1614696dwg15of22_ARCH-BUILD.pdf

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Attached to
P-095 Pier 3 Recap Naval Station Norfolk, VA
Solicitation number
N4008521R0219
Issued by

About this file

This solicitation is for architectural and engineering design services for the replacement of Submarine Pier 3 at Naval Station Norfolk in Virginia. Key details include the design of a new Utility Services Building, guard booth, and signage. The solicitation includes architectural drawings and specifications to inform proposals. The Navy Facilities Engineering Command is the contracting agency. The period of performance is 12 months from the award date. Pricing will be fixed-price. The solicitation closes on May 12, 2021, with award by July 2021.

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Other files

File Type Posted
Amendment 0010 and 0011.pdf PDF
Amendment 0009.pdf PDF
Amendment 0008.pdf PDF
MIL-STD-767 REV G.pdf PDF
Amendment 0007.pdf PDF
1614696Amend0006dwg 1of1.pdf PDF
Attachment K- PIEE Vendor Access Instructions.pdf PDF
1614696Amend0006spc 1of1.pdf PDF
Amendment 0006.pdf PDF
Pier 3 Contractor Laydown Map.pdf PDF
Attachment H - Price Proposal Form Revised 3.docx DOCX document
Amendment 0005.pdf PDF
Attachment G - Small Business Subcontracting Plan Template Revised.pdf PDF
Amendment 0004.pdf PDF
1614696Amend0004dwg 1of1.pdf PDF
Composite Camel Reference Drawings.pdf PDF
Attachment C - Construction and Design Experience Project Data Sheet.docx DOCX document
Attachment H - Price Proposal Form Revised 2.pdf PDF
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
P095 Site Visit Log.pdf PDF
Attachment H-Price Proposal Form Revised.docx DOCX document
Amendment 0001.pdf PDF
Attachment E - Historical SB Utilization.docx DOCX document
1614696spc05of19_APP-A4.pdf PDF
1614696Amend0001dwg 2of4.pdf PDF
1614696dwg11of22_STRUCT-PIER.pdf PDF
1614696spc11of19_APP-B3.pdf PDF
1614696dwg20of22_ELEC-BUILD.pdf PDF
1614696spc10of19_APP-B2.pdf PDF
1614696spc17of19_APP-E.pdf PDF
Attachment A - PPI Log.doc DOC document
1614696dwg04of22_GEOTECH.pdf PDF
Attachment G - Small Business Subcontracting Plan Template.doc DOC document
1614696dwg13of22_MECH-PIER.pdf PDF
1614696dwg06of22_CIVIL-SITE.pdf PDF
1614696spc16of19_APP-D.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
1614696spc02of19_APP-A1.pdf PDF
Attachment I - ODP Badge Access Request.xls XLS spreadsheet
1614696dwg22of22_CAT_PROTECT.pdf PDF
1614696spc15of19_APP-C.pdf PDF
1614696dwg14of22_ELEC-PIER.pdf PDF
1614696Amend0001dwg 4of4.pdf PDF
1614696dwg10of22_STRUCT-PIER.pdf PDF
1614696spc06of19_APP-A5.pdf PDF
1614696spc01of19.pdf PDF
Attachment B - SECNAV 5512.pdf PDF
1614696dwg12of22_FIRE-PIER.pdf PDF
1614696dwg18of22_MECH-BUILD.pdf PDF
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Text version

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALTY ITEM NUMBER

SPECIALTY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

S3.1

PARTITION IN PLAN

MATCHLINE

MATCHLINE SEE SHEET A-###

DOOR NUMBER

DOOR TAG101

X

LOUVER TYPE LETTER

LOUVER TYPE TAG

L1

1. WORK MUST COMPLY WITH APPLICABLE CODES AND STANDARDS AS

LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY

CRITERIA BY THE AUTHORITY HAVING JURISDICTION.

2. DIMENSIONS MUST GOVERN. DETAILS MUST GOVERN OVER PLANS

AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS MUST GOVERN

OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS.

3. MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR

SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF

QUALITY.

4. CONSTRUCTION MUST MEET OR EXCEED LOCAL INDUSTRY

STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM

QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION.

INCORPORATE DETAILS AT CONDITIONS UNLESS NOTED OTHERWISE.

5. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS,

SECTIONS OR ELEVATIONS.

6. PAINT, STAIN, OR COAT EXPOSED SURFACES OF CONSTRUCTION

UNLESS NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.

7. OPENING DIMENSIONS ARE NOMINAL. FIELD MEASURE OPENINGS

AND COORDINATE WITH THE SUPPLIER FOR DOORS AND WINDOWS.

8. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS,

WHERE REQUIRED.

9. SEAL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND

INTERIOR SURFACES AGAINST MOISTURE AND AIR INFILTRATION.

10. SEAL AROUND DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-

MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL

SURFACES.

11. COORDINATE PENETRATIONS IN THE STRUCTURE FOR THE

INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWINGS

FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT

PENETRATIONS IN STEEL, CONCRETE OR MASONRY.

12. PROVIDE ACCESS DOORS OR PANELS FOR SERVICING OF PIPING,

DUCTWORK, CABLE TRAYS, FIRE DAMPERS. PROPOSED ACCESS

DOOR LOCATIONS TO BE SUBMITTED FOR APPROVAL PRIOR TO

INSTALLATION.

13. PROVIDE HVAC, PLUMBING, GAS OR ELECTRIC SERVICE

CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT

INDICATED (WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR

BY OTHERS).

14. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED

ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT

ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK,

ELECTRICAL CONDUIT.

15. DO NOT REPRODUCE DRAWINGS CONTAINED IN THIS SET FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE

CONTRACTOR.

16. BECOME ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

REPORT DISCREPANCIES BETWEEN THE DRAWINGS AND THE

CONDITIONS TO THE CONTRACTING OFFICER FOR RESOLUTION

PRIOR TO PROCEEDING WITH THE WORK.

17. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS

UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE

CONTRACTOR IN WRITING FOR CONDITIONS DETRIMENTAL TO THE

EXECUTION OF THE INSTALLERS WORK. DO NOT PROCEED UNTIL

UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION

MUST CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR

CONDITIONS.

18. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MEANS THAT THE

CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE OF

CONDITIONS THROUGHOUT.

ROOM NAME

A1 A-101

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A101 INTERIOR ELEVATION

TAG

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1 A-101

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

GENERAL PROJECT SYMBOLS

A1 A-101

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-101

BUILDING

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

A-101 A1

OH

A1.

A1

A1.

A1.

DETAIL NUMBER

SCALE

SHEET

REFERENCED FROM

A1

DETAIL TITLE

1/8" = 1'-0" (A-101)

PLAN

NORTH

SCALE

TRUE NORTH

A1

DETAIL TITLE

1/8" = 1'-0" (A-101)

SHEET

REFERENCED FROM

MATERIALS LEGEND

DIMENSIONAL LUMBER

WOOD BLOCKING

S E

C T

IO

N

V

IE

W

CAST-IN-PLACE CONCRETE

EARTH/COMPACT FILL

BRICK

SAND/MORTAR/PLASTER

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

GYPSUM BOARD

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

L K

N

O R

F O

L K

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IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

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LA

S S

IF

IE

D

P

LO

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E D

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N A

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DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

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D E

S C

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IP

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IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

N A

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L F

A C

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JAMES E. DONAHUE, R.A.

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1614696

ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

PROJ PROJECT

PVC POLYVINYL CHLORIDE

-R-

R RADIUS

RCP REFLECTIVE CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE (ASK INT)

REFER REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

-S-

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SID STRUCTURAL INTERIOR DESIGN (ASK

INT)

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE, AS IN "SQ FT"

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYS SYSTEM

-T-

TD TRENCH DRAIN

TECH TECHNICAL

THRU THROUGH

TLT TOILET

TO TOP OF, AS IN "TO STEEL"

TYP TYPICAL

-U-

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

-V-

VENT VENTILATE, VENTILATOR

VERT VERTICAL

VOL VOLUME

-W-

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

FT FEET / FOOT

-G-

GA GAUGE

GALV GALVANIZED

GL GIRT LINE

GYP GYPSUM

GYP BD /

GWB

GYPSUM BOARD

-H-

H / HT HEIGHT

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION & AIR

CONDITIONING

-I-

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

-J-

JAN JANITOR'S CLOSET

-L-

L LEFT, LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB or # POUND

LVR LOUVER

-M-

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR /

MNFR

MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

-N-

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

-O-

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

-P-

PERIM PERIMETER

PKG PACKAGE

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

-A-

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

-B-

BD BOARD

BLDG BUILDING

BO BOTTOM OF, AS IN "BO STEEL"

-C-

CAB CABINET

CID COMPREHENSIVE INTERIOR DESIGN

CJ CONTROL JOINT, CONSTRUCTION

JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CORR CORRUGATED OR CORRIDOR

-D-

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

-E-

EA EACH

EEW EMERGENCY EYEWASH

EEWS EMERGENCY EYEWASH & SHOWER

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION, AS IN HEIGHT

ELEC /

ELECT

ELECTRIC / ELECTRICAL

ELEV ELEVATOR, OR ELEVATION AS IN

NORTH ELEV

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH (ETCETERA)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

-F-

FD FLOOR DRAIN

FE FIRE EXTINGUISHER WITH WALL

BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES & EQUIPMENT

FHC FIRE HOSE CABINET (WITH

EXTINGUISHER & BRACKET)

FHR FIRE HOSE REEL (WITH EXTINGUISHER

& BRACKET)

FIN FINISHED, FINISH

FLR FLOOR

FP FIRE PROTECTION

T

UP UP

FRESH WATER PUMP ROOM

USB2

PURE WATER ROOM

USB3

MEDIUM PRESSURE AIR ROOM

USB4

HIGH PRESSURE AIR ROOM

USB5

TELECOM ROOM

USB8

MAIN ELECTRICAL ROOM

USB6

GENERATOR ROOM

USB7

EQUIPMENT YARD

USB0

322' - 7"

C1

A-201

1 2 3 4 5 76

A

B

C

D

TRAILERS FOR

PURE WATER

NITROGEN

CYLINDER TANKS

FUEL OIL TANKS

FIRE PUMP

USB1

TRANSFORMER

42' - 10 1/2" 35' - 10" 98' - 10" 89' - 4 1/2" 23' - 4" 30' - 4 1/2"

/2

/2

FIRE ALARM CLOSET

USB9

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

GENERAL FLOOR PLAN NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET A-001.

2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE

CONTINUOUS ACROSS DOOR OPENINGS.

3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO

PARTITION TYPES SHEET.

4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION.

6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE

WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

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N A

V A

L S

T A

T

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N N

O R

F O

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F O

L K

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G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

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LA

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IF

IE

D

P

LO

T T

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F

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N A

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DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

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IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

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A N

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

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12829376

BSG BSG

1614696

1/16" = 1'-0" C1

OVERALL FLOOR PLAN

KEY PLAN

8' 16' 32'0'

PLAN

NORTH

PLAN

NORTH

ROOM DESIGNATION

NUMBER NAME AREA

USB0 EQUIPMENT YARD 1159.29 SF

USB1 FIRE PUMP 462.69 SF

USB2 FRESH WATER PUMP ROOM 421.24 SF

USB3 PURE WATER ROOM 1728.87 SF

USB4 MEDIUM PRESSURE AIR ROOM 4849.02 SF

USB5 HIGH PRESSURE AIR ROOM 4379.76 SF

USB6 MAIN ELECTRICAL ROOM 811.01 SF

USB7 GENERATOR ROOM 1481.87 SF

USB8 TELECOM ROOM 252.82 SF

USB9 FIRE ALARM CLOSET 16.80 SF

15563.39 SF

SEAL

UP

T T

UP

B1

A-201

FRESH WATER PUMP ROOM

USB2

PURE WATER ROOM

USB3

MEDIUM PRESSURE AIR ROOM

USB4

EQUIPMENT YARD

USB0

1' - 0"

22' - 0"

FIRE PUMP

USB1

C1

A-202

C1

A-201

1 2 3 4

A

B

C

D

06 08

10 12

1' - 10"

/2

M A

T C

H L

IN

E

A-102 A1

8' - 0"

7'

0"

A-102 B3

C1

C1A

C1

C1

3 20

7 9' - 6"

5'

6"

25' - 7 1/2"25' - 8 1/2"12' - 9 1/2"

42' - 10 1/2" 35' - 10" 98' - 10"

TYP.

2'

1/

2" 9'

2"

13' - 1 1/2"

3' - 8" 3' - 8"

2'

/2

2'

/2

3' - 8"

3'

0"

2'

/2

GENERAL FLOOR PLAN NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET A-001.

2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE

CONTINUOUS ACROSS DOOR OPENINGS.

3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO

PARTITION TYPES SHEET.

4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION.

6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE

WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.

B1

A-202

D1

A-202

HIGH PRESSURE AIR ROOM

USB5

TELECOM ROOM

USB8

MAIN ELECTRICAL ROOM

USB6

GENERATOR ROOM

USB7

1'

0"

1'

0"

C1 A-301

4 5 76

A

B

C

D

28 27

18 19 20

14 C O

N C

R E

T E

O P

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IN

G

8'

0" 9'

8"

M A

T C

H L

IN

E

A-102 A2

A-102 A3

C1B C1

C1

F1DB

F1DB

F1DB

F1DB

89' - 4 1/2" 23' - 4" 30' - 4 1/2"

1'

1/

2"

6'

9"

C O

N C

R E

T E

O P

E N

IN

G

8'

0"

/2

/2

12315' - 7 1/2" EQ EQ 21' - 9" EQ EQ

L-14

L-15

3' - 8"

3' - 11 1/2"

A2

A-701

FIRE ALARM CLOSET

USB9

3'

0" S2AA

S2AA

TYP. 3131

3'

0"

2'

/2

2'

/2

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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JAMES E. DONAHUE, R.A.

/2

/2

:0 :5

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12829377

BSG BSG

1614696

KEY PLAN

WORK NOTES

1 CONC. RAMP, TYP.

2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.

3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.

4 CONC. STAIRS, TYP.

5 CONCRETE PAD FOR NITROGEN CYLINDER TANKS, REFER TO MECHANICAL

DRAWINGS

6 TRAILERS FOR PURE WATER, REFER TO MECHANICAL DRAWINGS

7 STEEL LADDER TO PIT

13 DOWNSPOUT, 3" x 4", TYP.

14 LOADING DOCK BUMPER, TYP.

15 LOUVER, SILL TO MATCH BOTTOM OF RADIATOR DISCHARGE. REFER TO

MECHANICAL DRAWINGS

16 FUEL TANK, REFER TO MECHANICAL DRAWINGS

20 PIT FOR PIPING. REFER TO STRUCTURAL AND MECHANICAL DRAWINGS

24 AIR BARRIER SYSTEM

31 BOLLARD, TYP

41 EXTERIOR LADDER TO ROOF

44 TRANSFORMER, REFER TO CIVIL AND ELECTRICAL DRAWINGS

60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND

SPLASH BLOCK

78 PROVIDE SAFETY SWING GATES PAINTED WITH SAFETY YELLOW AT LADDER

ROOF AND PLATFORM OPENINGS ATTACHED TO GUARDRAIL. TYPICAL U.N.O.

PLAN

NORTH

PLAN

NORTH

4' 8' 16'0' 1/8" = 1'-0"

A1

FLOOR PLAN

UP UP

UP

UP

D1

A-2021 2 3 4 5 76

A

B

C

D

43' - 4"

322' - 7"

13 13 13 13 13 13

OPEN TO EQUIPMENT

YARD BELOW

A-102 B1

A-102 B2

37' - 8 1/2" 12' - 0" 24' - 0" 12' - 0" 86' - 10" 12' - 0" 76' - 5" 6' - 0" 6' - 8" 12' - 0"

9' - 3 1/2"

6' - 0" 21' - 8 1/2"

57 58

21 12 13

A4 A-102

GENERAL FLOOR PLAN NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET A-001.

2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE

CONTINUOUS ACROSS DOOR OPENINGS.

3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO

PARTITION TYPES SHEET.

4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION.

6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE

WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

D

3T

1"

2'

9" 1'

0"

5'

0"

12' - 0"

B2 A-201

EQ EQ

D

4'

8"

12' - 0"

B3 A-202

EQ EQ

D

6' - 0"

4'

8"

B3 A-202

SIM.

D

3T

1"

2'

9" 5'

0"

1'

0"

5' - 0" 1' - 6"

B2 A-201

SIM.

3' - 11 1/2"

EQ EQ

D

4'

0"

24' - 0"5' - 0"

" 1'

0"

1' - 0"

2'

/2

D

5' - 0" 24' - 0"

4'

0"

A1 A-201

1'

0"

1' - 0"

METAL ROOF EXPANSION

JOINT COVER

METAL ROOF

FASTENERS SET IN

CONT. DOUBLE

SEALANT TYPICAL

EACH SIDE, FASTEN

TO MET. DECK

CENTERED BETWEEN

STRUCT. BEAM. RE:

STRUCT. DWGS

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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N

TI

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:1 :4

P

M C

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A-102

P -0

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12829378

BSG BSG

1614696

1/16" = 1'-0" C1

ROOF PLAN

KEY PLAN

WORK NOTES

1 CONC. RAMP, TYP.

2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.

3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.

9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE

12 GUTTER, 6" x 6", TYP

13 DOWNSPOUT, 3" x 4", TYP.

17 METAL CANOPY, TYP.

21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH. DRAWINGS

37 ROOF/CANOPY ABOVE

41 EXTERIOR LADDER TO ROOF

57 CABLE ANCHORS FOR FALL RESTRAINT SYSTEM SPACED @ 25'-0" MIN.

58 FALL RESTRAINT LANYARD CABLE SYSTEM

81 PROVIDE BOTTOM DOWNSPOUT ELBOW TYPE B TO DRAIN AWAY FROM RAMP

84 ROOF EXPANSION JOINT

PLAN

NORTH

PLAN

NORTH

8' 16' 32'0'

ROOF DRAINAGE CALCULATIONS

TYP. ROOF DRAIN

AREA MATERIAL SLOPE AREA (SF) DS QTY (AVERAGE) AREA / DS

DS AREA / 340 (SI)

100 YR *MIN. DS SIZE PROVIDED

RAINFALL

INTENSITY IA

GUTTER LENGTH

(FT)

*MIN GUTTER

WIDTH (IN)

PROVIDED

*MIN GUTTER DEPTH

(IN) PROVIDED

TYP. DRAIN AREA STANDING SEAM METAL

ROOF

1 / 12 16364 6 PER ROOF DRAIN

AREA

2727 9 3"X3" (3"X4" PROVIDED) 3.5 95545 54 6" (6" PROVIDED) 6" (6" PROVIDED)

*NOTES:

1. UFC 3-110-03 REQUIRES THE USE OF UFC 3-400-02 “DESIGN: ENGINEERING WEATHER DATA” AND INTERNATIONAL PLUMBING CODE FOR DETERMINING 100

YEAR HOUR RAINFALL DATA. (SUPERSEDES SMACNA 5 MIN. INTENSITY DATA). AS PER SEC 1106.1, THE HOUR RAINFALL IS 3.25 TO 3.5 FOR NORFOLK, VA

2. CALCULATIONS ARE BASED ON 54FT. GUTTER LENGTH PER ONE DOWNSPOUT. THE TYPICAL ROOF DRAIN AREA IS 2727 SF TO ONE DOWNSPOUT.

3. GUTTER SIZING:

A= 2727 SF (16364SF/6); I= 3.5 RAINFALL INTENSITY

L= 54FT (322.58/6): M=1

IA= 95545 (2727 X 3.5)

4. DOWNSPOUT SIZING:

AREA OF ROOF = 16364 SF

1/4" = 1'-0" A1

TYP. LARGE STAIR PLAN

1/4" = 1'-0" B1

TYP. LARGE CANOPY PLAN

1/4" = 1'-0"

B2

TYP. CANOPY PLAN

1/4" = 1'-0" A2

TYP. STAIR PLAN

1/4" = 1'-0" B3

WEST RAMP LAYOUT

1/4" = 1'-0" A3

EAST RAMP LAYOUT

2' 4' 8'0' 2' 4' 8'0' 2' 4' 8'0'

2' 4' 8'0' 2' 4' 8'0'2' 4' 8'0'

1" = 1'-0" A4

ROOF EXPANSION JOINT

1' 2'0' 6"

USB FLOOR LEVEL

10' - 3"

1 2 3

23 62

L-9

L-8

L-2

L-3

V

IF

VIF

53' - 10" +/-

VIF

10' - 4" +/-

VIF

11' - 0" +/-

VIF

20' - 5" +/-

V

IF

V

IF

1/ 2"

USB FLOOR LEVEL

10' - 3"

C1 A-301

4 5 76

L-13L-4

V

IF

VIF

35' - 5" +/-

V

IF

0"

3' - 0" +/- (VIF)

USB FLOOR LEVEL

10' - 3"

A B C D

60 4

USB FLOOR LEVEL

10' - 3"

R

2'

0"

3'

6"

3'

0"

1' - 0"

USB FLOOR LEVEL

10' - 3"

12 MAX.

5' - 0" 1' - 0"

EQEQEQEQEQEQ

24' - 0"

3'

0"

2'

0"

EXTERIOR MATERIAL SCHEDULE

DESCRIPTION

PREFINISHED STANDING

SEAM METAL ROOF

PREFIN. METAL GUTTER;

DOWNSPOUT; SCUPPERS,

GUARDRAILS AND HANDRAILS

CONCRETE FINISH

SMOOTH TROWEL

MANUF MODEL/COLOR

AS

SPECIFIED

AS

SPECIFIED

COLOR TO MATCH

FEDERAL STANDARD 36415

AS

SPECIFIED

DARK BRONZE

COLOR PAINTED TO MATCH

FEDERAL STANDARD 27780

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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LA

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TI

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:1 :4

P

M C

R e v it P ro je c ts

\P

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R P

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A-201

P -0

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A R

IN

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T B

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12829379

BSG BSG

1614696

1/8" = 1'-0" D1

PARTIAL BLDG ELEVATION - SOUTH

WORK NOTES

2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.

3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.

4 CONC. STAIRS, TYP.

9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE

12 GUTTER, 6" x 6", TYP

13 DOWNSPOUT, 3" x 4", TYP.

14 LOADING DOCK BUMPER, TYP.

17 METAL CANOPY, TYP.

21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH. DRAWINGS

41 EXTERIOR LADDER TO ROOF

45 CONSTRUCTION JOINT FOR CONC. WALL, RE: TO STRUCT. DWGS.; 30'-0" MAX;

KEEP AWAY FROM OPENINGS & BEAM BEARING POINTS @ 2'-0" MIN.

46 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT TO MATCH

FIELD COLOR "FEDERAL STANDARD 27780"

59 SPLASH BLOCK, TYP

60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND

SPLASH BLOCK

61 OVERHEAD COILING DOOR

62 HOLLOW METAL DOOR

85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER

4' 8' 16'0'1/8" = 1'-0" C1

PARTIAL BLDG ELEVATION - SOUTH

1/8" = 1'-0" B1

BLDG ELEVATION - WEST

4' 8' 16'0'

1' 2' 4'0'

1/2" = 1'-0" B2

TYP. STAIR SECTION

1' 2' 4'0'

1/2" = 1'-0" A1

TYP. RAMP SECTION

4' 8' 16'0'

ABCD

14 31

L-15 L-14

USB FLOOR LEVEL

10' - 3"

C1 A-301

457 6

45L-5

L-7 L-6

L-11

L-12

VIF

6' - 0" +/-

VIF

21' - 6" +/-

VIF

6' - 0" +/-

VIF

24' - 6 1/2" +/-

VIF

14' - 8" +/-

V

IF

V

IF

V

IF

1"

V

IF

USB FLOOR LEVEL

10' - 3"

L-1

BEHIND AT

EQUIPMENT YARD

EXTERIOR WALL

L-10

L-11L-11

V

IF

V

IF

V

IF

/2

VIF

11' - 3" +/-

VIF

18' - 6" +/-

VIF

38' - 2" +/-

VIF

16' - 6 1/2" +/-

V

IF

3/4" DIA. METAL

TENSION ROD SYS

1 1/2" METAL DECK

METAL TRIM

STANDING SEAM

METAL ROOF

PLAN

BRACKET DETAIL

POLYURETHANE

1/8" MOLDED

SAFETY CAPS

7-1/4"

4-1/2"

1/4" 3"

8-1/2"

V E

R

IF

Y W

IT

H

M A

N U

F A

C

TU

R E

R

4'

0" 6"

1'

0" 3'

0"

1'

0"

CHANNEL

SIDERAIL

1'- 8"

1' - 8"

GRAB BAR

SAFETY CHAIN

CONCRETE SLAB

SLOPE

DOWNSPOUT

FLASHING / SCUPPER

SYSTEM

CONC WALL

SPLASH BLOCK

USB FLOOR

LEVEL

10' - 3"

TOP OF

SLAB

6" DIA. PIPE

BOLLARD 3'-6"

HIGH, PAINTED.

SURFACE

ANCHORED

10"

ANCHOR BOLT AS

RECOMMENDED BY

MANUFACTURER

PLANELEVATION

0' - 3"

OPENING

COILING DOOR

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:1 :5

P

M C

R e v it P ro je c ts

\P

IE

R P

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B D b g o n z a le s .r v t

A-202

P -0

R

E P

L A

C E

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B M

A R

IN

E

P

IE

R

U S

B

N O

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TH

E

A S

T B

U

IL

D

IN

G E

LE

V

A

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O N

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12829380

BSG BSG

1614696

1/8" = 1'-0" B1

BLDG ELEVATION - EAST

4' 8' 16'0'

4' 8' 16'0'

WORK NOTES

2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.

3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.

4 CONC. STAIRS, TYP.

9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE

12 GUTTER, 6" x 6", TYP

13 DOWNSPOUT, 3" x 4", TYP.

14 LOADING DOCK BUMPER, TYP.

15 LOUVER, SILL TO MATCH BOTTOM OF RADIATOR DISCHARGE. REFER TO

MECHANICAL DRAWINGS

17 METAL CANOPY, TYP.

31 BOLLARD, TYP

45 CONSTRUCTION JOINT FOR CONC. WALL, RE: TO STRUCT. DWGS.; 30'-0" MAX;

KEEP AWAY FROM OPENINGS & BEAM BEARING POINTS @ 2'-0" MIN.

46 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT TO MATCH

FIELD COLOR "FEDERAL STANDARD 27780"

60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND

SPLASH BLOCK

62 HOLLOW METAL DOOR

85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER

1/8" = 1'-0"

D1

PARTIAL BLDG ELEVATION - NORTH

1/8" = 1'-0" C1

PARTIAL BLDG ELEVATION - NORTH

4' 8' 16'0'

1/2" = 1'-0" B3

CANOPY

1' 2' 4'0'

1/2" = 1'-0" A4

LADDER DETAIL

1' 2' 4'0'

1 1/2" = 1'-0" A3

SCUPPER DETAIL

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

A1

BOLLARD DETAIL

4' 8' 16'0'

A B C D

A-301

B2

A-301

B1

TELECOM ROOM

USB8

MAIN ELECTRICAL ROOM

USB6

USB FLOOR LEVEL

10' - 3"

D

USB FLOOR LEVEL

10' - 3"

A

ALL WELDED

CONSTRUCTION

3" WIDE

ATTACHMENT

FLANGE

RUBBER GASKET

RIGID INSULATION

DEFLECTOR PLATE

CAULK FULL

PERIMETER

INTEGRAL CRICKET

EDGE SEALANT -

REFER TO NOTE 4

REINFORCED MEMBRANE

1 1/2" MINIMUM

HOT AIR WELD

BONDING ADHESIVE - REFER

TO NOTES 1 AND 2

METAL CAP AND COUNTER FLASHING

FASTEN AT 12" ON CENTER

USE (1) ONE CONTINUOUS SHEET

OF REINFORCED MEMBRANE TO

WRAP AROUND CURB

RUBBER OR URETHANE

ROD STOCK ADHERED IN

PLACE

REGARDLESS OF

FLASHING HEIGHT

ADHESIVE IS REQUIRED

WITH THIS OPTIONAL

TERMINATION

OPTIONAL

TERMINATION

ISOMETRIC

MODIFIED BITUMINOUS

ROOFING SYSTEM

SEAM FASTENING PLATE AT 12" ON

CENTER MAXIMUM BY ROOFING

MANUFACTURER

WRAP MEMBRANE

OVER TOP EDGE OF

CURB

M

IN

CONTINUOUS CANT

PRESSURE TREATED WOOD

BLOCKING ANCHORED TO

ROOF DECK

NOTES:

1.

2.

3.

4.

5.

ROOF SYSTEM MANUFACTURER APPROVED BONDING ADHESIVE ON BASE FLASHING

MUST BE FULLY-ADHERED FULL HEIGHT.

TERMINATION BAR MUST BE INSTALLED ON VERTICAL SURFACE.

FLASHING MEMBRANE FASTENED APPROXIMATELY 12" ON CENTER. IF FASTENER

PENETRATES METAL COUNTER FLASHING, USE NEOPRENE WASHER OR APPLY

WATER CUT-OFF MASTIC UNDER COUNTER FLASHING OR CAULK FASTENER HEAD.

REFER TO SPECIFICATION FOR ACCEPTABLE FASTENERS AND PLATES.

COORDINATE ANCHORAGE OF WOOD BLOCKING AND ROOFING WITH STRUCTURAL

DRAWINGS.

MODIFIED MEMBRANE

FLASHING PLY

BASE FLASHING PLY

MODIFIED BITUMEN

MEMBRANE ROOFING

RIGID INSULATION, STAGGER ALL

JOINTS, FASTEN PER

SPECIFICATION

METAL ROOF DECK, RE:

STRUC.

4" MIN.

12" MIN.

SEALANT AT FULL PERIMETER

DRAWBAND

WATERTIGHT SHEET METAL

RAIN COLLAR

SEALANT AT FULL PERIMETER

1/2" PROTECTION BOARD

PIPE OR VENT THROUGH ROOF

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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JAMES E. DONAHUE, R.A.

/1

/2

:1 :0

P

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\P

IE

R P

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B D b g o n z a le s .r v t

A-301

P -0

R

E P

L A

C E

S U

B M

A R

IN

E

P

IE

R

U S

B -B

U

IL

D

IN

G S

E C

TI

O

N , W

A

LL

S E

C T

IO

N

S A

N D

M

IS

C E

LL

A

N E

O U

S D

E

TA

IL

S

EV

12829381

BSG BSG

1614696

1/4" = 1'-0" C1

BUILDING SECTION

2' 4' 8'0'

WORK NOTES

9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE

12 GUTTER, 6" x 6", TYP

13 DOWNSPOUT, 3" x 4", TYP.

17 METAL CANOPY, TYP.

22 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-12

23 1 1/2" METAL DECK

24 AIR BARRIER SYSTEM

27 BATT INSULATION TO ACHIEVE R-10

28 BATT INSULATION TO ACHIEVE R-20

30 MOISTURE RESISTANT 5/8" GYP. BD.

79 PROVIDE DIAGONAL BRACING @ 16" O.C.

80 CONCRETE WALL

1/2" = 1'-0" B2

TYP. WALL SECTION

1/2" = 1'-0"

B1

WALL SECTION @ TELECOMM

1' 2' 4'0' 1' 2' 4'0'

1 1/2" = 1'-0" A1

CURB DETAIL - METAL ROOF

NOT TO SCALE

A3

CURB DETAIL - MODIFIED BITUMEN

1' 2' 4'0'

3" = 1'-0" B4

PIPE PENETRATION DETAIL

0' 6"3" 9"

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

C1

A-501

B1

A-501

B3

A-501

C3

A-501

A3 A-502

/8

/8

6'

3/

4"

36' - 8"

6'

3/

4"

EQUIPMENT

GH04

STO

GH03

TOILET

GH02

SENTRY

GH01

W1

W1

12' - 8 1/8" 7' - 6"

S2AB S2AB

S2AB

S2AB

A-401

A1

A-404 C2

A2

B2 A2

A DB

5' - 3 1/4"

C

34' - 1 1/2" 5' - 3 1/4"

/2

1'

0"

3/ 4"

/8

1'

0"

44' - 8"

0'

1/

4"

5 4 6

C3 A-502

W1

1' - 3 7/8"

S2AC

F1DC

2'

0"

2' - 0"

2'

0"

2' - 0"

2' - 0"

2'

0"

2' - 0"3' - 0" 3' - 0"

A-502 D1

TYP.

1' - 6"

1' - 6"

3'

1/

8"

3' - 6 7/8"

3' - 6 7/8"

GATEHOUSE FLOOR

LEVEL

8' - 6"

P O

R C

E

LA

IN

T

IL

E

W A

IN

S

C O

T

4'

GATEHOUSE FLOOR

LEVEL

8' - 6"

P O

R C

E

LA

IN

T

IL

E

W A

IN

S

C O

T

4'

GENERAL FLOOR PLAN NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET A-001.

2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL

LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE

CONTINUOUS ACROSS DOOR OPENINGS.

3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO

PARTITION TYPES SHEET.

4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,

REFER TO LARGER SCALE DRAWINGS.

5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL

FINISH INFORMATION.

6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING

DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.

7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE

WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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N

TI

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:2 :5

P

M C

R e v it P ro je c ts

\P

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R P

-1

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B D b g o n z a le s .r v t

A-401

P -0

R

E P

L A

C E

S U

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A R

IN

E

P

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R

G A

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H O

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LO

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12829382

BSG BSG

1614696

2' 4' 8'0'

PLAN

NORTH

WORK NOTES

13 DOWNSPOUT, 3" x 4", TYP.

18 BRICK VENEER FINISH

36 CONCRETE BULLNOSE, REFER TO CIVIL AND STRUCTURAL DRAWINGS

37 ROOF/CANOPY ABOVE

41 EXTERIOR LADDER TO ROOF

59 SPLASH BLOCK, TYP

65 SOLID SURFACE COUNTERTOP

71 PROVIDE FINISH TLP-1, SEE FINISH SCHEDULE

72 PROVDE FINISH TLP-2, SEE FINISH SCHEDULE

73 PROVIDE FINISH TLP-3, SEE FINISH SCHEDULE

74 PROVIDE FINISH TLPB-1, SEE FINISH SCHEDULE

KEY PLAN

PLAN

NORTH

1/4" = 1'-0" B1

GATEHOUSE FLOOR PLAN

1/4" = 1'-0" A1

TOILET ELEVATION - SOUTH

1/4" = 1'-0"

A2

TOILET ELEVATION -WEST

ACCESSORY SCHEDULE

NO. DESCRIPTION MOUNTING HEIGHT MFG MODEL NO.

1 36" HORIZONTAL GRAB BAR 2'-11" AFF TO TOP OF GRAB BAR BOBRICK B-6806 Series

2 42" HORIZONTAL GRAB BAR 2'-11" AFF TO TOP OF GRAB BAR BOBRICK B-6806 Series

3 TOILET TISSUE DISPENSER 1'-6" MIN AFF TO DISPENSING OUTLET BOBRICK B-2892

4 SOAP DISPENSER 3'-4" AFF TO DISPENSING OUTLET BOBRICK B-2111

5 PAPER TOWEL DISPENSER 3'-11" AFF TO HIGHEST OPERABLE PART BOBRICK B-2974

6 STAINLESS STEEL FRAME MIRROR 3'-4" AFF TO BOTTOM OF REFLECTIVE SURFACE BOBRICK B-165-2436 2' 4' 8'0' 2' 4' 8'0'

BMS

J

PS

J

A3 A-502

/2

50' - 8"

3" / 12"

3" / 12"

A DB C

3'

0" 3'

0"

/2

3' - 0" 3' - 0"44' - 8"

C3 A-502

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

44' - 8"

1/ 2"

/1 2"

1/2"/12" 1/2"/12"

A DB C

C3 A-502

5'

7/

8" 3'

4"

2' x 2' ACOUSTICAL CEILING TILE

GYPSUM BOARD - PAINT

10' - 0" A.F.F. CEILING HEIGHT ABOVE FINISH FLOOR

EXPOSED CEILING

STRIP LIGHT FIXTURE

2' x 2' TROFFER FIXTURE - RECESSED

CEILING LEGEND

EQUIPMENT

GH04

SENTRY

GH01

B C

C3 A-502

9' - 0" A.F.F.

9' - 0" A.F.F.

9' - 0" A.F.F.

41 3333

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

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T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:2 :5

P

M C

R e v it P ro je c ts

\P

IE

R P

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B D b g o n z a le s .r v t

A-402

P -0

R

E P

L A

C E

S U

B M

A R

IN

E

P

IE

R

G A

TE

H

O U

S E

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EV

12829383

BSG BSG

1614696

1/4" = 1'-0" B1

GATEHOUSE ROOF PLAN AT CANOPY

WORK NOTES

21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH.

DRAWINGS

29 STANDING SEAM METAL ROOF FOR GATEHOUSE

33 12" x 12" ACCESS PANEL

37 ROOF/CANOPY ABOVE

40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM

41 EXTERIOR LADDER TO ROOF

47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.

56 ROOF CURB, RE: DETAIL A3/A-301

59 SPLASH BLOCK, TYP

64 GUTTER, 5" X 5", TYP.

75 ACCESS DOOR IN WALLS FOR PLUMBING EQUIPMENT. RE:

PLUMBING FOR LOCATIONS

KEY PLAN

PLAN

NORTH

1/4" = 1'-0" (A-501) B3

GATEHOUSE LOWER ROOF PLAN

PLAN

NORTH

2' 4' 8'0'

PLAN

NORTH

2' 4' 8'0'

2' 4' 8'0'

PLAN

NORTH

1/4" = 1'-0" A1

GATEHOUSE REFLECTED CELING PLAN

GUARD BOOTH FLR

LEVEL

8' - 9"

ROOF

18' - 5"

W3

GUARD BOOTH FLR

LEVEL

8' - 9"

ROOF

18' - 5"

A3 A-40354

ABC

W2

GUARD BOOTH FLR

LEVEL

8' - 9"

ROOF

18' - 5"

A3 A-403

A B C

GUARD BOOTH FLR

LEVEL

8' - 9"

ROOF

18' - 5"

1 2

W4

UTILITY SERVICES

BUILDING (USB)

GATEHOUSE

GUARD BOOTH

3'

/2

2'

0"

2' - 0" 2' - 0"

GUARD BOOTH

GB01

1'

5" 8'

/2

0'

8"

0' - 8" 10' - 6 7/8" 0' - 8"

8' - 7"

6'

4"

7' - 11 3/8" 1 2

A

B

C

6'

/8

5'

/8

1'

0"

A-403

C3

TYP.

11' - 10 3/4"

2' - 7 5/8"

EQ EQ

E Q

E Q

W2

W3

1/2" / 12"

1/ 2"

/1 2"

1/ 2"

/1 2"

A3 A-403

1 2

A

B

C

11' - 10 3/4"

GUARD BOOTH FLR

LEVEL

8' - 9"

ROOF

18' - 5"

C E

IL

IN

G H

E

IG

H T

8'

6"

3'

0"

2' - 1"

A-404 C1

1/2" 12"

1 2

0' - 1" 0' - 1"

8'

4"

0'

4"

1. REFER TO SHEET A-501 FOR EXTERIOR MATERIAL SCHEDULE

GENERAL FLOOR PLAN NOTES:

1 2

A

B

C

GYPSUM BOARD CEILING- PAINT

RECESSED LIGHT FIXTURE

2' x 2' TROFFER FIXTURE - RECESSED

CEILING LEGEND

METAL SOFFIT

2' - 0"

2'

0"

BRICK TIES @ 16" VERT. TYP.

BRICK VENEER

CONCRETE COLUMN

AND REINF. RE: STRUCT

0' - 0 5/8" 0' - 0 5/8"

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:2 :4

P

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R e v it P ro je c ts

\P

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R P

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A-403

P -0

G

U A

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B O

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12829384

BSG BSG

1614696

WORK NOTES

13 DOWNSPOUT, 3" x 4", TYP.

18 BRICK VENEER FINISH

19 METAL SOFFIT

23 1 1/2" METAL DECK

24 AIR BARRIER SYSTEM

27 BATT INSULATION TO ACHIEVE R-10

30 MOISTURE RESISTANT 5/8" GYP. BD.

35 METAL PANEL

37 ROOF/CANOPY ABOVE

38 METAL COPING

39 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-20.5 MIN.

40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM

42 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-30

48 BRICK SOLDIER COURSE

49 BRICK ROWLOCK COURSE

54 CHAIN LINK FENCE, REFER TO CIVIL DRAWINGS

55 METAL Z-GIRTS & SUB FRAMING TO SUPPORT METAL PANEL

59 SPLASH BLOCK, TYP

63 SUSPENDED CEILING

64 GUTTER, 5" X 5", TYP.

66 EXTERIOR COLUMN

67 HALF LITE HOLLOW METAL DOOR

68 CHAIN LINK FENCE GATE

69 AIR CAVITY

77 MASONRY WALL TIES SPACED @ 16" VERT. TYP.

82 EXTERIOR SHEATHING

1/4" = 1'-0" B2

NORTH ELEVATION

1/4" = 1'-0" D3

EAST ELEVATION

1/4" = 1'-0"

D2

WEST ELEVATION

2' 4' 8'0' 2' 4' 8'0'

2' 4' 8'0'

1/4" = 1'-0" D1

SOUTH ELEVATION

2' 4' 8'0'

KEY PLAN

PLAN

NORTH

1/4" = 1'-0" A1

GUARD BOOTH - FLOOR PLAN

2' 4' 8'0'

PLAN

NORTH

1/4" = 1'-0" B1

GUARD BOOTH - ROOF

2' 4' 8'0'

PLAN

NORTH

0' 1' 2' 3'3/4" = 1'-0" A3

WALL SECTION

1/4" = 1'-0"

A2

GUARD BOOTH - CEILING PLAN

PLAN

NORTH

2' 4' 8'0'

1" = 1'-0" C3

COLUMN DETAIL

GATEHOUSE FLOOR

LEVEL

8' - 6"

C1 A-404

B1 A-404

0'

4"

BASE, RB-1

BACKSPLASH,

SSF-1

COUNTERTOP,

SSF-1

DRAWERS,

PLAM-1

GATEHOUSE FLOOR

LEVEL

8' - 6"

C

C1 A-404

A1 A-404

BASE, RB-1

BACKSPLASH,

SSF-1COUNTERTOP,

SSF-1

CABINETS,

PLAM-1

GATEHOUSE FLOOR

LEVEL

8' - 6"

C

C1 A-404

A1 A-404

BASE, RB-1

BACKSPLASH,

SSF-1

COUNTERTOP,

SSF-1

DRAWERS,

PLAM-1

DRAWER ASSEMBLY

2' - 1"

DRAWER FRONTS:

3/4" PANEL, PLAM-1

CABINET INTERIOR, AND

DRAWER ASSEMBLIES:

MELAMINE WHITE

BASE

RE: ROOM FINISH SCHEDULE

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

3" 2' - 0"

SOLID SURFACE COUNTERTOP,

SSF-1

DRAWER ASSEMBLY

DRAWER ASSEMBLY

DRAWER ASSEMBLY

DRAWER PULL

3/4" PLYWOOD SUBSTRATE

SOLID SURFACE BACK SPLASH, SSF-1

FACE OF

WALL

WOOD

BLOCKING

3/4" WOOD

SUBSTRATE

4" DEEP BOXED

DRAWER ON SOFT-

CLOSE FULL

EXTENSION BALL

BEARING SIDE

MOUNT DRAWER

SLIDES

DRAWER ASSEMBLY

ADJUSTABLE SHELF

SUPPORT SYSTEM

DOOR AND DRAWER FRONTS:

3/4" SUBSTRATE, PLAM-1

CABINET INTERIOR, SHELVES,

AND DRAWER ASSEMBLIES,

MELAMINE WHITE

BASE

RE: ROOM FINISH SCHEDULE

FINISHED FLOOR

RE: ROOM FINISH SCHEDULE

/2

/2

2' - 1"

SOLD SURFACE BACK SPLASH

3/4" PLYWOD SUBSTRATE

SOLID SURFACE COUNTERTOP, SSF-1

WD BLOCKING

SECURITY

SEALANT

METAL SUPPORT

BRACKETS

3' -0

(G

U A

R D

B O

O T

H

2'

4" (G

A T

E H

O U

S E

2' - 1"

3/4" PLYWOOD SUBSTRATE

SOLID SURFACE BACKSPLASH, SSF-1

WOOD BLOCKING

FACE OF WALL

SOLID SURFACE COUNTER TOP, SSF-1

0'

4"

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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N

TI

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JAMES E. DONAHUE, R.A.

/1

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:2 :5

P

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R e v it P ro je c ts

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A-404

P -0

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IL

S

TLS

12829385

BSG BSG

1614696

1/2" = 1'-0" C2

CASEWORK ELEVATION

1/2" = 1'-0" B2

CASEWORK ELEVATION

1/2" = 1'-0" A2

CASEWORK ELEVATION

1 1/2" = 1'-0" (A-404) B1

CASEWORK SECTION

1 1/2" = 1'-0" (A-404) A1

CASEWORK SECTION

1 1/2" = 1'-0" (A-404) C1

CASEWORK SECTION

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

1' 2' 4'0'

1' 2' 4'0'

1' 2' 4'0'

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

V E

H

IC

LE

C

LE

A

R A

N C

E

3'

6"

2" / 12" 2" / 12"

W1

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

2" / 12" 2" / 12"

A DB C

W1

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

2" / 12" 2" / 12"

AD BC

W1

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

V E

H

IC

LE

C

LE

A

R A

N C

E

3'

6"

2" / 12" 2" / 12"

1 2 3

A-502 A4

EXTERIOR MATERIAL SCHEDULE

DESCRIPTION

BRICK MASONRY; RUNNING

ROWLOCK/SOLDIER COURSE

PREFINISHED STANDING

SEAM METAL ROOF

PREFIN. METAL GUTTER;

DOWNSPOUT; SCUPPERS,

LADDER & RAILINGS

BRICK MASONRY; SOLDIER

COURSE

MANUF MODEL/COLOR

AS

SPECIFIED

AS

SPECIFIED

AS

SPECIFIED

COLOR TO MATCH

FEDERAL STANDARD 36415

AS

SPECIFIED

AS

SPECIFIED

RED BRICK AND MORTAR TO MATCH

EXIST PIER 4 GATEHOUSE

DARK BRONZE

METAL PANEL COLOR TO MATCH FEDERAL

STANDARD 27780

RED BRICK AND MORTAR TO MATCH

EXIST PIER 4 GATEHOUSE

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

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T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

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DJD

JAMES E. DONAHUE, R.A.

/1

/2

:2 :2

P

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R e v it P ro je c ts

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A-501

P -0

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B M

A R

IN

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P

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U

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G E

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V

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12829386

BSG BSG

1614696

AERIAL VIEW OF GATEHOUSE

1/4" = 1'-0" B1

ELEVATION AT EAST ENTRY

1/4" = 1'-0" C1

ELEVATION AT SOUTH

1/4" = 1'-0"

C3

ELEVATION AT NORTH

1/4" = 1'-0" B3

ELEVATION AT WEST

WORK NOTES

13 DOWNSPOUT, 3" x 4", TYP.

18 BRICK VENEER FINISH

29 STANDING SEAM METAL ROOF FOR GATEHOUSE

32 PREFIN. METAL FASCIA

35 METAL PANEL

41 EXTERIOR LADDER TO ROOF

47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.

48 BRICK SOLDIER COURSE

64 GUTTER, 5" X 5", TYP.

70 HALF LITE HOLLOW METAL DOOR WITH TRANSOM

85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER

2' 4' 8'0' 2' 4' 8'0'

2' 4' 8'0'2' 4' 8'0'

T ectonic Cop yright 2007

T ectonic Copyrig ht 2007

T ectonic Cop yright 2007

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

A-502 A1 29

7'

2"

9'

0"

3" / 12" 3" / 12"

1'

0"

STO

GH03

TOILET

GH02

GATEHOUSE FLOOR

LEVEL

8' - 6"

3'

6"

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

A DB C

A-502 A2

9'

0"

7'

3/

4"

TOILET

GH02

SENTRY

GH01

EQUIPMENT

GH04

ROOF

29' - 3"

GATEHOUSE FLOOR

LEVEL

8' - 6"

DC

24 PLAN

POLYURETHANE

1/8" MOLDED

SAFETY CAPS

7-1/4"

V E

R

IF

Y W

IT

H

M A

N U

F A

C T

U R

E R

CHANNEL

SIDERAIL

1'- 8"

1' - 8"

GRAB BAR

SAFETY CHAIN

2' - 0"

2'

0"

BRICK TIES @ 16" VERT., TYP.

BRICK VENEER

STEEL COLUMN

RE: STRUCT

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G S

Y S

T E

M S

C O

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A N

D

N A

V A

L F

A C

IL

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IE

S

E N

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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

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/1

/2

:2 :2

P

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A-502

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12829387

BSG BSG

1614696

1/4" = 1'-0" A3

EAST BUILDING SECTION

WORK NOTES

13 DOWNSPOUT, 3" x 4", TYP.

18 BRICK VENEER FINISH

19 METAL SOFFIT

24 AIR BARRIER SYSTEM

25 CMU WALL

29 STANDING SEAM METAL ROOF FOR GATEHOUSE

30 MOISTURE RESISTANT 5/8" GYP. BD.

32 PREFIN. METAL FASCIA

35 METAL PANEL

38 METAL COPING

39 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-20.5 MIN.

40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM

42 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-30

47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.

48 BRICK SOLDIER COURSE

55 METAL Z-GIRTS & SUB FRAMING TO SUPPORT METAL PANEL

59 SPLASH BLOCK, TYP

64 GUTTER, 5" X 5", TYP.

77 MASONRY WALL TIES SPACED @ 16" VERT. TYP.

1/2" = 1'-0"

A1

WALL SECTION -EAST

2' 4' 8'0'1' 2' 4'0'

1/4" = 1'-0" C3

SOUTH BUILDING SECTION

1/2" = 1'-0" A2

WALL SECTION - SOUTH

1' 2' 4'0'

1/4" = 1'-0" (A-501) A4

LADDER DETAIL

2' 4' 8'0'

2' 4' 8'0'

1" = 1'-0" (A-401) D1

COLUMN DETAIL

OH-U OVERHEAD COILING

DOOR NO INSULATION

OH OVERHEAD COILING

DOOR WITH INSULATION

DOOR WIDTH

RE: SCHEDULE

DOOR WIDTH

RE: SCHEDULE

DOOR WIDTH

RE: SCHEDULE

F-IN FLUSH DOOR INSULATED

F FLUSH DOOR NO INSULATION

DOOR TYPES

HL-IN HALF LITE INSUL.

DOOR WIDTH

RE: SCHEDULE

DOOR WIDTH

RE: SCHEDULE

FG

FENCE GATE

PANIC SHIELD

PANIC BAR

2"

SCHEDULE

DOOR PER 2"

2"

S C

H E

D U

LE

D O

O R

P E

R

1.1

2"

SCHEDULE

DOOR PER 2"

4"

S C

H E

D U

LE

D O

O R

P E

R

1.2

FRAME TYPES

2"X 3" METAL TAG TO

INDICATE DOOR & ROOM

NUMBER AS SCHEDULED

2"

SCHEDULE

DOOR PER 2"

2"

S C

H E

D U

LE

D O

O R

P E

R

2.1

8'

8"

WINDOW TYPES

W1 W2 W3 W4

3' - 0" 2' - 0"

4'

0" 3'

4"

5' - 0"

1 1

1 1 1 1 1

6'

0"

7' - 10"

2'

8"

C3 A-602

D3

A-602

B1

A-603

A-602

B3

A1 A-603

A3

A-602

A-602

B3

A-602

B3

A1 A-603

A1 A-603

A3

A-602

A3

A-602

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

C I

C O

R E

H

A M

P T

O N

R O

A D

S N

A V

A L

S T

A T

IO

N

N O

R F

O L

K

N O

R F

O L

K V

A

EJA

N A

V A

L S

T A

T

IO

N N

O R

F O

R

F O

L K

V

IR

G

IN

IA

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWFORM REVISION: 07 AUG 2018

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

DSN

WMS/IAS

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

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

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

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03/05/2021

DJD

JAMES E. DONAHUE, R.A.

/2

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:0 :0

P

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P

IE

R

F

IN

IS

H

A N

D D

O O

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C H

E D

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, D O

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D

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P E

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IL

S

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12829388

BSG BSG

1614696

FINISH SCHEDULE

ROOM

FLOOR BASE WALL

CEILING

NO. NAME FINISH HEIGHT

GB01 GUARD BOOTH VCT-1 RB-1 PA-1 ACT-1 8'-6"

GH01 SENTRY VCT-1 RB-1 PA-1 ACT-1 9'-0"

GH02 TOILET TLP-1 TLPB-1 PA-1 / TLP-2 / TLP-3 PE-1 9'-0"

GH03 STO CS-1 - PA-1 EXPOSED -

GH04 EQUIPMENT CS-1 - PA-1 EXPOSED -

USB0 EQUIPMENT YARD CS-1 - PA-1 EXPOSED -

USB1 FIRE PUMP CS-1 - PA-1 EXPOSED -

USB2 FRESH WATER PUMP ROOM CS-1 - PA-1 EXPOSED -

USB3 PURE WATER ROOM CS-1 - PA-1 EXPOSED -

USB4 MEDIUM PRESSURE AIR ROOM CS-1 - PA-1 EXPOSED -

USB5 HIGH PRESSURE AIR ROOM CS-1 - PA-1 EXPOSED -

USB6 MAIN ELECTRICAL ROOM CS-1 - PA-1 EXPOSED -

USB7 GENERATOR ROOM CS-1 - PA-1 EXPOSED -

USB8 TELECOM ROOM CS-1 RB-1 PA-1 PE-1 9'-0"

USB9 FIRE ALARM CLOSET CS-1 RB-1 PA-1 PE-1 -

MATERIAL LEGEND

MATERIAL DESCRIPTION MANUFACTURER STYLE NAME / NUMBER COLOR

ACOUSTICAL CEILING TILE

ACT-1 24" x 24" EXPOSED GRID SYSTEM ARMSTRONG FINE FISSURED WHITE

CONCRETE

CS-1 SEALED - - -

FLOORING

VCT-1 VINYL,12" X 12" ARMSTRONG IMPERIAL TEXTURE CLASSICS 51927 FIELD GRAY

PAINT

PA-1 ACRYLIC/LATEX, EGGSHELL/SATIN FINISH, FIELD SHERWIN WILLIAMS - SW7015 REPOSE GRAY

PE-1 EPOXY SHERWIN WILLIAMS - SW7004 SNOWBOUND

PLASTIC LAMINATE

PLAM-1 LAMINATE, MILLWORK WILSONART - FLORENCE WALNUT 7993-38

RESILIENT BASE

RB-1 RUBBER TARKETT TRADITIONAL W/ TOE PEPPERCORN

SOLID SURFACE FABRICATION

SSF-1 SOLID SURFACE, MILLWORK COUNTERTOP MEGANITE - 800A WINTER BOULDER

TILE

TLP-1 PORCELAIN TILE, 24" X 24" (FLOOR) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04

TLP-2 PORCELAIN TILE, 12" X 24" (WALL) CROSSVILLE COLOR PALLETTE SUSPENSE HON NTR04

TLP-3 PORCELAIN TILE, BULLNOSE, 4" X 12" (WALL) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04

TLPB-1 PORCELAIN TILE BASE, 6" X 12" (BASE) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04

DOOR SCHEDULE

DOOR

NUMBER

DOOR FRAME

ASSEMBLY

RATING

DETAIL

HARDWARE SET REMARKS

SIZE

TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILLWIDTH HEIGHT

GATEHOUSE FLOOR LEVEL

30 - 3' - 0" 7' - 0" HL-IN HM 2.1 HM - D3/A-602 C3/A-602 B1/A-602 HW-7 1, 3, 4

31 - 3' - 0" 7' - 0" HL-IN HM 2.1 HM - D3/A-602 C3/A-602 B1/A-602 HW-7 1, 3, 4

32 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A4/A-602 HW-4 4, 5

33 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A1/A-602 HW-6 3, 4

34 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A1/A-602 HW-6 4

GUARD BOOTH FLR LEVEL

35 - 3' - 0" 7' - 0" HL-IN HM 1.2 HM - B2/A-602 A2/A-602 B1/A-602 HW-7 1, 3, 4

36 - 7' - 0" FG STEEL - - - - - 2, 3

USB FLOOR LEVEL

01 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

02 12' - 0" 12' - 0" OH-U HM HM - D4/A-602 C4/A-602 B4/A-602 -

03 10' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

04 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

05 10' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

06 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

07 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4

08 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

09 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

10 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

11 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4

12 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

13 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

14 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

15 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

16 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4

17 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

18 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

19 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

20 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -

21 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

22 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4

23 PR. 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-2 4

24 - 3' - 0" 7' - 0" F HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-3 4

25 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

26 10' - 0" 10' - 0" OH-U HM HM - D4/A-602 C4/A-602 B4/A-602 -

27 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4

28 - 3' - 0" 7' - 0" F-IN HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-5 4

29 - 3' - 0" 7' - 0" F-IN HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-5 4

GLAZING LEGEND

NO. DESCRIPTION

1 1" INSULATING GLASS UNIT, BALLISTIC RESISTING ANSI/UL 752 LEVEL 3;

LAMINATED SECURITY

REMARKS:

1. BALLISTIC RESISTING ANSI/U;L 752 LEVEL 3

2. SWING FENCE GATE WITH 3 HINGES; AUTOMATIC LATCH; ELECTRIC STRIKE 12 V LOCKING SYSTEM WITH EMERGENCY OVERRIDE;

BUZZER WHEN ACTIVATED.

3. CARD READER.

4. PROVIDE DOOR AND FRAME PAINT FINISH "PA-2", SEE MATERIAL INDEX AND FINISH SCHEDULE

5. PROVIDE 1" UNDERCUT

3' - 0"

LOUVER SCHEDULE

TYPE

SIZE DETAILS

WIDTH HEIGHT HEAD JAMB SILL

L-1 2' - 0" 2' - 8" A1/A-603 A2/A-603 A3/A-603

L-2 2' - 8" 2' - 0" A1/A-603 A2/A-603 A3/A-603

L-3 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-4 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-5 2' - 0" 2' - 0" A1/A-603 A2/A-603 A3/A-603

L-6 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-7 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-8 2' - 0" 1' - 4" A1/A-603 A2/A-603 A3/A-603

L-9 2' - 0" 1' - 4" A1/A-603 A2/A-603 A3/A-603

L-10 3' - 4" 2' - 8" A1/A-603 A2/A-603 A3/A-603

L-11 6' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-12 6' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603

L-13 1' - 6" 1' - 6" A1/A-603 A2/A-603 A3/A-603

L-14 8' - 0" 8' - 0" A1/A-603 A2/A-603 A3/A-603

L-15 8' - 0" 8' - 0" A1/A-603 A2/A-603 A3/A-603

KNOCK DOWN

STEEL FRAME

CONCRETE WALL

WD SHIM

GROUT SOLID

BACKER ROD &

SEALANT BOTH SIDES

SEE PLAN

VARIES

DRIP INDUCER AT

EXTERIOR WALL

" 1" CHAMFER

BOTH SIDES

CONCRETE WALL

KNOCK DOWN

STEEL FRAME

JAMB ANCHOR (3)

PER JAMB

BACKER ROD &

SEALANT BOTH SIDES

WD SHIM

S E

E P

L A N

V A

R

IE

S

2"

1" CHAMFER BOTH SIDES

HOLLOW METAL

FRAME

SEE DOOR

SCHEDULE

FINISH FLOOR -

SEE ROOM FINISH

SCHEDULE

METAL

THRESHOLD

S E

E D

O O

R S

C H

E D

U

LE

D O

O R

H E

IG

H

T

CONCRETE WALL

CLOSURE TRIM

AND DUST SEAL

OVERHEAD COILING

DOOR - SEE SCHED

CONCRETE WALL

E-GUIDE

COILING DOOR

JAMB SYSTEM

ANCHOR BOLT

OVERHEAD COILING

DOOR - SEE DOOR. SCHED.

CONC. SLAB

FINISH FLOOR - SEE SCHED.

BOTTOM BAR & SEAL

STEEL JAMB BEYOND

5 3/4"

DOUBLE 3 5/8" MTL

STUDS

3 5/8" MTL RUNNER

HM FRAME

BATT INSULATION

SEALANT TYP. AT FULL

PERIMETER ON BOTH

SIDES

5/8" GWB

3 5/8" MTL STUDS @

16" O.C.

2"

/4

DOUBLE 3 5/8" MTL

STUDS

SEALANT TYP. AT FULL

PERIMETER ON BOTH

SIDES

HM FRAME

JAMB ANCHORS (3

PER JAMB)

5/8" GWB BOTH SIDES

BATT INSULATION

RIGID

INSULATION

BACKER ROD AND

SEALANT BOTH SIDES

HM FRAME

THROUGH WALL MTL

FLASHING

GROUT SOLID

AIR BARRIER

AIR SPACE

CONT. GALV

STEEL ANGLE

FACE BRICK

OVERSIZED

SOLDIER COURSE

1/2"

TERMINAL BAR

CAVITY DRAINAGE

MATERIAL

BULLNOSE EDGE

INSULATION AT

WINDOW FRAME

LOCATIONS

2"

/4

8" CMU

BACKER ROD AND

SEALANT BOTH SIDES

HM FRAME

FACE BRICK

AIR BARRIER

RIGID

INSULATION

AIR SPACE

WD SHIM

GLAZING AS

SCHEDULED

FLASHING RETURN

BULLNOSE EDGE

RIGID

INSULATION

BACKER ROD AND

SEALANT BOTH SIDES

HM FRAME

THROUGH WALL MTL

FLASHING

GROUT SOLID

AIR BARRIER

7 3/4"

AIR SPACE

CONT. GALV

STEEL ANGLE

FACE BRICK

OVERSIZED

SOLDIER COURSE

1/2" CAVITY DRAINAGE

MATERIAL

CMU BOND

BEAM

BULLNOSE EDGE

2"

/4

8" CMU

BACKER ROD AND

SEALANT BOTH

SIDES

HM FRAME

JAMB ANCHOR

(3 PER JAMB)

FACE BRICK

GROUT SOLID

AIR BARRIER

RIGID

INSULATION

AIR SPACE

WD SHIM

DOOR AS

SCHEDULED

FLASHING RETURN

8" CMU

BULLNOSE EDGE

RIGID

INSULATION

BACKER ROD AND

SEALANT BOTH SIDES

HM FRAME

THROUGH WALL MTL

FLASHING

AIR BARRIER

AIR SPACE

CONT. GALV

STEEL ANGLE

FACE BRICK

OVERSIZED

SOLDIER COURSE

1/2" CAVITY DRAINAGE

MATERIAL

CMU BOND

BEAM

BULLNOSE EDGE

GLASS PER

SCHDEDULE

GLAZING STOP

RIGID

INSULATION

AIR BARRIER

CMU

GLASS PER

SCHDEDULE

GLAZING STOP

AIR SPACE

FACE BRICK

METAL FLASHING

WITH END DAM

WEEPS

BRICK ROWLOCK

METAL FLASHING

SEALANT

HM FRAME

SOLID SURFACE SILL

CONT. GALV

STEEL ANGLE

HOLLOW METAL

FRAME

SEE DOOR

SCHEDULE

FINISH AS

SCHEDULE…

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