Dwgs 230002.pdf

MCB CAMP LEJEUNE

ATLANTIC OCEAN

ATLANTIC OCEAN

NEW RIVER

NEW RIVER NEW RIVER

BUILDING RR460

EVERETT CREEK ROAD

BUILDING RR460

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

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N T

O F

T H

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A V

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DRAWFORM REVISION: 25 AUGUST 2020

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60040107

REL REL DJE,III

22 APR 2024

REGIONAL MAP

VICINITY MAP

SITE MAP

PROJECT LOCATION

N

N

N

MARINE CORPS BASE CAMP LEJEUNE

BUILDING RR460

ROOF REPAIRS

GENERAL PROJECT NOTES GOVERNING REGULATIONS

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (20 JUNE 2016)

UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2016)

UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2009

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2009

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2009)

NFPA 101, LIFE SAFETY CODE

1. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.

2. FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR BEGINNING DEMOLITION.

3. ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED UNDER THE REQUIREMENTS OF THIS

CONTRACT.

4. COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO THE PRECONSTRUCTION MEETING.

THE ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY THE CONTRACTING OFFICER.

5. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.

6. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS DIRECTED BY THE

CONTRACTING OFFICER.

7. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. AVOID

INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.

8. ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL TO COMMENCEMENT OF RELATED WORK.

BUILDING LOCATION INDEX OF DRAWINGS

FINAL SUBMITTAL

26 APRIL 2024

S Y

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A P

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1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SERIES A-5XX SHEETS FOR ROOFING DETAILS

3. PROTECT MATERIALS AND SYSTEMS THAT ARE SCHEDULED TO

REMAIN

NIC

NIC

NIC

NIC

NICRTU-2

R

TU

-1

R

TU

-3

HDU-2

H V

-1

START HERE

PRIOR TO MOBILIZATION

1. PRECONSTRUCTION CONFERENCE

2. APPROVAL OF PRECONSTRUCTION SUBMITTALS

3. APPROVAL OF MATERIAL SUBMITTALS

4. APPROVAL OF CONSTRUCTION SEQUENCE PLAN

MOBILIZE

1. INSTALL TEMPORARY FACILITIES

2. DELIVER MATERIALS

3. CONFIRM NEW MECHANCIAL CURBS ARE CORRECT

4. CONTRACTING OFFICER WILL VERIFY ALL MATERIALS ARE ONSITE PRIOR

TO AUTHORIZING THE START OF WORK

IMPLEMENTATION OF WORK

1. BEGIN WORK AT THE EAST END OF THE LOW ROOF AREA - 'START HERE'

2. DEMOLISH ONLY THE AN AMOUNT OF ROOFING EACH DAY THAT CAN BE

DRIED-IN BY THE END OF THAT DAY. DRIED-IN IS CONSIDERED TO BE ROOF

DECK INSTALLED AND ROOF DECK AIR, ROOF DECK MOISTURE BARRIER

INSTALLED AND SEALED AT PERIMETERS AT A MINIMUM

3. CAREFULLY PLAN WORK AT ROOFTOP MECHANICAL UNITS TO SEQUENCE

CRANE PICKS, NEW MECHANICAL CURB INSTALLATION AND RE-

INSTALLATION OF ROOFTOP MECHANICAL UNITS TO MINIMIZE SYSTEM

DOWN TIME. UNIT OPERATION MUST BE RESTORED AND VERIFIED PRIOR

TO MOVING TO THE NEXT SECTION OF ROOFING

4. MECHANICAL UNIT WORK SEQUENCE

A. DISCONNECT DUCTS, ELECTRICAL AND CONTROLS

B. LIFT RTU FROM ROOF WITH CRANE

C. REMOVE EXISTING CURB

D. COMPLETE NEW ROOF DECK INSTALLATION

E. SET NEW CURB

F. REINSTALL RTU

G. RECONNECT DUCTS, ELECTRICAL AND CONTROLS

H. START UNIT AND TEST FUNCTIONALITY

I. DOWNTOWN FOR EACH ROOFTOP UNIT MUST NOT EXCEED 18 HOURS

5. DO NOT MOVE TO THE NEXT SECTION OF ROOFING WITHOUT APPROVAL

FROM THE CONTRACTING OFFICER

6. ROOF DECK AIR AND MOISTURE BARRIER CANNOT BE EXPOSED BEYOND

MANUFACTURER LIMITATIONS. SEQUENCE INSULATION AND ROOFING

SYSTEM INSTALLATION TO CLOSELY FOLLOW COMPLETION OF DRIED-IN

ROOF AREAS

INSPECTION

1. COORDINATE INSPECTION SCHEDULES WITH THE CONTRACTING OFFICER

TO AVOID DELAYS

PHASE 1 ROOF AREAS

PHASE 2 ROOF AREAS

WORK FLOW DIRECTION

NOT IN CONTRACTNIC

1. THE CONSTRUCTION SEQUENCE ITEMS IDENTIFIED HERE ARE NOT

INTENDED TO BE AN INCLUSIVE OF WORK REQUIRED

2. COORDINATION OF CONSTRUCTION SEQUENCING AND DAILY ACTIVITIES IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR (KTR)

3. PROTECT BUILDING INTERIORS FROM DEBRIS AND INCLEMENT WEATHER

UPON REMOVAL OF ROOFING

4. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION, HOWEVER

OCCUPANTS WILL VACATE SPACES DIRECTLY BENEATH DAILY WORK

AREAS

5. SEQUENCE WORK TO LIMIT DOWNTIME OF EACH ROOFTOP MECHANICAL

UNIT TO A MAXIMUM OF 24 HOURS

6. THE NATATORIUM MUST REMAIN CONTINUOUSLY OPERATIONAL

7. REFERENCE DISCIPLINE DRAWINGS FOR OTHER WORK ITEMS THAT MAY

NOT BE SPECIFICALLY IDENTIFIED IN THE CONSTRUCTION SEQUENCE

LOGIC

EXISTING

STRUCTURAL METAL ROOF

DECKING. UNDERSIDE

PREFINISHED WHITE

PERMANENT ROOF DECK AIR

AND MOISTURE BARRIER

EXISTING PEMB ROOF

PURLINS TO REMAIN

NEW

8" MIN 1'-0" MIN

TEMPORARY ROOF DECK AIR AND

MOISTURE BARRIER SHEET

ACROSS TEMPORARY TIE-IN

CONTINUOUS 2" FOAM ROD AT

TEMPORARY TIE-IN TO PREVENT

A BELLY. REMOVE WITH

TEMPORARY TIE-IN

EXISTING STANDING SEAM

SHEET METAL ROOFING

EXISTING PEMB ROOF

INSULATION SYSTEM

AND SHEET LINER

TI

E

-IN

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

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DRAWFORM REVISION: 25 AUGUST 2020

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60040108

REL REL DJE,III

22 APR 2024

GRAPHIC SCALE: 1"=20'

20' 0 40'20'

N

GENERAL CONSTRUCTION NOTES

SCALE: 1" = 20'-0"

A3

ROOF PLAN - CONSTRUCTION SEQUENCE

CONSTRUCTION SEQUENCECONSTRUCTION SEQUENCE LEGEND CONSTRUCTION SEQUENCE NOTES

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

C2

DAILY TEMPORARY TIE-IN DETAIL

S Y

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A P

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

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O F

T H

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DRAWFORM REVISION: 25 AUGUST 2020

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22 APRIL 2024

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60040109

LGG LGG LGG

SHEET INDEX

SHEET NO SHEET TITLE

S-001 COVER SHEET

S-002 STRUCTURAL NOTES & TYPICAL

DETAILS

S-101 ROOF FRAMING PLAN & SECTIONS

A A

ZONE 45 5

3 2 3 3 2 3

3 2 3 3 2 3

Z O

N E

Z O

N E

Z O

N E

Z O

E

R O

O F

COMPONENTS & CLADDING NEW DESIGN WIND PRESSURE (ULTIMATE)

ZONE

EFFECTIVE

WIND

AREA

(+) PRESSURE

(PSF)

(-) PRESSURE

(PSF)

1 10 23 -52

1 20 20 -52

1 50 18 -45

1 100 16 -40

2 10 -83

2 20 -73

2 50 -60

2 100 -49

3 10 -97

3 20 -82

3 50 -62

3 100 -62

WALLS

ROOF

COMPONENTS & CLADDING PRESSURE (PSF)

DESIGN BASIS: SYMBOLS:

SHOP DRAWINGS/SUBMITTALS:ABBREVIATIONS:

ParallelPAR.

CONT Continuous

Double Degree Demolish, Demolition

Centered Counter Sink

Depressed

Existing

Electric, Electrical

Each Face

Elevation Edge Nail

Equipment

Expansion Joint

Drawing

Diameter Diagonal Dimension

Drag Truss

Face of Steel (Studs)

Face Of

Far Side

Face of Masonry

Field Nail Floor, Flooring

Foundation

Face of Concrete

Existing

Exterior Expansion

Each Way

Finish, Finished

Finished Floor Finish Grade

Floor Joist

Future

Header Hanger

Height

Gusset

Heating/Ventilation/ Air Conditioning

Hold Down

Horizontal High Point

Grade Beam

Grade, Grading Glued Laminated Girder Truss

Footing

Each Side

Laminated Length, Angle

Include

Inside Diameter

Information

Interior Insulated

FTG

INT.

JST

L

LAM

JT. Joint Joist

HT

H.P.

HORIZ

H.V.A.C

IN

I.D.

INCL

INFO

INS

Inch

GA

GD

G.B.

FUT.

GLB

G.T.

HD

HGR

HDR

GUSS.

Gauge

Equal

F.J.

FLR

F.N.

FND

F.S.

F.O.

F.O.C.

F.O.S.

F.O.M.

FT. Feet

EQ.

EQPT.

EXP.

E.W.

F.F.

F.G.

FIN

EXT.

EXIST'G

E.S.

DO

DWG

DWL

D.T.

E.F.

E.J.

E.N.

ELV

ELEC

EA.

Dowel

Each

CSK

DBL

DEG

DEP

DEM

CTR'D

DIA

DIM

DIAG

Ditto

Pounds per Cubic Foot

Plate, Property Line

Precast Concrete

Pounds per Square Foot Pounds per Square Inch

Revision, Revised

Pressure Treated

R.,RAD.

Return

Rafters Roof

Required Reinforcement Reference

RFT.

RF.

REF.

RET.

REQ.

REINF.

REV.

Plywood Panel

Penetration

Radius

PLY.

PNL.

P.T.

P.S.I.

P.S.F.

PENT.

P.C.C.

P.C.F.

PL.

American Concrete Institute

Air Conditioning Anchor Bolt

Bottom Bottom of Footing

Above Finished Floor

American Society for Testing Materials

American Plywood Institute

Between

Blocking

Boundry Nail

Adjacent

Architect

Alternate Aluminum

Concrete Masonry Unit

Control Joint / Ceiling Joist

Connection Construction

Ceiling

Cast-in-Place

Concrete

Channel

ARCH.

C.J.

CLG

COL

CLR

CONC

CMU

C.I.P.

CONST

CONN

C

Column

Clear

A.S.T.M.

B.N.

BM

BLW.

BETWN.

BLK.

BOTT

B.O.F.

BLKG

Beam

Below

Block

A/C A.B.

A.C.I.

AL.

ADJ.

ALT.

A.P.A.

A.F.F.

Long Leg Horizontal

Mount, Mounted, Mounting

Manufacture, Manufacturer

Long Leg Vertical

Opposite Hand, Overhead Outside Diameter

MaximumMAX

Number Nominal

Opening

On Center Not To Scale

Not In Contract

Near Side

North

O.D.

O.C.

N.T.S.

OPNG

O.H.

NOM

N.S.

N.I.C.

NO.

N.

Minimum

Medium

Metal

Mezzanine

Miscellaneous Masonry Opening

Machine Bolt

Mechanical

MFR

MIN

MISC

M.O.

MTL

MT.

MECH

M.B.

MEZZ

MED

Long Pound

Live Load

Louver Masonry

Low Point

L.L.H.

L.P.

LVR

MAS

L.L.V.

L.L.

LG

LB

(E)

P PlateL

Unless Otherwise Noted Unless Noted Otherwise

Welded Wire Mesh Welded Wire Fabric WeightWT.

W.W.M.

W.W.F.

Vapor Barrier Vertical

Without

West Wood

Water Proof Working Point

With

W/O W.P.

W.PT.

W.

WD.

V.B.

U.O.N.

VERT.

U.N.O.

W/

Toe Nail

Typical Tube Steel Top of Wall

Top of Beam

Top of Steel Top of Parapet Top of Footing Top of Concrete

T.O.S.

T.S.

TYP.

T.O.W

T.N.

T.O.B.

T.O.P.

T.O.F.

T.O.C.

Sheet Metal Screw Specification(s)

Thick, Thickness

R.T. Roof Truss

S.S. Stainless Steel

Steel Structural

Stiffener Standard

Tongue & Groove Top & Bottom Symmetrical Suspended

Top of Curb

SYM

THK

T.C.

T&G T&B

STL.

STD.

STRUCT

STIFF.

SUSP.

South Schedule Section

Similar Sheet

Square

Separation

SHT.

SIM.

SPEC.

S.M.S.

SQ.

SEC.

SEP.

SCHED.

S.

Room

Rough Sawn Rough Opening

R.S.

R.O.

RM.

International Building CodeIBC

Seismic Lateral Resisting SystemSLRS

GalvanizedGAL

Grade BeamGB

Masonry Control JointMCJ

Pre-Engineered Metal BuildingPEMB.

Powder Acuated FastenersP.A.F.

1.

2.

3.

S-XXX

A1

A1

S-XXX

A1

S-XXX

GRID LINES - CENTER LINE

DETAIL NO.

ELEVATION NO.

SECTION NO.

SECTION

ELEVATION

DETAIL BUBBLE

GRID NO.

GRID LINES - F.O. STUD/WALL

GRID NO.

SHEET NO. WHERE

SECTION IS SHOWN

SHEET NO. WHERE

ELEVATION IS SHOWN

SHEET NO. WHERE

DETAIL IS SHOWN

SHOP DRAWINGS WILL BE SUBMITTED AT LEAST TWO WEEKS PRIOR

TO THE SCHEDULED FABRICATION DATE.

a. CONCRETE MIX DESIGNS

PRIOR TO FABRICATION SUBMIT, AS A MINIMUM,THE SHOP

DRAWING SUBMITTALS INDICATED BELOW AND IN THE

DEFERRED SUBMITTALS ON S-002 TO THE ARCHITECT/ENGINEER

FOR REVIEW AND COMMENT:

REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER

IS FOR THE PURPOSE OF GENERAL COMPLIANCE WITH THE

CONTRACT DOCUMENTS. ALL ERRORS IN DETAILING, FABRICATION,

AND CORRECT FITTING OF ALL STRUCTURAL MEMBERS INCLUDING

COORDINATION WITH OTHER TRADES ARE THE RESPONSIBILITY OF

THE CONTRACTOR. SHOP DRAWING SUBMITTALS PROCESSED BY

THE ENGINEER DO NOT CONSTITUTE CHANGE ORDERS. ANY

PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL

TO THE ARCHITECT/ENGINEER FOR APPROVAL.

DESIGN CRITERIA

1. BUILDING CODES..............................2021 IBC "INTERNATIONAL BUILDING CODE"

UFC 1-200-01, CHANGE 1, 24 FEB 2023 "GENERAL BUILDING REQUIREMENTS"

UFC 3-301-01, 11 APRIL 2023 "STRUCTURAL ENGINEERING"

UFC 4-010-01, CHANGE 2, 30 JULY 2022 "MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS"

2. BUILDING RISK CATEGORY........................................................................................... II

3. SUPERIMPOSED DEAD LOADS:

a) ROOF...................................................................................................... 20 PSF

4. DESIGN LIVE LOADS:

a) ROOF...................................................................................................... 20 PSF

5. SNOW:

a) GROUND SNOW LOAD ........................................................................ 10 PSF

b) FLAT ROOF SNOW LOAD..................................................................... 10 PSF

c) SNOW EXPOSURE FACTOR, Ce ............................................................... 1.0

d) IMPORTANCE FACTOR, Is ........................................................................ 1.0

e) THERMAL FACTOR, Ct ............................................................................... 1.0

6. WIND

a) ULTIMATE WIND SPEED ................................................................. 144 MPH

b) NOMINAL WIND SPEED.................................................................... 112 MPH

c) WIND EXPOSURE CATEGORY..................................................................... B

d) INTERNAL PRESSURE COEFFICIENT .................................................... 0.18

e) ROOF COMPONENTS AND CLADDING .......... SEE TABLE ON SHEET S001

f) WALL COMPONENTS AND CLADDING .......... SEE TABLE ON SHEET S001

7. SEISMIC:

a) SITE CLASS .................................................................................................. D

b) IMPORTANCE FACTOR, Ie ......................................................................... 1.0

c) MAPPED SPECTRAL RESPONSE ACCELERATION, Ss ................... 0.115 G

d) ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, ..... 0.055 G

e) SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS ........ 0.123 G

f) ONE SEC PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1...... 0.088 G

g) SEISMIC RESPONSE COEFFICIENT, Cs ............................................... 0.041

h) RESPONSE MODIFICATION FACTOR, R

i) SEISMIC DESIGN CATEGORY .................................................................... B

j) BASIC SEISMIC FORCE RESISTING SYSTEM ............ EXISTING BUILDING

k) ANALYSIS PROCEDURE .............................................. EXISTING BUILDING

12' 12'

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/2

3' - 0" COVERAGE

20 GA. TYPE B DECKB

E A M

B E A

M (4)#10 TEK SCREWS

SIDELAP FASTENERS

PER SPAN

5/8"Ø PUDDLE WELDS

(36/4 PATTERN)

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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A V

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A V

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DRAWFORM REVISION: 25 AUGUST 2020

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B A

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C A

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS INDICATED

22 APRIL 2024

C U s e rs \l u c a s .K

A Y

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60040110

LGG LGG LGG

1.0.1

1.0.2

1.0.3

1.0.4

1.0.5

1.0.6

1.0.7

1.0.8

1.0.9

1.0.10

1.0.11

1.0.12

1.0.13

1.0.14

STRUCTURAL NOTES

1.0 GENERAL NOTES:

A.

B.

C.

D.

TYPICAL DETAILS WILL BE USED WHENEVER APPLICABLE WHETHER

SPECIFICALLY REFERENCED OR NOT.

DRAWINGS WILL NOT BE SCALED FOR CONSTRUCTION PURPOSES.

REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESS

OTHERWISE NOTED.

SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARING

PARTITIONS.

SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED

AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC.,

EXCEPT AS SHOWN.

SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.

FLOOR AND ROOF FINISHES.

STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE

FOLLOWING:

PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC.,

EXCEPT AS SHOWN OR NOTED.

ELECTRICAL CONDUITS, BOXES, OUTLETS.

CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL AND PLUMBING

FIXTURES.

SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHOR

BOLTS, ETC.

ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION,

UNLESS OTHERWISE NOTED.

CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, WILL BE

SPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE

LOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADING

EXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THE

STRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOT

COMPLETE.

STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL

DRAWINGS BY:

A.

B.

C.

D.

E.

F.

G.

EXAMINE THE STRUCTURAL DRAWINGS AND THE

SPECIFICATIONS AND NOTIFY THE ENGINEER & CONTRACTING

OFFICER OF ANY DISCREPANCIES IN ELEVATIONS, DIMENSIONS, AND SITE

CONDITIONS INCLUDING ERRORS BEFORE PROCEEDING WITH ANY WORK.

OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE

DRAWINGS (AND SPECIFICATIONS) WILL BE RESOLVED IN WRITING WITH THE

ENGINEER/ARCHITECT & CONTRACTING OFFICER PRIOR TO START OF WORK.

NO PIPES OR DUCTS WILL BE PLACED IN STRUCTURAL MEMBERS UNLESS

SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER & CONTRACTING

OFFICER.

THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND

THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES WILL INCLUDE,

BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THE

ARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES.

INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE

CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED

STRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THE

ARCHITECT/ENGINEER & CONTRACTING OFFICER OF ANY SITE CONDITIONS

NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR

MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE

SOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS,

UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.

DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE

EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME

CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT

OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING

UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS)

ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCY

FOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, SPECIFICATIONS

TAKE PRECEDENCE, HOWEVER THE MATTER WILL BE PROMPTLY SUBMITTED

TO THE SEOR FOR CLARIFICATION. ANY WORK PERFORMED BY THE

CONTRACTOR WITHOUT SUCH A CLARIFICATION WILL BE AT CONTRACTOR'S

OWN RISK AND EXPENSE.

MBF ARCHITECTS

THE CAD DRAWING FILES ARE THE PROPERTY OF NAVFAC AND WILL NOT

BE

RELEASED TO THE CONTRACTOR OR SUBCONTRACTOR FOR THEIR USE.

2.0.1

2.0.2

2.0.3

2.0.4

2.0.5

2.0.6

2.0.7

2.0.8

STRUCTURAL STEEL:2.0

A. ANGLES AND CHANNELS ASTM A36 (Fy=36 ksi)

B. PLATES ASTM A36 (Fy=36 ksi)

C. HSS (RECTANGULAR) ASTM A500 GRADE B (Fy=46 ksi)

ASTM F992 (Fy=50 ksi)D. WIDE FLANGE

THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL WILL BE IN

ACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AND STEEL CONSTRUCTION MANUAL AISC 360, LATEST ADOPTED EDITION.

EXCEPT AS AMMENDED IN IBC CHAPTER 22.

THE SEISMIC DESIGN OF STEEL STRUCTURES WILL BE IN ACCORDANCE WITH

"AISC SEISMIC PROVISIONS FOR STRUCTUAL STEEL BUILDINGS", INCLUDING ALL

SUPPLEMENTS AISC 341 EXCEPT AS AMENDED IN IBC CHAPTER 22.

ALL CONNECTIONS WILL BE DETAILED IN ACCORDANCE WITH LATEST EDITION OF

AISC "DETAILING FOR STEEL CONSTRUCTION".

STEEL FURNISHED FOR STRUCTURAL LOAD-CARRYING PURPOSES WILL BE

PROPERLY IDENTIFIED FOR CONFORMITY TO THE SPECIFIED GRADES SHOWN

BELOW AND IN ACCORDANCE WITH ASTM STANDARDS AND PROVISIONS OF IBC

CHAPTER 22. STEEL THAT IS NOT READILY IDENTIFIABLE AS TO GRADE FROM

MARKING AND TEST RECORDS WILL BE TESTED TO DETERMINE CONFORMITY TO:

ALL STEEL FABRICATION WILL BE PERFORMED IN AN APPROVED

FABRICATION SHOP.

STEEL FABRICATOR WILL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

STRUCTURAL STEEL WILL BE DELIVERED TO THE JOB SITE FREE OF

EXCESSIVE RUST, MILL SCALE, GREASE, ETC.

SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER & CONTRACTING

OFFICER FOR REVIEW PRIOR TO FABRICATION FOR ALL STRUCTURAL STEEL

MEMBERS AND ACCESSORIES.

ASTM F1554 GRADE 55 AT GRAVITY COLUMNE. ANCHOR BOLTS

2.1.1 METAL DECKING WILL BE DESIGNED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE

SPECIFICATIONS.

2.1.2 WELDING OF METAL DECKING WILL CONFORM TO AWS D1.3, "STRUCTURAL

WELDING CODE-SHEET STEEL"

2.1.3 METAL DECK WILL BE GALVANIZED AND SHOP-PRIMED STEEL SHEET: ASTM

A653, STRUCTURAL STEEL (55) GRADE 33 or 50, G60 ZINC COATING; CLEAN, PRETREATED, AND PRIMED WITH MANUFACTURER'S STANDARD BAKED-ON, RUST-INHIBITIVE PRIMER. COLOR WILL BE THE MANUFACTURER'S STANDARD

UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL PLANS

2.1.4 METAL DECK WILL HAVE A 3-SPAN CONDITION UNLESS NOTED OTHERWISE AND

HAVE HAVE INTERLOCKING SEAM SIDELAPS.

2.1.5 FASTEN ROOF DECK PANELS TO STEEL SUPPORTING MEMBERS

AS INDICATED ON THE ROOF DECK DETAIL ON THESE DRAWINGS.

FASTEN SIDELAPS OF PANELS BETWEEN SUPPORTS WITH No. 10

SELF-DRILLING CARBON STEEL SCREWS AS INDICATED ON THE ROOF DECK

DETAIL ON THESE DRAWINGS. INSTALL DECK ENDS OVER SUPPORTING

FRAMING WITH A 1-1/2" MINIMUM END BEARING AND LAP JOINTS 2". FASTEN

ROOF DECK PANELS TO DIAPHRAGM PERIMETER, WITH 5/8" DIAMETER

PUDDLE WELDS AT 12" O.C. TYPICAL UNLESS NOTED OTHERWISE.

2.1.6 ACCESSORIES ACCORDING TO APPLICABLE SPECIFICATIONS AND

COMMENTARY IN SDI PUBLICATION No. 30, MANUFACTURER'S WRITTEN

INSTRUCTIONS AND REQUIREMENTS IN THESE DOCUMENTS.

2.1.7 PLACE DECK PANELS ON SUPPORTING FRAME AND ADJUST TO FINAL POSITION

WITH ENDS ACCURATELY ALIGNED AND BEARING ON SUPPORTING FRAME

BEFORE BEING PERMANENTLY FASTENED. DO NOT STRETCH OR CONTRACT

SIDELAP INTERLOCKS.

2.1 STEEL DECK:

3/4" = 1'-0" D3

1 1/2" ROOF DECK FASTENER LAYOUT

S Y

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D A

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1 2

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B

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3 4

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IS

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B E

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IS

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B E

A M

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IS

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B E

A M

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IS

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G

B E

A M

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IS

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B E

A M

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IS

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IS

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IS

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IN

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A M

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IS

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G

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A M

E X

IS

T

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G

B E

A M

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IS

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IN

G

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A M

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IS

T

IN

G

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A M

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IS

T

IN

G

B E

A M

E X

IS

T

IN

G

B E

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IS

T

IN

G

B E

A M

EXISTING

SKYLIGHT TO BE

REMOVED (TYP.)

EXISTING W10

EXISTING W10

AREA OF

WORK

C8x11.5

C8x11.5

E X

IS

T

IN

G W

E X

IS

T

IN

G W

(3

E Q

S P A

C8x11.5

C8x11.5

E X

IS

T

IN

G W

E X

IS

T

IN

G W

(3

E Q

S P A

30' - 0" 31' - 8" 31' - 8" 33' - 4"

EXISTING

SKYLIGHT TO BE

REMOVED (TYP.)

EXISTING W10

EXISTING W10

EXISTING W10

C8x11.5

C8x11.5

(3

E Q

S P A

C8x11.5

C8x11.5

(3

E Q

S P A

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IS

T

IN

G W

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IS

T

IN

G W

E X

IS

T

IN

G W

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IS

T

IN

G W

EXISTING

SKYLIGHT TO BE

REMOVED (TYP.)

EXISTING W10

EXISTING W10

C8x11.5

C8x11.5

(3

E Q

S P A

C8x11.5

C8x11.5

(3

E Q

S P A

E X

IS

T

IN

G W

E X

IS

T

IN

G W

E X

IS

T

IN

G W

E X

IS

T

IN

G W

D5

S-101

C5

S-101

D5

S-101

C5

S-101

EXISTING W10

D5

S-101

C5

S-101

EXISTING W10

D5

S-101

C5

S-101

EXISTING W10

D5

S-101

C5

S-101

EXISTING W10

D5

S-101

C5

S-101

EXISTING W10

METAL ROOF DECK -

SEE PLAN NOTES

BEAM -

SEE PLAN

EXISTING

PEMB PURLIN

BEYOND

EXISTING

PEMB PURLIN

EXISTING

BEAM

EXISTING METAL

ROOF DECK

BEARING

1 1/2" MIN.

WELD DECK TO

EXISTING BEAM PER

TYPICAL DETAIL

METAL ROOF DECK -

SEE PLAN NOTES

BEAM -

SEE PLAN

EXISTING

PEMB PURLIN

EXISTING

BEAM

EXISTING METAL

ROOF DECK

WELD DECK TO

EXISTING BEAM PER

TYPICAL DETAIL

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

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Y N

A V

A L

F A

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IL

IT

IE

S E

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E

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G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

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N D

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C O

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N A V A L S

T A T

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B A

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C A

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L E

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N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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AS INDICATED

22 APRIL 2024

C U s e rs \l u c a s .K

A Y

D O

S -D

A N

IE

L

S \D o c u m e n ts

\2

R R

R o o f R e p a ir s

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S-101

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60040111

LGG LGG LGG

ROOF FRAMING PLAN NOTES:

1. EXISTING SKYLIGHT OPENINGS TO BE INFILLED WITH 1 1/2", 20

GAGE, TYPE B, GALVANIZED AND PAINTED METAL ROOF DECK.

SEE TYPICAL ROOF DECK ATTACHMENT DETAIL ON SHEET S-002.

2. SEE TYPICAL CONSTRUCTION DETAILS ON SHEET S-002.

3. SEE GENERAL NOTES ON SHEETS S-001 & S-002.

N

GRAPHIC SCALE: 1/8"=1'-0"

8' 0 4' 8' 16'

1/8" = 1'-0" B3

PARTIAL ROOF FRAMING PLAN

3/4" = 1'-0" D5

SECTION

3/4" = 1'-0" C5

SECTION

GRAPHIC SCALE: 3/4"=1'-0"

1' 0 1' 2' 3'

S Y

M D

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C R

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D A

T E

A P

DRAWING TAG

NORTH ARROW

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

SECTION TAG

BUILDING SECTION TAG

DETAIL TAG

COLUMN GRID

DEMOLITION KEYNOTE TAG

CONSTRUCTION KEYNOTE TAG

ELEVATION BENCHMARK

WALL TYPE TAG

WINDOW TAG

DOOR TAG

ROOM NAME TAG

ROOF AREA TAG

DIMENSIONS

XX

DETAIL/SECTION/ELEVATION TITLE

SCALE: X" = 1'-0"

A

Room Name

A-101

XX

XX

XXXX

101A

0 '- 0"

ELEV

LOCATION COORDINATE

DETAIL TITLE

SCALE

PROJECT NORTH

TRUE NORTH

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

SHEET IDENTIFICATION

LOCATION COORDINATE

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

A-101

A-101

LOCATION COORDINATE

TYPICAL

SHEET IDENTIFICATION

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATION

COLUMN GRID NUMBER IDENTIFICATION

COLUMN GRID LETTER IDENTIFICATION

X

KEYNOTE NUMBER

KEYNOTE NUMBER

ELEVATION DIMENSION

ELEVATION DESCRIPTION

WALL TYPE IDENTIFIER

WINDOW TYPE IDENTIFIER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

DIMENSIONED (WALL, FRAME, ETC.)

FACE OF ELEMENT BEING

DIMENSIONED (WALL, FRAME, ETC.)

CENTERLINE OF ELEMENT BEING

A-101

A ROOF AREA IDENTIFIER

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

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E

E R

IN

G

S Y

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E M

S C

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M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

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PM/DM

BRANCH MANAGER

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FIRE PROTECTION

M

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STCETIHCRA

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60040112

REL REL DJE,III

22 APR 2024

ACAIR CONDITIONING

AB ANCHOR BOLT

ADA AMERICANS WITH DISABILITIES ACT

ABA ARCHITECTURAL BARRIERS ACT

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ATC ACOUSTICAL TILE CEILING

AUX AUXILIARY

BD BOARD

BLDG BUILDING

BL BUILDING LINE

BRG BEARING

CFM CUBIC FEET PER MINUTE

CI CURB INLET / CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CENTIMETER

COL COLUMN

CONC CONCRETE

CPT CARPET

CY CUBIC YARD

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DWG DRAWING

EA EACH / EXHAUST AIR

EJ EXPANSION JOINT

EJ/CJ EXPANSION JOINT & CONTROL JOINT

ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EQ EQUAL

EQUP EQUIPMENT

EW EACH WAY

EX EXHAUST

EXTG EXISTING

EXT EXTERIOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

SYMBOL LEGEND ABBREVIATIONS

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FHB FREEZE-PROOF HOSE BIBB

FT FEET

GA GAGE

GALV GALVANIZED

GPM GALLONS PER MINUTE

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HM HOLLOW METAL

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JT JOINT

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LVT LUXURY VINYL TILE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPG OPENING

PWD PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QT QUARRY TILE

RB RESILIENT BASE

RD ROOF DRAIN

REQ REQUIRED

REV REVERSE READ

READ

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SD SMOKE DETECTOR

SECT BUILDING SECTION

SHT SHEET

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TLT TOILET

TOS TOP OF STEEL

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

W/ WITH

WD WOOD

WH WATER HEATER

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

RTU-2

TU

-1

R

TU

-3

HDU-2

H V

-1

NIC

NIC

NIC

NIC

NIC

7' -1

1"

± 269'-11"

±67'-5" ±71'-0" ±20'-0" ±129'-9"

±5 5'

-0

±1 9'

-8

±1

'-5

±1 6'

-2

C3

A-502

C3

A-502

SIM

C3

A-502

SIM

C3

A-502

C3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-503

A3

A-503

LO

W

LO

W

A3

A-502

HIG

H

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-502

HIG

H

A3

A-502

SIM

HS

HS

VEF-10

EF-8

EF-1

V

V

V

V

V

V

EF-7 EF-5

EF-6

EF-3

V

HS

HS

EF-2

EF-4

EF

EF

EF

EF

EF-9

HS

V

V

SIM

S

IM

ANT

REMOVE STANDING SEAM ROOFING PANELS

AND PEMB INSULATION SYSTEM TO EXPOSE

ROOF PURLINS. THIS MUST BE DONE IN

PHASES TO MAINTAIN BUILDING

WEATHERTIGHTNESS TO THE GREATEST

EXTEND POSSIBLE

REMOVE SKYLIGHTS (TRANSLUCENT PANEL

AND FRAMING SYSTEM)

REMOVE INTERNAL GUTTER FABRICATION,

ROOF DRAINS, CONDUCTOR HEAD, ETC.

REMOVE SCREEN WALLS AND POSTS

REMOVE METAL ROOF WALKWAY SYSTEM

REMOVE ROOF HATCH AND SAFETY RAILS.

PROTECT FOR REINSTALLATION

PROTECT LADDER AND SAFETY CAGE

REMOVE SHEET METAL GUTTERS AND

DOWNSPOUTS IN CONJUNCTION WITH THE

ROOFING SYSTEM REMOVAL PHASING

REMOVE SINGLE PLY MEMBRANE, RIGID

INSULATION, STANDING SEAM ROOFING

PANELS AND PEMB INSULATION SYSTEM TO

EXPOSE ROOF PURLINS. THIS MUST BE

DONE IN PHASES TO MAINTAIN BUILDING

WEATHERTIGHTNESS TO THE GREATEST

EXTEND POSSIBLE

REMOVE/CUT/MODIFY WALL PANELS TO

ACCOMMODATE NEW OVER-FRAMING AND

NEW ROOFING SYSTEM

REMOVE DOWNSPOUT WATER DIFFUSERS

AND PROTECT FOR REINSTALLATION

PROTECT MASS NOTIFICATION SYSTEM

ANTENNA AND CABLING. SYSTEM MUST

REMAIN CONTINUOUSLY OPERATIONAL

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

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

L A

N T

IC

AS INDICATED

S p ro je c ts

\2

\2

C L B ld g

R R

R o o f R e p a ir s \2

D e s ig n \2

D w g s \2

A R

C H

.r v t

/2

/2

:3

:3

P

M

R O

O F

P L

A N

E

X

IS

T

IN

G /D

E M

O L

IT

IO

N

AD101

B U

IL

D

IN

G

R R

R

O O

F R

E P

A

IR

S

60040113

REL REL DJE,III

22 APR 2024

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

A3

ROOF PLAN - EXISTING/DEMOLITION

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

16' 0 8' 16' 32'

N

DEMOLITION KEYNOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

RTU-2

TU

-1

R

TU

-3

HDU-2

H V

-1

NIC

NIC

NIC

NIC

NIC

0.5:12

.5

:1

.5

:1

3:12 3:12

.6

:1

.6

:1

.5

:1

.5

:1

.5

:1

H V

-1

C3

A-502

C3

A-502

SIM

C3

A-502

SIM

C3

A-502

C3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-502

A3

A-503

A3

A-503

LO

W

LO

W

A3

A-502

HIG

H

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-503

LO

W

C3

A-502

HIG

H

A3

A-502

SIM

HS

HS

HS

VEF-10

EF-9

EF-8

EF-1

V

V

V

V

V

V

V

EF-7 EF-5

EF-6

EF-3

V

HS

HS

EF-2

EF-4

EF

EF

EF

EF

A-501

B3 TYP

A-501

B3 TYP

A-501

A1 TYP

A-501

A1 TYP

A-501

A1TYP

A-501

A1TYP

A-501

A1TYP

A-501

A1TYP

A-501

A1TYP

A-501

B1TYP

A-501

B1TYP

A-501

B1TYP

A-501

B1TYP

A-501 A3

A-501

B3 TYP OF 2

AT HDU-2

A-501

A3 TYP OF 3

AT HDU-2

A-501

B5 TYP OF 4

AT HDU-2

A-501 A1

A-501 A1

A-501 A1

A-501

A1 TYP

A-501

B1 TYP

STRUCTURAL RIDGE

A-501

B1 TYP

A-501

B3 TYP

A-501

A1 TYP

A-501

A1 TYP

7 8

V

2 2 2

22 2

ANT

PROVIDE NEW PREFINISHED STEEL ROOF DECKING, ROOF

DECK AIR AND MOISTURE BARRIER, RIGID ROOF

INSULATION IN FULL APPLICATION OF INSULATION

SYSTEM ADHESIVE AND MODIFIED BITUMEN ROOFING

SYSTEM. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

INFILL ROOF FRAMING WHERE SKYLIGHTS ARE

DEMOLISHED PRIOR TO INSTALLING NEW ROOF DECKING.

SEE STRUCTURAL DRAWINGS

TEMPORARILY DISCONNECT AND LIFT ROOFTOP

MECHANICAL UNITS FOR ROOFING SYSTEM

INSTALLATION. EXTEND CURBS TO MAINTAIN CLEARANCE

ABOVE ROOFING SURFACE. RECONNECT UNITS AND

CONFIRM PROPER FUNCTIONALITY

PROVIDE NEW MODIFIED BITUMEN ROOFING SYSTEM

WALKPADS AT ROOFTOP MECHANICAL EQUIPMENT,

ROOF HATCH AND ROOF LADDERS

REINSTALL ROOF HATCH AND SAFETY RAILS

REINSTALL LADDER AND SAFETY CAGE

7 NEW SHEET METAL GUTTER

RECONNECT EXISTING DOWNSPOUTS AND MAINTAIN

CONNECT TO EXISTING STORM DRAIN SYSTEM WHERE

EXISTING CONNECTIONS EXIST

RECONNECT EXISTING DOWNSPOUTS AND PROVIDE

MODIFIED BITUMEN ROOFING SYSTEM WALKPADS AT

EACH OUTLET ONTO LOWER ROOF AREAS

MODIFY/CUT WALL PANELS TO ACCOMMODATE NEW

OVER-FRAMING AND NEW ROOFING SYSTEM

LARGE RIGID INSULATION CRICKET. MODIFY/CUT

EXISTING PEMB WALL PANELS TO ACCOMMODATE NEW

SLOPED ROOF SURFACE

PROTECT MASS NOTIFICATION SYSTEM ANTENNA AND

CABLING. SYSTEM MUST REMAIN CONTINUOUSLY

OPERATIONAL

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SERIES A-5XX SHEETS FOR ROOFING DETAILS

3. PROTECT MATERIALS AND SYSTEMS THAT ARE SCHEDULED TO

REMAIN

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

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

L A

N T

IC

AS INDICATED

S p ro je c ts

\2

\2

C L B ld g

R R

R o o f R e p a ir s \2

D e s ig n \2

D w g s \2

A R

C H

.r v t

/2

/2

:3

:3

P

M

R O

O F

P L

A N

C

O N

S T

R U

C T

IO

N

A-101

B U

IL

D

IN

G

R R

R

O O

F R

E P

A

IR

S

60040114

REL REL DJE,III

22 APR 2024

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

16' 0 8' 16' 32'

N

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

A3

ROOF PLAN - CONSTRUCTION

CONSTRUCTION KEYNOTESGENERAL CONSTRUCTION NOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

MODIFIED BITUMEN

ROOFING SYSTEM

(1) 1" LAYER AND (2) 2" LAYERS RIGID INSULATION.

STAGGER JOINTS IN FULL APPLICATION OF

INSULATION SYSTEM ADHESIVE

STRUCTURAL METAL

ROOF DECKING.

PREFINISHED WHITE

ROOF DECK AIR AND

MOISTURE BARRIER

EXISTING PEMB ROOF

PURLINS TO REMAIN

REMOVE STANDING

SEAM METAL ROOFING

SYSTEM

REMOVE PEMB INSULATION

SYSTEM AND THERMAL

BLOCKS

EXISTING PEMB ROOF

PURLINS TO REMAIN

EXISTING NEW

(1) 1/2" LAYER SYSTEM COVER BOARD IN FULL

APPLICATION OF INSULATION SYSTEM ADHESIVE

A-501 D4

8" M

IN

3" 6"

1/

2"

LEAD VENT STACK FLASHING

ELASTOMERIC CEMENT

SET FLANGE IN A BED OF

ROOFING CEMENT

MODIFIED BITUMEN

ROOFING SYSTEM

SYSTEM COVER BOARD

POLYISOCYANURATE

INSULATION

NOTES:

1. TWO PLY STRIPPING IS TO BE UTILIZED AT ALL SIMILAR FLASHING CONDITIONS

2. VENT PIPE SIZES VARY. CONFIRM IN THE FIELD

3. METAL SURFACES THAT ARE TO RECEIVE BITUMEN MUST BE COATED WITH ASPHALT PRIMER

8" M

IN

INSULATED

CURB

ROUTE ELECTRICAL

CONDUIT INSIDE THE

CURB

DUCT WALL INSIDE

CURB

FILL VOIDS BETWEEN

THE DUCT AND CURB

WITH BATT

INSULATION

MECHANICAL EQUIPMENT

24 GAUGE STAINLESS STEEL

COUNTER FLASHING

STAINLESS STEEL HEX

WASHER SCREWS WITH

INTEGRAL GASKETS

EXHAUST/INTAKE STACK

STAINLESS STEEL CAP FLASHING.

SECURE TO STACK WITH A HEAVY

DUTY STAINLESS STEEL BAND CLAMP

SET HOT STACK COLLAR FLASHING

IN A FULL BED OF ROOFING

SYSTEM MASTIC

MODIFIED BITUMEN

ROOFING SYSTEM

MINERAL WOOL INSULATION

HIGH TEMPERATURE

SEALANT

CLEAR

1 1/2" MINIMUM

1/

2"

3"

8" M

IN

GRANULAR SURFACED

MODIFIED CAP SHEET

MODIFIED BASE SHEET

SYSTEM COVER BOARD

POLYISOCYANURATE INSULATION

WITH STAGGER JOINTS IN FULL

APPLICATION OF INSULATION

SYSTEM ADHESIVE

ROOF DECK AIR

AND MOISTURE

BARRIER

EQUIPMENT POST

STAINLESS STEEL CAP FLASHING.

SECURE TO PIPE WITH A HEAVY DUTY

STAINLESS STEEL BAND CLAMP

MODIFIED BITUMEN

ROOFING SYSTEM

PIPE FLASHING AND

STRIPPING

MODIFIED BITUMEN

ROOFING SYSTEM

SEALANT

8" M

IN

PIPE, CONDUIT, LIGHTNING

PROTECTION CONDUCTOR

PENETRATION, ETC.

STAINLESS STEEL CAP FLASHING.

SECURE TO STACK WITH A HEAVY

DUTY STAINLESS STEEL BAND CLAMP

SET PITCH POCKET PAN

FLASHING IN A FULL BED OF

ROOFING SYSTEM MASTIC

MODIFIED BITUMEN

ROOFING SYSTEM

SEAL DECK OPENING ALL

AROUND TO PREVENT

POURABLE SEALER FROM

ENTERING BUILDING

SEALANT

1/ 2"

3"

8" M

IN

FILL PITCH POCKET FULL WITH

ROOFING SYSTEM POURABLE SEALER.

CROWN TOP TO SHED WATER

NO SEALANT BETWEEN

GUTTER AND COVER TRIM

NO PENETRATIONS

BELOW NAILING LINE

SILICONE SEALANT

1" MINIMUM OR IN ACCORDANCE

WITH SMACNA RECOMMENDED

ASSEMBLY DETAILS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

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

L A

N T

IC

AS INDICATED

S p ro je c ts

\2

\2

C L B ld g

R R

R o o f R e p a ir s \2

D e s ig n \2

D w g s \2

A R

C H

.r v t

/2

/2

:3

:3

P

M

R O

O F

IN

G

D E

T A

IL

S

A-501

B U

IL

D

IN

G

R R

R

O O

F R

E P

A

IR

S

60040115

REL REL DJE,III

22 APR 2024

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1"

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

D2

ROOFING SYSTEM ASSEMBLY DETAIL

SCALE: 3" = 1'-0"

B1

VENT THROUGH ROOF DETAIL

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

A1

MECHANICAL CURB DETAIL

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

B3

HOT STACK DETAIL

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

D4

MODIFIED BITUMEN ROOFING SYSTEM DETAIL

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

B5

EQUIPMENT POST DETAIL

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

A3

PITCH POCKET DETAIL

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

A5

GUTTER EXPANSION JOINT DETAIL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

EXISTING

EXISTING PEMB ROOF

PURLINS TO REMAIN

DEMOLISH EXISTING

STANDING SEAM SHEET

METAL ROOFING, TRIM,

CLIPS, THERMAL

BLOCKS, ETC.

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

PANELS

EXISTING PEMB WALL

GIRTS

EXISTING PEMB WALL

GIRTS

DEMOLISH

EXISTING SHEET

METAL GUTTER

DEMOLISH EXISTING PEMB

ROOF INSULATION

SYSTEM AND SHEET LINER

EXISTING SHEET

METAL DOWNSPOUT

2 6 2 6 2 6

NEW

EXISTING PEMB WALL

PANELS

EXISTING PEMB WALL

GIRTS

EXISTING PEMB WALL

GIRTS

CONTINUOUS TREATED

WOOD NAILERS

SHEET METAL FASCIA

WITH CONTINUOUS

CLEAT

SHEET METAL FASCIA AND

CONTINUOUS CLEAT

EXISTING SHEET METAL

DOWNSPOUT TO REMAIN

MODIFIED BITUMEN

ROOFING SYSTEM

(1) 1" LAYER AND (2) 2" LAYERS RIGID

INSULATION IN FULL APPLICATION OF

INSULATION SYSTEM ADHESIVE.

STAGGER JOINTS

STRUCTURAL METAL

ROOF DECKING.

PREFINISHED WHITE

ROOF DECK AIR AND

MOISTURE BARRIER

EXISTING PEMB ROOF

PURLINS TO REMAIN

(1) 1/2" LAYER SYSTEM COVER

BOARD IN FULL APPLICATION OF

INSULATION SYSTEM ADHESIVE

EXISTING PEMB

STRUCTURAL STEEL

SHEET GUTTER TO

MATCH EXISTING.

APPROXIMATELY

8"x8". GUTTER HANGERS

AT 2'-0" ON CENTER

SHEET METAL

DOWNSPOUT TRANSITION

A-501 D2

FILL EAVE WITH MINERAL

FIBER BATT INSULATIONEXISTING PEMB WALL

INSULATION TO REMAIN

EXISTING PEMB WALL

INSULATION

CONTINUOUS STEEL ANGLE. SEE

STRUCTURAL DRAWINGS

EXISTING

EXISTING PEMB ROOF

PURLINS TO REMAIN

DEMOLISH EXISTING STANDING

SEAM SHEET METAL ROOFING,

TRIM, CLIPS, THERMAL BLOCKS,

ETC.

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

PANELS

EXISTING PEMB WALL

GIRTS

EXISTING PEMB WALL

GIRTS TO REMAIN

DEMOLISH EXISTING

PEMB RAKE TRIM

DEMOLISH EXISTING PEMB ROOF

INSULATION SYSTEM AND SHEET

LINER

2 6 2 6 2 6

E Q

E Q

E Q

E Q

7"

3/ 4"

3/ 4"

MODIFIED BITUMEN

ROOFING SYSTEM

(1) 1" LAYER AND (2) 2" LAYERS RIGID INSULATION

IN FULL APPLICATION OF INSULATION SYSTEM

ADHESIVE. STAGGER JOINTS

STRUCTURAL METAL

ROOF DECKING.

PREFINISHED WHITE

ROOF DECK AIR AND

MOISTURE BARRIER

EXISTING PEMB ROOF

PURLINS TO REMAIN

(1) 1/2" LAYER SYSTEM COVER BOARD IN FULL

APPLICATION OF INSULATION SYSTEM ADHESIVE

NEW

A-501 D2

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

PANELS

EXISTING PEMB WALL

GIRTS

EXISTING PEMB WALL

GIRTS

CONTINUOUS TREATED

WOOD NAILERS

SHEET METAL FASCIA

WITH CONTINUOUS

CLEAT

±1

SHEET METAL FASCIA

SHEET METAL FASCIA

CONTINUOUS CLEAT

FILL RAKE WITH MINERAL

FIBER BATT INSULATION

CONTINUOUS STEEL ANGLE. SEE

STRUCTURAL DRAWINGS

EXISTING PEMB WALL

INSULATION TO REMAIN EXISTING PEMB WALL

INSULATION

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

T

T C

E

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A N

I

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N

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R

N

DE

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ER

III

C

N

NRB E

E W

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

L A

N T

IC

AS INDICATED

S p ro je c ts

\2

\2

C L B ld g

R R

R o o f R e p a ir s \2

D e s ig n \2

D w g s \2

A R

C H

.r v t

/2

/2

:3

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P

M

R O

O F

IN

G

D E

T A

IL

S

A-502

B U

IL

D

IN

G

R R

R

O O

F R

E P

A

IR

S

60040116

REL REL DJE,III

22 APR 2024

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

C3

TYPICAL EAVE DETAIL

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

A3

TYPICAL RAKE DETAIL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

INSULATION TO REMAIN

EXISTING PEMB WALL

GIRTS TO REMAIN

DEMOLISH EXISTING

PEMB COUNTERFLASHING

AND TRIM

EXISTING NEW

NEW PEMB WALL GIRT

AT BASE FLASHING

CONDITION

EXISTING PEMB

STRUCTURAL STEEL

RESTORE PEMB WALL

INSULATION FOLLOWING

WALL GIRT INSTALLATION

CONTINUOUS STEEL ANGLE. SEE

STRUCTURAL DRAWINGS

EXISTING PEMB WALL

GIRT

2 6

MODIFIED BITUMEN

ROOFING SYSTEM

(1) 1" LAYER AND (2) 2" LAYERS

RIGID INSULATION IN FULL

APPLICATION OF INSULATION

SYSTEM ADHESIVE. STAGGER

JOINTS

STRUCTURAL METAL

ROOF DECKING.

PREFINISHED WHITE

ROOF DECK AIR AND

MOISTURE BARRIER

(1) 1/2" LAYER SYSTEM COVER

BOARD IN FULL APPLICATION OF

INSULATION SYSTEM ADHESIVE

A-501 D2

MODIFIED BITUMEN

ROOFING SYSTEM

BASE FLASHING

FIBERBOARD CANT

REMOVE AND CUT

EXISTING PEMB WALL

PANELS TO SHORTEN

SHEET METAL

COUNTERFLASHING.

LAP SPLICES 4" MIN

8" M

IN

3"

PROVIDE PANEL

CLOSURES AT SHORTENED

WALL PANELS

3/4" EXTERIOR GRADE T&G

PLYWOOD

EXISTING PEMB ROOF

PURLINS TO REMAIN

DEMOLISH EXISTING

STANDING SEAM SHEET

METAL ROOFING, TRIM, CLIPS,

THERMAL BLOCKS, ETC.

DEMOLISH EXISTING PEMB

ROOF INSULATION SYSTEM

AND SHEET LINER

EXISTING PEMB

STRUCTURAL STEEL

REMOVE AND CUT

EXISTING PEMB WALL

PANELS TO SHORTEN

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

INSULATION TO REMAIN

EXISTING PEMB WALL

GIRTS TO REMAIN

EXISTING NEW

EXISTING PEMB

STRUCTURAL STEEL

EXISTING PEMB WALL

INSULATION

EXISTING PEMB WALL

GIRTS

3"

8" M

IN

MODIFIED BITUMEN

ROOFING SYSTEM

(1) 1" LAYER AND (2) 2" LAYERS RIGID

INSULATION IN FULL APPLICATION OF

INSULATION SYSTEM ADHESIVE.

STAGGER JOINTS

STRUCTURAL METAL

ROOF DECKING.

PREFINISHED WHITE

ROOF DECK AIR AND

MOISTURE BARRIER

(1) 1/2" LAYER SYSTEM COVER BOARD IN

FULL APPLICATION OF INSULATION

SYSTEM ADHESIVE

A-501 D2

RIGID INSULATION CRICKET IN FULL

APPLICATION OF INSULATION SYSTEM

ADHESIVE. STAGGER JOINTS

MODIFIED BITUMEN

ROOFING SYSTEM

BASE FLASHING

FIBERBOARD CANT

REMOVE AND CUT

EXISTING PEMB WALL

PANELS TO SHORTEN

SHEET METAL

COUNTERFLASHING.

LAP SPLICES 4" MIN

PROVIDE PANEL

CLOSURES AT SHORTENED

WALL PANELS

NEW SLOPED PEMB WALL GIRTS

AT BASE FLASHING CONDITION.

1'-4" ON CENTER VERTICALLY MAX

RESTORE PEMB WALL

INSULATION FOLLOWING

WALL GIRT INSTALLATION

CONTINUOUS STEEL ANGLE.

SEE STRUCTURAL DRAWINGS

3/4" EXTERIOR GRADE T&G

PLYWOOD

D

IM

E N

S

IO

N V

A R

IE

S

W

IT

H S

LO

P

E O

F C

R

IC

K E

T

DEMOLISH EXISTING

INTERNAL GUTTER, ROOF

DRAINS AND PIPING

EXISTING PEMB ROOF

PURLINS TO REMAIN

DEMOLISH EXISTING

STANDING SEAM SHEET

METAL ROOFING, TRIM, CLIPS,

THERMAL BLOCKS, ETC.

DEMOLISH EXISTING PEMB

ROOF INSULATION SYSTEM

AND SHEET LINER

EXISTING PEMB

STRUCTURAL STEEL

REMOVE AND CUT

EXISTING PEMB WALL

PANELS TO SHORTEN

DEMOLISH EXISTING

INTERNAL GUTTER

FRAMING NEW PEMB PURLIN

2 6

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

B A

S E

C A

M P

L E

J E

U N

E

N C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

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LAR

CAROLINANORTH

50679

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IT

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S

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E E

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IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

A T

L A

N T

IC

AS INDICATED

S p ro je c ts

\2

\2

C L B ld g

R R

R o o f R e p a ir s \2

D e s ig n \2

D w g s \2

A R

C H

.r v t

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P

M

R O

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S

A-503

B U

IL

D

IN

G

R R

R

O O

F R

E P

A

IR

S

60040117

REL REL DJE,III

22 APR 2024

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

C3

TYPICAL BASE FLASHING DETAIL

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

A3

BASE FLASHING DETAIL AT EXISTING INTERNAL GUTTER

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

ELECTRICAL ABBREVIATIONS

A INDICATES A DEVICE IS MOUNTED

WITH BOTTOM OF BOX 1 1/2" ABOVE

BACKSPLASH UNLESS NOTED OTHERWISE.

AFF ABOVE FINISHED FLOOR

AG COMBINATION OF 'A' AND 'G'

ARCH ARCHITECT

C INDICATES A DEVICE IS FLUSH

MOUNTED IN CEILING TILE.

EX. EXISTING

EXT. EXTERIOR

FAH FAHRENHEIT

FURN FURNITURE

G INDICATES A DEVICE WITH INTEGRAL

GROUND FAULT INTERRUPTER (GFI)

PROTECTION.

GFI SAME AS 'G'

IG DEVICE MUST HAVE ISOLATED

GROUND AND WILL REQUIRE ISOLATED

GROUND CIRCUITRY.

J.B. JUNCTION BOX

NTS NOT TO SCALE

OC ON CENTER

PROV PROVIDED BY

S INDICATES DEVICE IS SURFACE

MOUNTED.

W/ WITH

WP INDICATES A DEVICE THAT IS

WEATHER-PROOF AND RATED FOR

EXTERIOR TEMPERATURES.

MDP MAIN DISTRIBUTION PANEL

MOTOR SWITCH

DISCONNECT SWITCH - FUSIBLE

JUNCTION BOX

44" A.F.F. TO BOTTOM

UNLESS OTHERWISE NOTED

16" A.F.F. TO BOTTOM

POWER RECEPTACLE

DUPLEX RECEPTACLE

4-WAY WALL SWITCH

3-WAY WALL SWITCH

SINGLE POLE WALL SWITCH

PER CKT BKR

MINIMUM SIZE

BRANCH CIRCUIT

HOME RUN TO PANEL INCLUDING GROUND

DOWNLIGHT / PENDANT STYLE. SEE FIXTURE SCHEDULE.

PLANS

QUAD RECEPTACLE

ISOLATED GROUND DUPLEX

SEE WALL RATING LEGEND FOR WALL TYPES AND SYMBOLS.

ELECTRICAL TRANSFORMER

OVERHEAD FIXTURE OR AS NOTED. SEE FIXTURE SCHEDULE

EXIT SIGN, FACES AND ARROWS AS INDICATED. SEE FIXTURE

SCHEDULE.

EMERGENCY FIXTURE. SEE FIXTURE SCHEDULE.

SLASHES OR HALF SHADING INDICATE FIXTURES CONNECTED

AHEAD OF ALL SWITCHING TO OPERATE AS NIGHT LIGHTS

(FIXTURES WILL BE ON 24/7)

ALL DUPLEX AND QUAD RECEPTACLES MUST BE NEMA 5-20R UNO.

SEE MOTION SENSOR LEGEND FOR THIS AND OTHER SWITCH TYPES.

ELECTRICAL PANEL

SLIDE TYPE DIMMER SWITCH

APPROPRIATE FOR LOAD SERVED

ELECTRICAL LEGEND

DETAILS

A

C.T.

M

20/4

T.C.

SPD

ELECTRICAL PANEL OR AS NOTED

C.T. CABINET

METER BASE AND METER

FUSIBLE DISCONNECT, FRAME AND FUSE

SIZE AS INDICATED.

TRANSFORMER, SIZE AND DESIGNATION AS NOTED.

PRIMARY VOLTAGE AS NOTED FOR PRIMARY FEED.

SECONDARY VOLTAGE AS NOTED FOR LOAD

SUPPLIED.

DESIGNATION

KVA RATING

T_ 112.5

CONTACTOR, AMPACITY / POLES AS INDICATED

TIMECLOCK

SURGE PROTECTIVE DEVICE

LINETYPES

SYMBOLS SHOWN BELOW ARE TO INDICATE NEW DEVICES OR

NEW LOCATIONS OF EXISTING DEVICES. SEE LINETYPE

LEGEND FOR DISTINCTION OF EXISTING DEVICES TO REMAIN

AND DEMOLITION DEVICES.

NEW DEVICE OR RELOCATED EXISTING DEVICE.

EXISTING DEVICE TO REMAIN.

EXISTING DEVICE BEING REMOVED OR RELOCATED.

NEW UNDERGROUND OR UNDERSLAB CONNECTION.

EXISTING AND DEMO UNDERGROUND IS NOTED WITH

EXISTING OR DEMO LINETYPE. NEW CONNECTIONS NOT

SPECIFICALLY SHOWN WITH UNDERGROUND LINETYPE

ARE NOT NECESSARILY RUN OVERHEAD UNLESS NOTED

AS SUCH.

S

S 3

S 4

J

S M

S D

SERVICE GROUND

S S

200/3

200A

FRAME SIZE

FUSE SIZE

GENERAL NOTES AND REQUIREMENTS.

WORKMANSHIP MUST CONFORM TO NECA PUBLICATION "STANDARDS OF INSTALLATION."1.

2. INSTALLATION MUST COMPLY WITH NATIONAL ELECTRICAL CODE, INTERNATIONAL BUILDING

CODE, AND ALL REQUIREMENTS OF THE LOCAL INSPECTOR (FURNISH INSPECTION

CERTIFICATE). ALL WORK MUST BE BY LICENSED ELECTRICAL CONTRACTOR.

THE CONTRACTOR MUST REFER TO THE ARCHITECTURAL PLANS FOR FLOOR PLAN DIMENSIONS.

DO NOT SCALE THESE DRAWINGS.

3.

4. THE CONTRACTOR MUST COORDINATE ANY AND ALL WORK WITH OTHER TRADES INVOLVED IN

THE PROJECT, PRIOR TO INSTALLATION OF ELEC. EQUIPMENT, SO AS TO AVOID CONFLICTS

DURING CONSTRUCTION AND TO ALLOW FOR OPTIMUM MAINTENANCE AND WORKING SPACE.

ALL BRANCH CIRCUITS MUST BE IN ZINC-COATED EMT OR RIGID CONDUIT AS PERMITTED OR

REQUIRED BY THE NATIONAL ELECTRICAL CODE. SCHEDULE 40 PVC CONDUIT MAY BE USED

ONLY FOR THE SECONDARY UNDERGROUND SERVICE, THE UNDERGROUND TELEPHONE

SERVICE CONDUIT, AND BRANCH CIRCUIT TELEPHONE SYSTEM CONDUITS LOCATED BELOW THE

FLOOR SLAB ON GRADE OR BURIED ON THE EXTERIOR OF THE BUILDING, OR IN CONCRETE

BLOCK WALLS. ALL CONDUIT MUST BE 3/4" MINIMUM SIZE EMT FITTINGS MUST BE STEEL

COMPRESSION OR SET SCREW TYPE.

5.

ALL CONDUCTORS MUST BE COPPER TYPE THHN OR THWN, SOLID FOR #10 AWG OR #12 AWG,

AND STRANDED FOR ALL LARGER SIZES. MINIMUM CONDUCTOR SIZE MUST BE #12.

6.

ALL WIRE AND CONDUIT SIZES ARE BASED ON 75° C THHN WIRE UNLESS OTHERWISE NOTED.

ALL TERMINATIONS & DEVICES MUST BE RATED FOR 75°C.

7.

8. CONDUITS MAY BE RUN EXPOSED IN MECHANICAL AREAS. CONDUITS MUST BE RUN PARALLEL

OR PERPENDICULAR TO STRUCTURAL ELEMENTS AND MUST BE RUN IN GROUPS. SEAL ALL

PENETRATIONS AIR TIGHT AROUND ALL CONDUITS WHEN PASSING INTO MECHANICAL ROOMS.

ALL LIGHT FIXTURES MUST BE SUPPORTED INDEPENDENTLY OF THE SUSPENDED CEILING

SYSTEM.

9.

10. WHERE FIRST OUTLET ON BRANCH CIRCUIT IS GREATER THAN 65 FEET FROM THE PANELBOARD, SEE VOLTAGE DROP SCHEDULE.

ALL MOUNTING HEIGHTS ARE GIVEN TO THE BOTTOM OF THE DEVICE UNLESS NOTED

OTHERWISE.

11.

12. THE LOCATION OF ALL WALL MOUNTED DEVICES, INCLUDING MOUNTING HEIGHTS, MUST BE

FIELD VERIFIED PRIOR TO INSTALLATION.

ALL FUSES, DISCONNECT SWITCHES, AND BREAKER SIZES, SHOWN FOR MECHANICAL

EQUIPMENT, MUST BE VERIFIED BEFORE THE PURCHASE OR INSTALLATION OF SAID EQUIPMENT, WITH THE EQUIPMENT SUPPLIER AND THE CONTRACTOR.

13.

14. ALL DISCONNECT…