5x3x3/8

LL5x3x3/8

LL5x3x5/16 LL5x3x5/16

LL5x3x3/8

LL5x3x3/8 LL3x2x1/4

LL3x2x3/16

LL3x2x1/4

WT8x18

WT6x26.5

LL3x2x1/4

LL3x2x3/16

W x1

LL

2.

5x 2x

3/

LL

5x

3x 5/

LL

5x

3x 5/

LL

4x

3x 5/

LL

4x

3x 5/

LL

4x

3x 5/

W x1

W x1

LL

3x

2x 1/

LL

2.

5x 2x

3/

LL

2.

5x 2x

3/

D O

U

BL

E

W x1

TO EXIST STL

37'-0" VIF

9 8

WT5x13 WT5x13 WT5x13 WT5x13 WT5x15WT5x15WT5x15WT5x15 WT5x15WT5x15

WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27

W x1

W x1

LL4x3x1/4 LL4x3x1/4LL3x2x3/16 LL3x2x3/16

LL

2.

5x 2x

3/

LL

3x

2x 1/

LL

3.

5x 3x

1/

W x1

LL3x2x1/4

LL5x3x3/8

LL3x2x3/16 LL3x2x3/16

LL5x3x3/8

LL

3.

5x 3x

5/

LL

3x

2x 1/

LL

3x

2x 1/

LL

3x

2x 1/

LL3x2x1/4

LL

3.

5x 3/

5/

WT5x15

WT5x27

TO EXIST STL

37'-2 1/2" VIF

9 8

WT5x13 WT5x13 WT5x13 WT5x13

WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5

W x1

W x1

W x1

LL4x3x1/4 LL4x3x1/4 LL3x2x3/16 LL3x2x3/16

LL

2.

5x 2x

3/

LL

3x

2x 1/

LL

3.

5x 2x

1/

D O

U

BL

E

LL

3.

5x

3x 5/

WT5x15WT5x15WT5x15WT5x15 WT5x15WT5x15

WT5x27 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27

LL3x2x1/4

LL5x3x3/8

LL3x2x3/16 LL3x2x3/16

LL3x2x1/4

LL5x3x3/8

LL

3.

5x

3x 5/

LL

3.

5x 3x

5/

LL

3x

2x 1/

LL

3x

2x 1/

LL

3x

2x 1/

TO EXIST STL

37'-2 1/2" VIF

9 8

WT5x13 WT5x13 WT5x13 WT5x13 WT5x15WT5x15WT5x15WT5x15 WT5x15WT5x15

WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27 WT5x27

W x1

W x1

LL4x3x1/4 LL4x3x1/4

LL3x2x3/16 LL3x2x3/16

LL

2.

5x 2x

3/

LL

3x

2x 1/

LL

3x

2x 1/

W x1

LL3x2x1/4

LL5x3x3/8

LL3x2x3/16 LL3x2x3/16

LL3x2x1/4

LL5x3x3/8

LL

3.

5x 3x

5/

LL

3.

5x 3x

5/

LL

3x

2x 1/

LL

3x

2x 1/

LL

3x

2x 1/

TO EXIST STL

37'-2 1/2" VIF

9 8

WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5 WT5x16.5

WT5x13 WT5x13 WT5x13 WT5x13 WT5x13 WT5x13 WT5x13 W x1

W x1

LL4x3x1/4 LL4x3x1/4 LL3x2x6/16 LL3x2x6/16

LL

2.

5x 2x

3/

LL

3x

2x 1/

LL

3x

2x 1/

W x1

LL5x4x5/16

LL3x2x1/4

LL3x2x1/4

LL

3.

5x 3x

1/

LL

3x

2x 1/

TO EXIST STL

37'-2 1/2" VIF

GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

S-301

TR

US

S

RE

IN

FO

RC

IN

G E

LE

VA

TI

O

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DCC

DLL JMS

MARCH 22, 2024

199.23

7385095

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12892010

SCALE: 3/16" = 1'-0"S-301

TRUSS REINFORCING GRID LINE 85

SCALE: 3/16" = 1'-0"S-301

TRUSS REINFORCING GRID LINE Q4

SCALE: 3/16" = 1'-0"S-301

TRUSS REINFORCING GRID LINE P3

SCALE: 3/16" = 1'-0"S-301

TRUSS REINFORCING GRID LINE N2

SCALE: 3/16" = 1'-0"S-301

TRUSS REINFORCING GRID LINE M1

GENERAL SHEET NOTES

1 SEE SHEETS S-001 AND S-002 FOR GENERAL AND

ABBREVIATIONS.

2 EXISTING GROUND FLOOR LEVEL 1 IS AT 0'-0".

3 VERIFY IN FIELD, DOUBLE ANGLE WEB MEMBERS OF

EXISTING TRUSS CONNECTIONS HAVE MINIMUM 8" LONG

3/16" FILLET WELD EACH SIDE. INFORM CONTRACTING

OFFICER IF CONNECTIONS ARE LESS.

4 VERIFY IN FIELD, WT8x AND WT10.5x TOP CHORD

MEMBERS OF EXISTING TRUSS CONNECTIONS HAVE

MINIMUM 10" PARALLEL AND 5" PERPENDICULAR OF 1/4"

FILLET WELD EACH SIDE. INFORM CONTRACTING

OFFICER IF CONNECTIONS ARE LESS.

5 VERIFY IN FIELD, WT5x AND WT6x TOP/BOTTOM CHORD

MEMBERS OF EXISTING TRUSS CONNECTIONS HAVE

MINIMUM 8" PARALLEL AND 3" PERPENDICULAR OF 1/4"

FILLET WELD EACH SIDE. INFORM CONTRACTING

OFFICER IF CONNECTIONS ARE LESS.

SY

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LEGEND

STRENGTHEN EXISTING TRUSS. SEE

DETAILS A1/S-501 AND B1/S501.

MNPQ

TOS

41'-2 1/2"

TO EXIST STL

37'-2 1/2" VIF

PLATFORM COL,

SEE PLAN, TYP VERTICAL

BRACING TOED IN

OPPOSITE

DIRECTIONS,SEE

PLAN, TYP

EQUIP OUTLINE,

SEE PLAN, TYP

ROOFING, SEE

ARCH DWGS

S-501 C4

M

AX

8'

4"

PLATFORM BEAM,

SEE PLAN, TYP

PROVIDE (1) Ø3/4"

BOLT AT

INTERSECTION AND

WELDED STL SHIMS

AS NEEDED

TOS

41'-2 1/2"

TO EXIST STL

37'-2 1/2" VIF

PLATFORM BEAM,

SEE PLAN, TYP

VERTICAL

BRACING TOED

IN OPPOSITE

DIRECTIONS,

SEE PLAN, TYP

ROOFING, SEE

ARCH DWGS

EQUIP OUTLINE,

SEE PLAN, TYP

M

AX

8'

4"

PLATFORM COL,

SEE PLAN, TYP

PROVIDE (1) Ø3/4" BOLT

AT INTERSECTION AND

WELDED STL SHIMS AS

NEEDED

4' 02' 8' 12'4'

GRAPHIC SCALE: 1/4"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

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N T

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TH

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N A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

S-302

PL

AT

FO

RM

E

LE

VA

TI

O

NS

DCC

DLL JMS

MARCH 22, 2024

199.23

7385095

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12892011

GENERAL SHEET NOTES

1 SEE SHEETS S-001 AND S-002 FOR GENERAL AND

ABBREVIATIONS.

2 EXISTING GROUND FLOOR LEVEL 1 IS AT 0'-0".

3 CONTACT SEOR IF FINAL EQUIPMENT HEIGHT IS GREATER

THAN MAX EQUIPMENT HEIGHT LISTED.

SCALE: 1/4" = 1'-0"S-302

ELEVATION1

SCALE: 1/4" = 1'-0"S-302

ELEVATION2

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CANTILEVER

STL BEAM,

SEE PLAN TYP.

BAR GRATING,

SEE PLAN

CHILLER UNIT

CONNECTION TO

STRUCTURE PER

MFR, SEE NOTE 1

STL POST,

SEE PLAN

1/4

TYP 3 SIDES

5/16

3/8" STIF PL

EA SIDE, TYP

GUARDRAIL,

SEE DETAIL A4/S-501

T O STL

SEE PLAN

(2) 3/4" ⌀ BOLT, w/1-1/2"

MIN EDGE DIST EW AND

3" MIN SPACING, TYP

COPE T&B FLANGE, TYP

1/2" STL CAP PL, PER DETAIL

A2/S-501 (SIM)

NOTES:

1. CONNECTION SHALL BE ABLE TO RESIST 150 lb/ft OF VERTICAL UPLIFT FORCE AND 300 lb/ft OF HORIZONTAL SHEAR FORCE.

TOE PLATE

BAR GRATING

1/2" STL CAP PL, PER DETAIL

A2/S-501

STL POST, SEE PLAN

STL BEAM, SEE PLAN TYP

3/8" STIF PL, EA SIDE

(2) 7/8" ⌀ BOLT, TYP

w/ 1-1/2" MIN EDGE DIST

EW AND 3" MIN SPACING

COPE BEAM T&B

FLANGE, TYP

1/4

TYP (3) SIDES

5/16

MIN

1/4" MAX

TYP

STL POST, SEE PLANS

1/2" STEEL PLATE

C4X7.25x0'-8" POST

SUPPORT, TYP

EXIST STEEL TRUSS

TOP CHORD

EXIST STEEL

JOIST

3/8

WRAP

CORNERS TYP

3/8

WRAP

CORNERS,

TYP

5/16

CL

1-1/2"

MAX

VI

IF

0'

6"

(E) ROOFING

WP

CLCL

PL 3/8x5x0'-7" w/ (2) ⌀5/8" BOLTS w/ 3" MIN

SPACING AND 1-1/2" MIN

EDGE DIST, EW, TYP

VERT BRACING, SEE PLAN

FLASHING, SEE ARCH DWGS

" M

AX

1/4

TYP

EXISTING WT SECTION

⌀1/2" A36 STEEL BAR, TYP 3-12

3-12

TYP

STL POST, SEE PLANS

STEEL CAP PL

1/2"x9x1'-0"

(4)⌀7/8" BOLT,

W/ 1-1/2" EDGE

DISTANCE EW,

TYP

STL BEAM SEE

PLANS, TYP

NOTES:

1. HORIZONTAL BRACING NOT SHOWN FOR CLARITY

STIF PLATE, SEE

DETAIL C2/S-501

BEAM CONTINUOUS

AT SIM

ONLY ONE

PERPENDICULAR

BEAM AT SIM

⌀1/2" A36 STEEL BAR,

TYP

3-12 3-12

TYP

EXISTING DOUBLE

ANGLE SECTION

STEEL BEAMS ABOVE

HORIZONTAL BRACING

SEE PLAN,TYP

HORIZONTAL BRACING,

SEE PLANS, TYP

PL 3/8x5x0'-7" SHEAR

PLATE CONNECTOR,

TYP

(2) 5/8" BOLTS W/1-1/2" EDGE

DISTANCE, EW, 3" SPACING,

TYP

1/4

TYP

SECTION A-A

AA

1/2" STL CAP PLATE,

SEE DETAIL A2/S-501

WP

NOTES:

1. BEAMS NOT SHOWN FOR CLARITY. SEE DETAIL

C2/S-501 FOR TYPICAL BEAM CONNECTION.

BAR GRATING, SEE PLAN

ROUND HSS

PLATFORM POST,

SEE PLAN

PL 3/8x5x0'-7" w/ (2) ⌀5/8" BOLTS w/

3" MIN SPACING AND 1-1/2" MIN

EDGE DIST, EW, TYP

WP

STL POST,

SEE PLANS

VERT BRACES, SEE

PLANS, TYP

STL CAP PLATE,

SEE DETAIL A2

0'

2"

NOTES:

1. BEAMS NOT SHOWN FOR CLARITY. SEE DETAIL

C2/S-501 FOR TYPICAL BEAM CONNECTION.

1/4

TYP

STL BEAM, SEE PLAN

BAR GRATING,

SEE PLAN

1/4" x 4" STL

TOE PLATE

⌀1-1/2" STD (SCHD 40)

STL PIPE, TYP

3'

6"

BEARING

2 1/2"

MIN

EQ

EQ

1/4

NOTES:

1. IN LIEU OF WELDING POST TO BEAM, AN ANCHOR SLEEVE MAY

BE PROVIDED, SUBMIT PRODUCT DATA FOR APPROVAL.

1/4 3-9

OFFSET

1 1/2"

MAX

GRAPHIC SCALE:

1' 0 2'

1 1/2"

6" 1'

GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

1' 06" 2' 3'1'

1"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

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N A

VY

N

A

VA

L

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

S-501

TY

PI

CA

L

DE

TA

IL

S

DCC

DLL JMS

MARCH 22, 2024

199.23

7385095

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12892012

SCALE: 1" = 1'-0"

TYPICAL CANTILEVER BEAM CONNECTION DETAILC1

S-301

SCALE: 1" = 1'-0"

TYPICAL BEAM CONNECTION DETAILC2

S-301

SCALE: 1" = 1'-0"S-501

TYPICAL PLATFORM POST TO EXISTING TRUSS SECTIONC4

SCALE: 1 1/2" = 1'-0"S-501

TYPICAL EXISTING TRUSS CHORD REINFORCINGB1

SCALE: 1" = 1'-0"S-501

TYPICAL PLATFORM CHANNEL TO CHANNEL BEAM SECTIONA2

SCALE: 1 1/2" = 1'-0"S-501

TYPICAL EXISTING TRUSS WEB REINFORCINGA1

SCALE: 1" = 1'-0"S-501

TYPICAL PLATFORM HORIZONTAL BRACING SECTIONB2

SCALE: 1" = 1'-0"S-501

TYPICAL PLATFORM VERTICAL BRACING SECTIONB4

T O STL

SEE PLAN

SY

M

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RI

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SCALE: 1" = 1'-0"S-501

TYPICAL GUARDRAIL DETAILA4

SYMBOL LEGEND

XXXX

X

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

DETAIL

SECTION

KEYNOTE X

XXXX

X SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

CALL OUT

XXXX

X

VIEW TITLE

VIEW NAME

SCALE: 1/8" = 1'

VIEW NUMBER

SHEET NUMBER (WHERE CUT)

REVISIONS

X

REVISION

CLOUD

REVISION

NUMBER

X

DEMO WORKNEW WORK

ELEVATION LEVEL

0' - 0"

LEVEL NAME

LEVEL ELEVATION

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

BD BOARD

BOT BOTTOM

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

COL COLUMN

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DIA DIAMETER

DIM DIMENSION(S)

DWG DRAWING

EA EACH

ELEC ELECTRICAL

ABBREVIATIONS

EO EXISTING OPENING

EQ EQUAL

EXIST EXISTING

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES & EQUIPMENT

FLR FLOOR

FND FOUNDATION

HM HOLLOW METAL

HVAC HEATING, VENTILATING & AIR CONDITIONING

ILO IN LIEU OF

INFO INFORMATION

INSUL INSULATION / INSULATED

GYP GYPSUM

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

OC ON CENTER

OPP OPPOSITE / OPPOSITE HAND

PLUMB PLUMBING

PREP PREPARE

RAF RAISED ACCESS FLOORING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

SD SMOKE DETECTOR

SPEC SPECIFIED / SPECIFICATION

STC SOUND TRANSMISSION COEFFICIENT

STRUCT STRUCTURAL

TELE TELEPHONE

TO TOP OF

TOC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

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M

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

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E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

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AN

D

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ID

-A

TL

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

A-001

AB

BR

EV

IA

TI

O

NS

, L

EG

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D

AN

D G

EN

ER

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N

O

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S

MCC

MCC REC

MARCH 22, 2024

199.23

7385095

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12892013

SY

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KLMNPQ

TYP1

2 3

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

17' - 9 5/8"

0' - 3 1/2"

6' - 10 7/8"

KEYPLAN GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

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IN

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E R

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G

S Y

S T

E M

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C L A

S S

IF

IE

D

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

AD120

R O

O F

D E

M O

LI

TI

O N

P

LA

N

MCC

MCC REC

MARCH 22, 2024

199.23

7385095

C H

E R

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P O

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T

N

O R

T H

C A

R O

L

IN

A M

A R

IN

E

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S A

IR

S

T A

T

IO

N

N A

V F

A C

S Y

S C

O M

M

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'N A

V F

A C

S Y

S C

O M

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ID

-A T

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N T

IC

F

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12892014

SCALE: 3/16" = 1'-0"AD120

ROOF DEMOLITION PLANA1

GENERAL SHEET NOTES

1 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS

PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING

DEMOLITION THAT ARE TO REMAIN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED

TO ITS ORIGINAL STATE.

2 DASHED ITEMS SHOWN ARE TO BE DEMOLISHED UNLESS

NOTED OTHERWISE.

3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

SAFETY AND CLEANLINESS. DUST MUST BE SWEPT UP

AND DEBRIS MUST BE REMOVED AT THE END OF EACH

DAY.

4 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS

NECESSARY, ALL AREAS DAMAGED DURING DEMOLITION

IN PREPARATION FOR NEW CONSTRUCTION.

5 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND EXTENTS PRIOR TO COMMENCING WITH

DEMOLITION. WHERE REMOVAL OF EXISTING

CONSTRUCTION IMPACTS NEW WORK, COORDINATE

DEMOLITION WITH NEW WORK.

6 REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING.

7 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR ROOF MOUNTED EQUIPMENT.

SHEET KEYNOTES

1 DEMOLISH ROOFING AS NEEDED TO INSTALL PLATFORM

COLUMNS AND CONNECTIONS TO EXISTING TRUSS.

REFER TO STRUCTURAL DRAWINGS.

2 REMOVE EXISTING COOLING TOWER DISCONNECT

SWITCH AND MOUNTING FRAME. REFER TO ELECTRICAL

DRAWINGS.

3 REMOVE EXISTING HEAT TRACE DISCONNECT SWITCHES

AND GFI MODULES, EXISTING ENCLOSURE AND COOLING

TOWER DISCONNECT TO REMAIN. REFER TO ELECTRICAL

DRAWINGS.

4 EXISTING AUTO CLAVE TOWER SHALL REMAIN IN PLACE

DURING CONSTRUCTION. REFER TO MECHANICAL

DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING EQUIPMENT FOR THE DURATION OF THE

PROJECT.

5 REMOVE THE EXISTING COOLING TOWERS AND

ASSOCIATED CONDENSER WATER PIPING. REFER TO

MECHANICAL DRAWINGS. UNIT BASE FRAME TO REMAIN

IN PLACE. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO PROTECT THE UNIT BASE FRAME FOR

THE DURATION OF THE PROJECT.

6 EXISTING LIGHTNING PROTECTION MAIN BONDING

CONDUCTOR ROOF PENETRATION TO REMAIN. REFER TO

ELECTRICAL DRAWINGS.

7 EXISTING LIGHTNING PROTECTION BONDING

CONDUCTOR CONNECTION TO STEEL FRAME TO REMAIN.

REFER TO ELECTRICAL DRAWINGS.

8 DEMOLISH/CORE DRILL THE COOLING TOWER

BLOWDOWN MECHANICAL PIPING PENETRATION

THROUGH THE EXISTING MASONRY WALL AT THE

MECHANICAL ROOM BELOW. DASHED LINES SHOWN FOR

REFERENCE ONLY - FIELD VERIFY EXACT LOCATION.

REFER TO MECHANICAL DRAWINGS FOR MORE

INFORMATION.

9 PIPING DOWN THROUGH ROOF TO MECHANICAL ROOM

BELOW. DEMOLISH EXISTING ROOF PENETRATIONS AND

PREPARE FOR NEW ROOF CURB. REFER TO MECHANICAL

DRAWINGS.

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

KLMNPQ

TYP1

TYP2

C1

A-570

5 6

A-570 A1

25' - 0" 25' - 0" 25' - 0"

KEYPLAN GRAPHIC SCALE:

4' 0 8' 12'4' 16'2'

3/16"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

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TH

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N A

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N

A

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

A-120

RO

O

F

PL

AN

MCC

MCC REC

MARCH 22, 2024

199.23

7385095

CH

ER

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, N

OR

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C

AR

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RI

NE

C

OR

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ON

N A

VF

AC

S

YS

C O

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ID

'N

A V

FA

C

S

YS

C O

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ID

-A

TL

AN

TI

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FR

C

-E , M

A R

IN

E

C O

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12892015

SCALE: 3/16" = 1'-0"A-120

ROOF PLANA1

SHEET KEYNOTES

1 PATCH AND REPAIR ROOF OPENING, MATCH

ADJACENCIES. REFER TO STRUCTURAL DRAWINGS FOR

PLATFORM COLUMNS INSTALLATION.

2 MECHANICAL PIPE SUPPORT, TYPICAL. REFER TO

MECHANICAL DRAWINGS.

3 EXISTING MASONRY WALL/PARAPET, TYPICAL.

4 EXISTING AUTO CLAVE TOWER TO REMAIN.

5 PATCH AND REPAIR THE ROOF WHERE THE EXISTING

COOLING TOWER DISCONNECT SWITCH AND MOUNTING

FRAME WERE REMOVED DURING DEMOLITION. REFER TO

ELECTRICAL DRAWINGS.

6 PATCH AND REPAIR THE ROOF WHERE THE EXISTING

HEAT TRACE DISCONNECT SWITCHES AND GFI MODULES

WERE REMOVED DURING DEMOLITION. REFER TO

ELECTRICAL DRAWINGS.

7 EXISTING LIGHTNING PROTECTION MAIN BONDING

CONDUCTOR ROOF PENETRATION TO REMAIN. REFER TO

ELECTRICAL DRAWINGS.

8 EXISTING LIGHTNING PROTECTION BONDING

CONDUCTOR CONNECTION TO STEEL FRAME TO REMAIN.

REFER TO ELECTRICAL DRAWINGS.

9 AIR COOLED CHILLER. REFER TO MECHANICAL

DRAWINGS.

10 PLATFORM. REFER TO STRUCTURAL SHEETS FOR

DETAILS.

11 SHIPS LADDER.

GENERAL SHEET NOTES

1 PROVIDE CERTIFICATION THAT THE ROOF

MANUFACTURERS WARRANTY IS NOT VIOLATED BY THE

WORK REQUIRED IN ITS ENTIRETY, BUT NOT LIMITED TO

REQUIRED ROOF PENETRATIONS.

2 MATCH EXISTING ROOF CONSTRUCTION. VERIFY IN FIELD

AND NOTIFY GOVERNMENT AND ARCHITECT OF ANY

DESCREPANCIES IMMEDIATELY.

3 REFER TO MECHANICAL DRAWINGS FOR PHASING

REQUIREMENTS.

4 REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING.

5 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

FOR ROOF MOUNTED EQUIPMENT.

6 FOR CONDUIT ROOF PENETRATIONS SEE DETAIL

A4/A-570. SEE ELECTRICAL PLAN FOR LOCATIONS.

7 FOR LIGHTNING PROTECTION LOCATIONS AND DETAILS

REFER TO ELECTRICAL DRAWINGS.

SY

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AP

0'

3"12 " M

IN

. H

EI

G

H T

3" MIN.

MAX. PIPE O.D. PLUS (4")

MIN. WIDTH=

EXISTING 2 - PLY MODIFIED ROOF,

1/4" RECOVERY BOARD AND 5"

POLY-ISOCYANURATE INSULATION

16 GAUGE FULLY WELDED

CONSTRUCTION

1 1/2" THICK RIGID INSULATION

SUPPORT RISER CLAMP WITH

UNISTRUT AND THREADED ROD

ANGLE REINFORCING, SEE

STRUCTURAL DRAWINGS

EXISTING METAL DECK

MECHANICAL PIPING, REFER TO

MECHANICAL DRAWINGS

16 GAUGE ALUM TOP

CANT STRIP

POLYMER MODIFIED MEMBRANE

FLASHING PLY AND BASE

FLASHING PLY.

PRESSURE TREATED WOOD

NAILER-SIZE AS REQUIRED

CONTINUOUS THREADED ROD

PIPE RETAINER BRACKET

PIPE ROLLER

STEEL SLIDE CHANNEL

18Ga. CAP AND

COUNTER

FLASHING

EXISTING 2 - PLY MODIFIED ROOF,

1/4" RECOVERY BOARD AND 5"

POLY-ISOCYANURATE INSULATION

POLYMER MODIFIED MEMBRANE

FLASHING PLY AND BASE

FLASHING PLY.

SUPPORT BRACKET

WELDED TO CHANNEL

LAG BOLT

EXISTING METAL DECK

INSULATION SADDLE (TYP)

1/10" FULLY WELDED

CONSTRUCTION

PRESSURE TREATED

WOOD NAILER

0'

2" 0' - 2"

AS

SE

M

BL

Y

R O

O F

N

EW

CONDUIT OR PIPE

9" MEMBRANE FLASHING

SHEET

5" MEMBRANE FLASHING

SHEET

CONTINUOUS BEAD

OF LAP SEALANT

1/2" STEEL PLATE,

REFER TO STRUCTURAL

DRAWINGS

EXIST STEEL TRUSS

TOP CHORD

EXIST STEEL

JOIST

CLCONTINUOUS BEAD

OF LAP SEALANT

AS

SE

M

BL

Y

R O

O F

N

EW

ROUND HSS 6X3/8" STEEL

POST, REFER TO

STRUCTURAL DRAWINGS

9" MEMBRANE FLASHING

SHEET

5" MEMBRANE FLASHING

SHEET

C4X7.25x0'-8" POST

SUPPORT, REFER TO

STRUCTURAL

DRAWINGS

AS

SE

M

BL

Y

N

EW

R -3

R

O O

F

3-PLY MODIFIED

BITUMEN MEMBRANE

ROOFING

5/8" PROTECTION

BOARD

R-30 RIGID INSULATION

VAPOR RETARDER

EXISTING METAL DECK

GRAPHIC SCALE:

1' 06" 2' 3'1'

1"GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

1' 0 2'

1 1/2"

6" 1'

GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

4" 2" 0 4" 8" 1'

3"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

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AN

D

M

ID

-A

TL

AN

TI

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

A-570

RO

O

F

DE

TA

IL

S

MCC

MCC REC

MARCH 22, 2024

199.23

7385095

CH

ER

RY

P

OI

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, N

OR

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C

AR

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IN

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AC

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12892016

GENERAL SHEET NOTES

1 REFER TO MECHANICAL AND STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

2 MATCH EXISTING ROOF CONSTRUCTION. VERIFY IN FIELD

AND NOTIFY GOVERNMENT AND ARCHITECT OF ANY

DESCREPANCIES IMMEDIATELY.

SCALE: 3" = 1'-0"A-570

PIPE THROUGH ROOF CURBA1

SCALE: 3" = 1'-0"A-570

HVAC ROOF EQUIPMENT SUPPORTC1

SCALE: 1 1/2" = 1'-0"A-570

CONDUIT/PIPE FLASHING DETAILA4

SCALE: 1" = 1'-0"A-570

PLATFORM COLUMN TO EXISTING TRUSS SECTIONB4

SCALE: 3" = 1'-0"A-570

ROOF DETAILC4

SY

M

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AP

SUPPLY AIR, ELBOW DOWN

RETURN OR OUTSIDE AIR, ELBOW DOWN

EXHAUST OR RELIEF AIR, ELBOW DOWN

SUPPLY AIR, ELBOW UP

RETURN OR OUTSIDE AIR, ELBOW UP

EXHAUST OR RELIEF AIR, ELBOW UP

ROUND DUCT OFFSET UP

RECTANGULAR DUCT OFFSET UP

DUCT SECTION, RECTANGULAR SUPPLY AIR

DUCT SECTION, RECTANGULAR RETURN

AIR OR OUTSIDE AIR

DUCT SECTION, RECTANGULAR EXHAUST

AIR OR RELIEF AIR

DUCT SECTION, ROUND SUPPLY AIR

DUCT SECTION, ROUND RETURN AIR OR

OUTSIDE AIR

DUCT SECTION, ROUND EXHAUST AIR OR

RELIEF AIR

45° BEVELED ENTRY TAP

45° BEVELED TAP, SQUARE TO ROUND

CONICAL TEE, ROUND TO ROUND

DUCT TRANSITION, SQUARE TO

SQUARE

DUCT TRANSITION, SQUARE TO

ROUND

FLEXIBLE RECTANGULAR DUCT

FLEXIBLE ROUND DUCT

MITERED ELBOW WITH TURNING VANES

BELLMOUTH OPENING (45° ENTRY)

SIDEWALL GRILLE

CEILING DIFFUSER, SUPPLY

CEILING GRILLE, RETURN OR EXHAUST

SQUARE AIR TERMINAL DEVICE TYPE & AIR

FLOW L/S; REFER TO AIR DISTRIBUTION

DEVICE SCHEDULE

S1A

RECTANGULAR AIR TERMINAL DEVICE

TYPE SIZE IN MM & AIR FLOW L/S; REFER

TO AIR DISTRIBUTION DEVICE SCHEDULE

100x50

S8A

PIPE SECTION

PIPE ELBOW DOWN, DOUBLE LINE

PIPE ELBOW UP, DOUBLE LINE

PIPE OFFSET UP

PIPE DOWN, SINGLE LINE

PIPE UP, SINGLE LINE

DIRECTION OF FLOW IN PIPE

DIRECTION OF SLOPE DOWN IN PIPE

PIPE UNION

CLEANOUT

MOTORIZED DAMPER

SMOKE DAMPER AND ACCESS DOOR

FIRE DAMPER AND ACCESS DOOR

COMBINATION FIRE AND SMOKE

DAMPER

S

VOLUME BALANCING DAMPER

THERMOSTAT

HUMIDISTAT

SMOKE DETECTOR

DIFFERENTIAL PRESSURE SENSOR

STATIC PRESSURE SENSORSP

CARBON DIOXIDE SPACE SENSORCO2

DOOR UNDERCUT

SUPPLY AIR FLOW DIRECTION

RETURN/EXHAUST AIR FLOW DIRECTION

DPS DIFFERENTIAL PRESSURE SWITCH

DPS DIFFERENTIAL PRESSURE SWITCH

TA

TT TEMPERATURE TRANSMITTER

SMK DUCT SMOKE DETECTOR

CT CURRENT TRANSMITTER

CO2 CARBON DIOXIDE SENSOR

HT HUMIDITY TRANSMITTER

SP STATIC PRESSURE TRANSMITTER

PT PRESSURE TRANSMITTER

VFD VARIABLE FREQUENCY DRIVE

RECTANGULAR DUCT SIZE IN MM

ROUND DUCT SIZE IN MM

100x5

150Ø

OCCUPANCY SENSOROS

DP

S

H

T

POINT OF DISCONNECT

POINT OF CONNECTION

LINETYPE REPRESENTS NEW WORK TO BE

INSTALLED

LINETYPE REPRESENTS EXISTING WORK

TO REMAIN

LINETYPE REPRESENTS DEMO WORK TO

BE REMOVED

PIPE ANCHORA

PIPE GUIDEG

PIPE SUPPORTS

PIPE UNION

AIR VENT, AUTOMATIC

AIR VENT, MANUAL

CLEANOUT

FLEXIBLE PIPE CONNECTION

AUTOMATIC FLOW DEVICE

FINNED TUBE RADIATION

EXPANSION JOINT

BALL JOINT

BACKFLOW PREVENTER

STRAINER, BASKET TYPE

STRAINER, WYE TYPE

PRESSURE GAUGE

PRESSURE TAP

P T

THERMOMETER

THERMOMETER WELL

TEMPERATURE/PRESSURE TEST PORT

PIPE CAP

REDUCER, CONCENTRIC

REDUCER, ECCENTRIC

PUMP

STEAM TRAP

GATE VALVE

GLOBE VALVE

BALL VALVE

BUTTERFLY VALVE

BALANCING COCK

CHECK VALVE, HORIZONTAL SWING

CHECK VALVE, SPRING LOADED

NEEDLE VALVE

AUTOMATIC 2-WAY CONTROL VALVE

AUTOMATIC 3-WAY CONTROL VALVE

PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

S

S

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

PROJECT NO:

D E

P

AR

TM

E

N T

O F

TH

E

N A

VY

N

A

VA

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S

YS

TE

M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

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TI

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

UN

CL

AS

SI

FI

ED

FINAL SUBMITTAL

NICHOLAS A. HALL

NICHOLAS A. HALL

PATRICK FAULKNER

EE

M-001

AB

BR

EV

IA

TI

O

NS

, L

EG

EN

D

AN

D G

EN

ER

AL

N

O

TE

S

MCM

CEH CEH

MARCH 22, 2024

199.23

7385095

CH

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OR

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C

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IN

A

MA

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NE

C

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A

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S

TA

TI

ON

N A

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AC

S

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C O

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ID

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FA

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S

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C O

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ID

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FR

C

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12892017

MEC ABBREVIATIONS MEC LEGEND

(E) EXISTING TO REMAIN

ABV ABOVE

AF AIRFOIL

AFF ABOVE FINISH FLOOR

AFMS AIRFLOW MEASURING STATION

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AL ALUMINUM

AMB AMBIENT

AMP AMPERE

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

APPROX APPROXIMATE

ARCH ARCHITECT OR

ARCHITECTURAL

ARG ARGON

AS AIR SEPERATOR

ASJ ALL SERVICE JACKET

ATM ATMOSPHERE

AUTO AUTOMATIC

BI BACKWARD INCLINED

BLDG BUILDING

BLW BELOW

CC COILING COIL

CD CONDENSATE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CLG COOLING OR CEILING

CMM COORDINATE MEASURING

MACHINE

CONN CONNECT OR CONNECTION

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

DB DRY BULB

DBA DECIBELS TO "A" REFERENCE

DC DIRECT CURRENT OR DRY

COOLER

DDC DIRECT DIGITAL CONTROL

DEG DEGREE

DELTA P PRESSURE DROP OR

PRESSURE DIFFERENTIAL

DI DIGITAL INPUT

DIA DIAMETER

DIFF DIFFERENTIAL

DN DOWN

DO DIGITAL OUTPUT

DP DIFFERENTIAL PRESSURE

DPR DAMPER

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRONICALLY

COMMUTATED

EF EXHAUST FAN

EQUIP EQUIPMENT

EX EXISTING

EXH EXHAUST

FD FIRE DAMPER OR FLOOR

DRAIN

FF FINISHED FLOOR

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FLEX

CONN

FLEXIBLE CONNECTION

FLR FLOOR

FRK OR

FSK

FOIL SCRIM KRAFT

FRP FIBERGLASS REINFORCED

PLASTIC

FS FLOW SWITCH

GA GAUGE

GALV GALVANIZED

GR/LB GRAINS OF MOISTURE PER LB

OF DRY AIR

H20 WATER

HTG HEATING

Hz HERTZ

ID INSIDE DIAMETER

INSUL INSULATION

LAT LEAVING AIR TEMPERATURE

LF LINEAR FEET

LFT LEAVING FLUID TEMPERATURE

LRA LOCKED ROTOR AMPS

LVL LEVEL

LVR LOUVER

LWT LEAVING WATER

TEMPERATURE

MAX MAXIMUM

MCA MAXIMUM CIRCUIT AMPS

MIN MINIMUM

MTG HGT MOUNTING HEIGHT

N NORTH

N/A NOT APPLICABLE

NC NOISE CRITERIA OR NORMALLY

CLOSED

NIC NOT IN CONTRACT

NO NUMBER OR NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OAT OUTSIDE AIR TEMPERATURE

OD OUTSIDE DIAMETER

PD PRESSURE DROP

PH PHASE

PHC PREHEAT COIL

PRESS PRESSURE

PS PRESSURE SWITCH

QTY QUANTITY

RA RETURN AIR

REQD REQUIRED

REV REVOLUTIONS

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RHG REFRIGERANT HOT GAS

DISCHARGE

RL REFRIGERANT LIQUID

RLA RATED LOAD AMPS

RLF RELIEF

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RTU ROOFTOP UNIT

RV ROOF VENT

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SAT SATURATION

SEC SECONDS

SM SQUARE METERS

SP STATIC PRESSURE

SPD SPEED

SPEC SPECIFICATIONS

SWSI SINGLE WIDTH SINGLE INLET

SYS SYSTEM

T THERMOSTAT

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TYP TYPICAL

V VOLT OR VENT

VFD VARIABLE FREQUENCY DRIVE,

ADJUSTIBLE SPEED DRIVE

W/ WITH

W/O WITHOUT

WB WET BULB

WG WATER GAUGE

SY

M

DE

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AP

1. PROJECT SUMMARY

THIS PROJECT PROVIDES THE REQUIREMENTS OF UPGRADING AND REPLACING A FAILED SET OF WATER COOLED CHILLERS WITH ROOF-MOUNTED AIR COOLED CHILLERS. THE INTENT IS REUSE EXISTING CONTROLS AND SEQUENCES AS MUCH AS POSSIBLE WHILE MAINTAINING USABILITY OF THE BUILDING DURING THE CONSTRUCTION PROCESS. A TEMPORARY CHILLER IS ALREADY PROVIDING COOLING TO THE SPACE AND THIS WILL BE REMOVED ONCE THE AIR COOLED CHILLERS ARE

OPERATIONAL.

2. INTENT OF THE DRAWINGS

THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL LOCATION OF PIPING AND EQUIPMENT. THE DRAWINGS DO NOT SHOW ALL NECESSARY OFFSETS, TRANSITIONS, AND ADJUSTMENTS NECESSITATED BY COORDINATION WITH OTHER TRADES. THE COST OF ALL OFFSETS, TRANSITIONS, AND ADJUSTMENTS NECESSITATED BY COORDINATION WITH OTHER

TRADES SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

3. COORDINATION WITH OTHER TRADES

EXAMINE AND REVIEW THE CONTRACT DOCUMENTS OF ALL DIVISIONS IN ORDER TO COORDINATE THE INSTALLATION OF

WORK.

USE DIMENSIONED ARCHITECTURAL AND STRUCTURAL CONTRACT DRAWINGS TO VERIFY THE SPACE NECESSARY FOR LOCATING PIPING, DUCTWORK, AND EQUIPMENT. USE FIELD MEASUREMENTS TO VERIFY DIMENSIONS WHERE AREAS ARE

CONGESTED, AND EXACT LOCATION IS CRITICAL TO ASSURE PROPER INSTALLATION.

COORDINATION SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, VERIFYING THE LOCATION AND SIZE OF OPENINGS IN FLOORS, WALLS, PARTITIONS, CEILINGS, AND ROOFS WITH THE INSTALLING TRADES; ALLOCATION OF SPACE WITH OTHER TRADES INSTALLING WORK IN CHASES, SHAFTS, CEILING INTERSTITIAL SPACES, AND EQUIPMENT SPACES; AND THE

PHASING OF INSTALLATION WORK WITH THAT OF OTHER TRADES.

WHERE A PRODUCT IS SUBMITTED THAT IS NOT THE BASIS OF DESIGN (WHETHER STATED IN THE DOCUMENTS OR NOT), COORDINATE THE DIFFERENCES IN THE PRODUCT THAT IMPACT OTHER TRADES WITH THE AFFECTED TRADES.