DLA_Breezeway_RTA_Drawings_Combined.pdf

PDF 4 MB Posted Aug 2, 2017

Attached to: DLA / DSCR Bldg. 31F Operations Breezeway Center Federal contract opportunity
Solicitation number: W91236-17-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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DLA Breezeway RTA Drawings. Combined.pdf

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17B0010_Solicitation_Mod_02.docx	DOCX document	Aug 30, 2017
AM01_W91236-17-B-0010_DLA_Breezeway_Ops_Center_(Revised_Specs).pdf	PDF	Aug 25, 2017
DLA_OPS_Breezeway_Design_Narrative.pdf	PDF	Aug 2, 2017
Combined_Spec_-_RTA.pdf	PDF	Aug 2, 2017
W91236-17-B-0010_DLA_Breezeway_Ops_Center.pdf	PDF	Aug 2, 2017

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DAVID P. ISBELL A

N I

FOHTLAE

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No.

ARCH TI ECT

SHEET

IDENTIFICATION

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US Army Corps of Engineers ® x

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SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

/7 /2

:5 :3

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A p p ro v e r

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-0

07 NOV 2016

BUILDING 31F - OPERATIONS CENTER BREEZEWAY

DEFENSE SUPPLY CENTER (DSCR), RICHMOND, VIRGINIA

CONTRACT NO: W91236-13-D-0035

VICINITY MAP LOCATION MAP

PROJECT LOCATION PROJECT LOCATION

INDEX OF DRAWINGS

SHEET

# SHEET TITLE

G-001 COVER SHEET AND INDEX OF DRAWINGS

HM-101 OVERALL FLOOR PLAN - HAZARDOUS MATERIALS

LS001 BUILDING CODE AND LIFE SAFETY ANALYSIS

LS101 LIFE SAFETY FLOOR PLAN - AREA A

LS102 LIFE SAFETY FLOOR PLAN - AREA B

S-001 GENERAL NOTES

S-101 FOUNDATION PLAN - AREA A

S-102 FOUNDATION PLAN - AREA B

S-301 SECTIONS AND DETAILS

A-001 ABBREVIATIONS, SYMBOLS AND LEGEND

A-101 OVERALL FLOOR PLAN - EXISTING CONDITIONS & DEMOLITION

A-102 FLOOR PLAN - AREA A - NEW WORK

A-103 FLOOR PLAN - AREA B - NEW WORK

A-201 BUILDING ELEVATIONS

A-601 DOOR ELEVATIONS, SCHEDULE AND MISCELLANEOUS DETAILS

A-701 FINISH SCHEDULE

F-001 FIRE PROTECTION GENERAL NOTES AND LEGEND

F-101 FIRE PROTECTION FLOOR PLAN - AREA A

F-102 FIRE PROTECTION FLOOR PLAN - AREA B

M-001 MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

MH101 PARTIAL FLOOR PLANS - AREA 'A' - MECHANICAL

MH102 PARTIAL FLOOR PLANS - AREA 'B' - MECHANICAL

M-501 MECHANICAL DETAILS

E-001 LEGEND, ABBREVIATIONS, AND PANELBOARD SCHEDULES

ED101 PARTIAL FLOOR PLANS - ELECTRICAL DEMOLITION

EL101 PARTIAL FLOOR PLANS - ELECTRICAL LIGHTING

EP101 PARTIAL FLOOR PLANS- ELECTRICAL POWER

Grand total: 27

M A

R K

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N D

A T

E A

P P

APPLICABLE BUILDING CODES:

1. IBC INTERNATIONAL BUILDING CODE 2012

2. UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 1 MAR 2013

3. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 1 AUGUST 2015

4. NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS 2013

5. NFPA 70 NATIONAL ELECTRIC CODE 2014

6. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2013

7. NFPA 101 LIFE SAFETY CODE 2012 (LSC)

8. UFAS UNIFORM FEDERAL ACCESSIBILITY STABDARS

9. ABA ARCHITECTURAL BARRIERS ACT

USE GROUP/OCCUPANCY:

B BUSINESS (IBC 304.1, LSC 6.1.11) – ORDINARY HAZARD (LSC 38.1.5)

A-3 ACCESSORY ASSEMBLY (IBC 303, LSC 6.1.2) - ORDINARY HAZARD (LSC 12.1.5

S-1 STORAGE (IBC 311, LSC 6.1.13.1) – ORDINARY HAZARD (LSC 42.1.5)

FIRE PROTECTION SYSTEMS:

DRY PIPE SPRINKLER SYSTEM

EMERGENCY VOICE FIRE ALARM / MASS NOTIFICATION SYSTEM

CONSTRUCTION TYPE: TYPE II-B

ALLOWABLE AREA & HEIGHT:

UNSEPARATED, MIXED USE GROUPS BASED ON S-1 USE GROUP

BASIC AREA (IBC TABLE 503) 17,500-SF

INCREASE FOR AUTOMATIC SPRINKLERS - 300% (IBC 506.3) 52,500-SF

TOTAL ALLOWABLE AREA PER FLOOR 70,000-SF

BASIC ALLOWABLE STORIES/HEIGHT (IBC TABLE 503) 3-STORIES / 55-FT

INCREASE FOR AUTOAMTIC SPRINKLERS 1-STORY / 20-FT

TOTAL ALLOWABLE STORIES/HEIGHT 4-STORIES / 75-FT

ACTUAL AREA & HEIGHT:

TOTAL FOOTPRINT FLOOR AREA ~21,861-SF

TOTAL BUILDING HEIGHT 1-STORY / 30-FT

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

(IBC TABLE 601, TYPE II-B CONSTRUCTION)

STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR

BEARING WALLS, INTERIOR & EXTERIOR 0-HR

NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR

FLOOR CONSTRUCTION 0-HR

ROOF CONSTRUCTION 0- HR

EXTERIOR WALLS:

EXTERIOR FIRE EXPOSURE BASED ON FIRE SEPARATION DISTANCE (TYPE II-B)

THE BUILDING IS LOCATED MORE THAN 40-FEET FROM ANY SURROUNDING STRUCTURES EXCEPT ON THE WEST SIDE OF THE BUILDING. NO EXTERIOR WALL RATINGS BASED ON SEPARATION DISTANCE ARE REQUIRED ON THE BUILDINGS FROM THE ADJACENT STRUCTURES. A FIRE DOOR WILL BE PROVIDED FOR THE NEW OPENING BEING CREATED ON THE IMAGINARY PROPERTY LINE BETWEEN BUILDINGS 31F AND THE NEW AVIATION HEADQUARTERS BUILDING CURRENTLY

UNDER CONSTRUCTION.

SEPARATION DISTANCE GROUP S-1

FLOOR LEVEL REQUIRED EXIT

CAPACITY

AVAILABLE EXIT

CAPACITY

NUMBER OF EXITS

REQUIRED

NUMBER OF EXITS

PROVIDED

INTERIOR FINISH CLASSIFICATION:

LIMITS (BASED ON ASSEMBLY OCCUPANCY WITH REDUCTION FOR SPRINKLERS):

EXITS (TABLE A10.2.2) MINIMUM CLASS B

EXIT ACCESS CORRIDORS (TABLE A10.2.2) MINIMUM CLASS C

OTHER SPACES (TABLE A10.2.2) MINIMUM CLASS C

FLOOR FINISH NO MINIMUM REQUIREMENT

MEANS OF EGRESS:

MULTIPLE, MXED OCCUPANCY PER LSC 6.1.14.1.1. MEANS OF EGRESS AND OTHER SAFEGUARDS SHALL COMPLY WITH THE MOST

RESTIRCTIVE REQUIREMENTS.

OCCUPANT LOADS (LSC TABLE 7.3.1.2)

BUSINESS 100-SF / PERSON

ASSEMBLY LESS CONCENTRATED 15-SF / PERSON

MEP / STORAGE 500-SF / PERSON

TRAVEL DISTANCES (LSC TABLE A.7.6):

COMMON PATH OF TRAVEL (ASSEMBLY / BUSINESS / STORAGE): 20* / 100 / 100-FT

TOTAL TRAVEL DISTANCE (ASSEMBLY / BUSINESS / STORAGE): 250 / 300 / 400-FT

DEAD END CORRIDOR (ASSEMBLY / BUSINESS / STORAGE): 20 / 50 / 100-FT

*THE COMMON PATH IN AN ASSEMBLY OCCUPANCY SERVING 50 PERSON OR LOSS MAY BE 75-FT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2-IN / PERSON

NUMBER OF EXITS (LSC 7.4)

2 FOR OCCUPANT LOAD ≤ 500

ADDITONAL LIFE SAFETY CRITERIA:

EMERGENCY LIGHTING SYSTEMS SHALL BE PROVIDED WITH BATTERY PACK AT FIXTURE IN EVENT OF LOSS OF

POWER.

PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED AND INSTALLED PER NFPA 10 WITH 75-FT MAXIMUM TRAVEL

DISTANCE TO AN EXTINGUISHER.

< 5-FT

> 10-FT

> 5-FT < 10-FT

2-HR

1-HR

0-HR

FIRST FLOOR 136

1,340

[2 - 32" WIDE DOORS &

3 - 68" WIDE DOORS]

2 5

AREA OCCUPANCY /

USE

APPROX. AREA

(SF)

OCCUPANT LOAD FACTOR

(SF / PERSON)

OCCUPANT LOAD

(PERSONS)

BREEZEWAY

CORRIDOR

BUSINESS 5,271 100 53

BREEZEWAY

EATING AREA

ASSEMBLY 759 15 51

STORAGE STORAGE 15,556 500 31

TOTAL 21,861 136

FIRE ROOM STORAGE 275 500 1

SHEET

IDENTIFICATION

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US Army Corps of Engineers ® x

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SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

Lic. No. 037705

ALISON WAKELINC

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11/07/2016

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LS001

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E31A E32A E33A E34A E35A E36A E37A

5,271

15,556

T D

-F

FIRE ROOM

VESTIBULE

BAY F

BREEZEWAY

DINING AREA

AREA (SF)

OCCUPANT LOAD FACTOR (SF/PERSON)

OCCUPANT LOAD (PERSON)

X = REQUIRED EGRESS CAPACITY (PERSONS)

Y = PROVIDED EGRESS CAPACITY (PERSONS)

TRAVEL PATH AND DISTANCE

4A:80B:C FIRE EXTINGUISHER LOCATION

1-HR FIRE BARRIER

2-HR FIRE BARRIER

IMAGINARY PROPERTY LINE

TD = XXFT

LIFE SAFETY LEGEND

1,000

IPL

SHEET

IDENTIFICATION

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US Army Corps of Engineers ® x

E N

U M

B E

P L O

T S

C A

L E

P L O

T D

A T

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

Lic. No. 037705

ALISON WAKELINC

O M M O

N W

LTHOF

I A

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SSIONAL EN

E E R

11/07/2016

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1/8" = 1'-0"

LIFE SAFETY FLOOR PLAN - AREA A

M A

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N D

A T

E A

E31A E32A E33A E34A E35A E36A E37A

T D

-F

BAY F

BREEZEWAY

AREA (SF)

OCCUPANT LOAD FACTOR (SF/PERSON)

OCCUPANT LOAD (PERSON)

X = REQUIRED EGRESS CAPACITY (PERSONS)

Y = PROVIDED EGRESS CAPACITY (PERSONS)

TRAVEL PATH AND DISTANCE

4A:80B:C FIRE EXTINGUISHER LOCATION

1-HR FIRE BARRIER

2-HR FIRE BARRIER

IMAGINARY PROPERTY LINE

TD = XXFT

LIFE SAFETY LEGEND

1,000

IPL

SHEET

IDENTIFICATION

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US Army Corps of Engineers ® x

E N

U M

B E

P L O

T S

C A

L E

P L O

T D

A T

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

Lic. No. 037705

ALISON WAKELINC

O M M O

N W

LTHOF

I A

P R O F

SSIONAL EN

E E R

11/07/2016

/ 2

: 3

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1/8" = 1'-0"

LIFE SAFETY FLOOR PLAN - AREA B

M A

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N D

A T

E A

INTERPOLATE BETWEEN AREAS INDICATED.

CORNER ZONES EQUAL 10 FEET.

REFER TO SKETCH BELOW FOR ZONE DEFINITIONS.

AREA (SF)

A<10

A≥100

ROOF ZONES WALL ZONES

COMPONENTS AND CLADDING WIND PRESSURES (ASD LEVEL)

+10.0 -19.3

+10.0 -17.6

+10.0 -32.3

+10.0 -20.9

+10.0 -48.6

+10.0 -20.0

+17.6 -19.1

+15.0 -16.5

+17.6 -23.5

+15.0 -18.3

3 32

2 21

ZONES

5 4 5

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

ARCH. ARCHITECT, ARCHITECTURAL

BLDG. BUILDING

BOTT. BOTTOM

C.M.U. CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CW CURTAIN WALL

DIA. DIAMETER

DIAG. DIAGONAL

DWG. DRAWING

E.F. EACH FACE

ELEV. ELEVATION

EXIST. EXISTING

EXP. EXPANSION

FOUND. FOUNDATION

FNDN. FOUNDATION

F.O. FACE OF

F.O. FACE OF BRICK

FTG. FOOTING

GALV. GALVANIZED

HORIZ. HORIZONTAL

INSUL. INSULATION

JT. JOINT

L ANGLE

STRUCTURAL ABBREVIATIONS LIST

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MECH. MECHANICAL

OPP. OPPOSITE

P.S.I. POUNDS PER SQUARE INCH

P.J.F. PRE-MOLDED JOINT FILLER

P.S.F. POUNDS PER SQUARE FOOT

REF. REFERENCE

REINF. REINFORCE,REINFORCING

REQ'D. REQUIRED

SCHED. SCHEDULE

SECT. SECTION

SHT. SHEET

SPECS. SPECIFICATIONS

STL. STEEL

T.O. TOP OF

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

C.L. CENTERLINE

PL. PLATE

O.C. ON CENTER

Ø DIAMETER

° DEGREES

± PLUS OR MINUS

SHEET

IDENTIFICATION

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US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

07 NOV 2016

/7 /2

:3 :0

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GENERAL NOTES:

1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION, AS ADOPTED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2012 EDITION, EFFECTIVE JULY, 2014, AND AS MODIFIED BY UFC 1-200-01, AND IN ACCORDANCE WITH UFC 3-301-01 “STRUCTURAL ENGINEERING”, DATED JUNE 2013.

2.ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS.

3.VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR VARIOUS TRADES.

4.THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. MAKE ALL MEASUREMENTS

NECESSARY PRIOR TO THE FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.

5.BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING STRUCTURE, BECOME FAMILIAR WITH STRUCTURAL CONDITIONS OF THE EXISTING STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY SAFEGUARDS, TO MAINTAIN ALL PARTS OF THE STRUCTURE IN A SAFE CONDITION AT ALL TIMES DURING THE PROCESS OF CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING BUILDING WHICH ARE TO REMAIN.

6.SUBMIT SHOP DRAWINGS OF REINFORCEMENT DETAILS, STRUCTURAL STEEL, ETC. FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL

CORRECTNESS.

7.UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS.

8. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT

UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED.

9.LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD- CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS

PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK.

11. THE DUTY OF THE ARCHITECT IN CONDUCTING CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION

SITE.

12. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY DETAILED OR

NOTED OTHERWISE.

13. INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN

APPROVAL TO THE SPECIFIC DEVIATION.

ANTI-TERRORISM FORCE PROTECTION NOTES

1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ATFP REQUIREMENTS IN UFC 4-010-01, “DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS”, DATED FEBRUARY 2012 WITH CHANGE OCTOBER 2013.

PERIMETER: CONTROLLED

BUILDING CATEGORY: PRIMARY GATHERING

LEVEL OF PROTECTION: LLOP

SETBACK: 82 FEET

2.FRAMES AROUND GLAZED OPENINGS HAVE BEEN DESIGNED TO RESIST BLAST PRESSURE ON THE GLAZED AREA

WITH THE SETBACK INDICATED TO PARKING OR ROADWAYS.

CAST IN PLACE CONCRETE NOTES:

1.CONCRETE SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-11), COMMENTARY, (ACI-318R-11), AND

THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).

2.ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28

DAYS AS FOLLOWS:

A) ALL CONCRETE: 4,000 PSI

B) CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.

3.ALL REINFORCING SHALL BE AS FOLLOWS:

A) REINFORCING BARS - ASTM A-615, GRADE 60

4.DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315).

MASONRY NOTES:

1.MASONRY CONSTRUCTION SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-11) AND “BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY

STRUCTURES” (ACI 530.1-11).

2.MORTAR SHALL CONFORM TO ASTM C270, TYPE S.

3.GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.

SLUMP AT POINT OF PLACEMENT SHALL BE BETWEEN 8 AND 11 INCHES.

4.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.

STRUCTURAL STEEL NOTES:

1. STRUCTURAL STEEL SHALL COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-10) “STEEL CONSTRUCTION MANUAL” – ALLOWABLE STRESS DESIGN.

2. STRUCTURAL STEEL SHALL BE NEW, CLEAN, AND STRAIGHT, AND CONFORM TO THE FOLLOWING:

A) ASTM A36, UNLESS OTHERWISE NOTED

3. WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1). WELD ELECTRODES SHALL BE E70XX.UNLESS OTHERWISE NOTED, MINIMUM WELD SIZE SHALL BE 3/16" CONTINUOUS FILLET WELDS

4. REFER TO THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL STEEL (IF

ANY) NOT SHOWN ON THE STRUCTURAL DRAWINGS.

DESIGN CRITERIA:

1.LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

2.UNIFORM LIVE LOADS:

SLAB ON GRADE 100 PSF

ROOF 20 PSF

3.ROOF SNOW LOADS:

GROUND SNOW LOAD Pg = 20 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I =1.0

THERMAL FACTOR Ct = 1.0

UNIFORM DESIGN SNOW LOAD = 20 PSF

4.WIND LOADS:

RISK CATEGORY = II

ULTIMATE WIND SPEED = 115 MPH

NOMINAL WIND SPEED (ASD) = 89 MPH

EXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): C

EXPOSURE CATEGORY (COMPONENTS AND CLADDING): C

INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)

COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED ON THESE DRAWINGS SHALL BE PER TABLE BELOW:

DESIGN CRITERIA CONT'D:

5.SEISMIC LOADS:

RISK CATEGORY II

IMPORTANCE FACTOR I = 1.0

Ss = .19g S1 = .06g Sds = 0.203g Sd1 = 0.096g

SOIL SITE CLASS D

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE RESISTING SYSTEM: SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

RESPONSE MODIFICATION FACTOR, R=3.0

SEISMIC RESPONSE COEFFICIENT, Cs = 0.068

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

M A

R K

D E

S C

N D

A T

E A

E31A E32A E33A E34A E35A E36A E37A

AREA A

AREA B

AREA A

AREA B

20' - 0" ± 20' - 0" ±

1 2

T Y

1' - 0" (TYP)

5 5

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

07 NOV 2016

/7 /2

:3 :0

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

L M

J S

A p p ro v e r

S-101

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

M L M

F O

U N

D A

N P

L A

A R

E A

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

S -1

1/8" = 1'-0"

FOUNDATION PLAN - AREA A

04 8 16268

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

SHEET KEYNOTES

1. 8" BRICK KNEE WALL. REFER TO BRICK KNEE WALL

ATTACHMENT DETAIL ON SHEET S-301. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND

ADDITIONAL INFORMATION.

2. 600S162-54 METAL STUDS AT 16" O.C. WITH 600T150-54 TRACK

TOP AND BOTTOM. LOCATE SO STUDS BYPASS EXISTING TRUSS.

ATTACH METAL STUD TRACK TO EXISTING SLAB-ON-GRADE WITH

HILTI 0.157"Ø X-U POWDER ACTUATED FASTENERS WITH 1"

MINIMUM EMBEDMENT AT 16" O.C. FOR TOP OF STUD WALL

ATTACHMENT, REFER TO STUD BRACING DETAILS ON SHEET

S-301. REFER TO ARCHITECTURAL DRAWINGS FOR OPENING

LOCATIONS AND ADDITIONAL INFORMATION.

3. ADD SOLID BRICK PIER ON EACH SIDE OF OPENING. BEAR PIER

ON SLAB-ON-GRADE AND STOP AT BOTTOM OF EXISTING STEEL

FRAMING WHERE EXISTING BRICK WALL IS BRACED. REFER TO

BRICK PIER DETAIL ON SHEET S-301.

4. NEW OPENING AT EXISTING BRICK WALL. REFER TO NEW

LINTEL DETAIL ON SHEET S-301.

5. EXISTING WALL.

6. FOR WALL CONSTRUCTION, REFER TO ARCH. DWGS.

PLAN NORTH

M A

R K

D E

S C

N D

A T

E A

E31A E32A E33A E34A E35A E36A E37A

AREA A

AREA B

AREA A

AREA B

20' - 0" ± 20' - 0" ±

1' - 4" (TYP)

Y P

S-301

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

07 NOV 2016

/7 /2

:3 :0

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

L M

J S

A p p ro v e r

S-102

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

M L M

F O

U N

D A

N P

L A

A R

E A

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

S -1

1/8" = 1'-0"

FOUNDATION PLAN - AREA B

04 8 16268

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

SHEET KEYNOTES

1. 8" BRICK KNEE WALL. REFER TO BRICK KNEE WALL

ATTACHMENT DETAIL ON SHEET S-301. REFER TO

ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND

ADDITIONAL INFORMATION.

2. 600S162-54 METAL STUDS AT 16" O.C. WITH 600T150-54

TRACK TOP AND BOTTOM. LOCATE SO STUDS BYPASS

EXISTING TRUSS. ATTACH METAL STUD TRACK TO EXISTING

SLAB-ON-GRADE WITH HILTI 0.157"Ø X-U POWDER ACTUATED

FASTENERS WITH 1" MINIMUM EMBEDMENT AT 16" O.C. FOR

TOP OF STUD WALL ATTACHMENT, REFER TO STUD BRACING

DETAILS ON SHEET S-301. REFER TO ARCHITECTURAL

DRAWINGS FOR OPENING LOCATIONS AND ADDITIONAL

INFORMATION.

3. ADD SOLID BRICK PIER ON EACH SIDE OF OPENING. BEAR

PIER ON SLAB-ON-GRADE AND STOP AT BOTTOM OF EXISTING

STEEL FRAMING WHERE EXISTING BRICK WALL IS BRACED.

REFER TO BRICK PIER DETAIL ON SHEET S-301.

4. NEW OPENING AT EXISTING BRICK WALL. REFER TO

SECTION B3/S-301 FOR LINTEL DETAILS.

5. EXISTING WALL.

6. ENCASE EXISTING W8 COLUMN IN CONCRETE FROM TOP OF

SLAB-ON-GRADE TO 8'-0" ABOVE FINISHED FLOOR. REFER TO

ENCASED COLUMN DETAIL ON SHEET S-301 AND ARCH DWGS

FOR ADDITIONAL INFORMATION.

7. CUT/REMOVE EXISTING LINTEL FROM ADJACENT OPENING

AS REQUIRED FOR NEW LINTEL.

PLAN NORTH

M A

R K

D E

S C

N D

A T

E A

TOP OF WALL - REFER

TO ARCH. DWGS.

BRICK - REFER TO

ARCH. DWGS.

EXISTING

SLAB-ON-GRADE

E M

B E

4" M

#3 @ 16" O.C. IN SOLIDLY

GROUTED JOINT IN

CENTER OF WALL, FULL

HEIGHT

#3 x 12" LONG DOWELS @ 16"

O.C. DRILL AND EPOXY INTO

EXISTING SLAB WITH HILTI HIT-HY

200 OR EQUAL

BRICK KNEE WALL ATTACHMENT DETAIL

NOT TO SCALE

NEW LINTEL DETAIL

NOT TO SCALE

TYPICAL

8" BEARING

TO ARCH. DWGS.

OPENING - REFER

PRECAST

CONCRETE

LINTEL

EXISTING

BRICK WALL

90° HOOK (TYP.)

GROUT AS

REQUIRED FOR

LEVEL BEARING

SHORE WALL

AS REQUIRED

ELEVATION SECTION A-A

O F

B R

H E

T 1'

3/ 8"

A T

C H

(5 ) C

O U

R S

E S

(MATCH EXIST.)

8" ±

EXISTING BRICK WALL

APPLY 3/8" THICK GROUT

BETWEEN BRICK AND LINTEL

(2) #5 TOP AND BOTTOM

1 1/2" CLR. (TYP)

STUD BRACING DETAIL

NOT TO SCALE

EXISTING WOOD DECK

EXISTING STEEL CHANNEL

EXISTING STEEL TRUSS

ATTACH EACH ANGLE TO

TRUSS BOTTOM CHORD W/ (3)

HILTI 0.157Ø X-U'S OR EQUAL

L6x6x5/16 x 33" SPACED @ 64" O.C.

WITH 1" VERTICAL SLOTTED HOLES

(2) #10 TEK SCREWS AT

EACH STUD WHERE ANGLE

IS LOCATED

LOCATE STUDS TO BY

PASS EXISTING TRUSS

EXTEND STUDS AND GWB

TO BOTTOM OF DECK

FOR STUD SIZE AND

SPACING, REFER TO

PLAN KEYNOTES

E32A

5" 1'

2' - 0"

5" 1' - 2" 5"

EXISTING W8 COLUMNEQ EQ

E Q

1/2"Ø x 4" HEADED STUDS

WELDED TO EACH SIDE OF

COLUMN WEB @ 12" O.C. MAX.

BRICK, REFER TO

ARCH. DWGS.

GRID

ENCASED COLUMN DETAIL

NOT TO SCALE

EXISTING

BRICK WALL

EXISTING

SLAB-ON-GRADE

POINT OF EXISTING

WALL BRACE. (MAYBE AT

TOP OF WALL OR

BELOW TOP)

BRICK PIER DETAIL

NOT TO SCALE

1' - 0"

3 VERTICAL ROWS OF

STAINLESS STEEL 2" WIDE

WALL STARTER KIT, BY

BRICKY OR EQUAL. TIES

SHALL BE AT 8" O.C. MAX.

VERTICAL SPACING.

ATTACH TO EXISTING

WALL WITH STAINLESS

STEEL COACH SCREWS,

WASHERS, AND WALL

PLUGS. FOLLOW ALL

MANUFACTURER'S

INSTRUCTIONS.

EXISTING BRICK WALL,

SHORE AS REQUIRED

DOOR AND FRAME,

REFER TO ARCH.

DWGS.,

L4x4x1/4 (GALV)

CONT. STOP 1"

CLEAR OF EDGE OF

OPENING EA. SIDE

EXISTING ROOF

HSS12x8x3/8 LINTEL, BEAR 8" MIN. EACH

SIDE

3/16 12@12

TYPICAL

8" BEARING

TO ARCH. DWGS.

OPENING - REFER

HSS STEEL

LINTEL

EXISTING

BRICK WALL

SHORE WALL

AS REQUIRED

SECTION B-B

BEARING PLATE

10"x14"x1/2"

DRILL AND EPOXY (2)

1/2"Ø ADHESIVE BOLTS

( 1 EA. SIDE OF PLATE)

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417 - 0140

PHONE: (757) 474-0612 FAX: (757) 474-0919

VIRGINIA BEACH, VIRGINIA, 23464

748 LORD DUNMORE DRIVE, SUITE 101

NRW

CONSULTING STRUCTURAL ENGINEERS

07 NOV 2016

/7 /2

:3 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

L M

J S

A p p ro v e r

S-301

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

M L M

S E

C T

S A

N D

D E

T A

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

S -3

3/4" = 1'-0"S-102

B3 SECTION

M A

R K

D E

S C

N D

A T

E A

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE RIGID

INSULATION

EXTRUDED POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS

MAT WATER

RESISTANT GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

GRID / COLUMN LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

INTERIOR ELEVATION

WALL TYPE

WINDOW TYPE

A101

SIM

SECTION

Room name

101 ROOM NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL &

NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

1 HR FIRE

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

SHEET KEYNOTE

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.

2. ALL WORK DESCRIBED HEREIN SHALL BE VERIFIED FOR DIMENSION, GRADE,

EXTENT, COMPATIBILITY AND RELATIONSHIP TO EXISTING SITE, BUILDING,

AND/OR SYSTEM CONDITIONS. DISCREPANCIES AND UNEXPECTED

CONDITIONS THAT AFFECT OR PREVENT THE IMPLEMENTATION OF THE

WORK AS DEFINED IN THESE DRAWINGS SHALL BE BROUGHT TO THE

GOVERNMENT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH WORK

UNTIL ALL SUCH DESCREPANCIES HAVE BEEN RESOLVED.

3. ALL DIMENSIONS SHOWON ON PLANS ARE TO FACE METAL STUD, FACE OF

MASONRY OR COLUMN CENTERLINES, UNLESS NOTED OTHERWISE.

4. ALL INTERIOR DOOR FRAMES SHALL BE LOCATED A DISTANCE OF SIX

INCHES FROM THE THROAT RETURN TO THE CLOSEST ADJACENT

PERPENDICULAR PARTITION, UNLESS OTHERWISE NOTED.

5. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE MEASURED FROM THE

REFERENCE ELEVATION +0'-0".

6. UNLESS OTHERWISE NOTED, ALL NOTES, DETAILS AND FEATURES DRAWN

AS APPLICABLE FOR ONE CONDITION, SHALL BE APPLICABLE TO SIMILAR

CONDITIONS WHETHER OR NOT IT IS SPECIFICALLY INDICATED OR NOTED.

7. REFER TO SHEET A-102 FOR PARTITION TYPES

8. REFER TO SHEET A-601 FOR DOOR SCHEDULE AND DOOR DETAILS.

9. REFER TO SHEET A-601 FOR ALUMINUM STOREFRONT ELEVATIONS.

10. REFER TO SHEETS A-701 FOR FINISH SCHEDULE.

11. THE CONTRACTOR SHALL COORDINATE EFFORTS WITH CURRENT

GENERAL CONTRACTOR UNDER CONTRACT WITH DLA OPS CENTER PHASE 1

PROJECT. BREEZEWAY PROJECT WILL HAVE RESTRICTED ACCESS DUE TO

CONCURRENT CONSTRUCTION ACTIVITIES AT ADJACENT SITE, AND WILL

REQUIRE COORDINATION.

DRAWING ABBREVIATIONS

DEMOLITION SYMBOLS

DEMOLISHED WALL

EXISTING WALL TO

REMAIN

DEMOLISHED DOOR

EXISTING DOOR TO

REMAIN

NEW WALL / WALL

INFILL

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

:4 :0

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-001

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

A B

B R

E V

S S

Y M

B O

L S

A N

D L E

G E

N D

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A A

-0

07 NOV 2016

UC UNDERCUT

UL UNDERWRITERS

LABORATORY

UNF UNFINISHED

UON UNLESS OTHERWISE NOTED

V VOLT

VCT VINYL COMPOSITION TILE

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VJ VENEER JOINT

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDTH, WIDE, WEST

W/ WITH

W/O WITHOUT

W/R WATER-RESISTANT

WAIN WAINSCOT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WH WATER HEATER

WP WORKING POINT

WR WASTE RECEPTACLE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

&, + AND

@ AT

± PLUS OR MINUS

QT QUARRY TILE

QTY QUANTITY

R RISER

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RESIL RESILIENT

RF ROOF

RFS RADIO FREQUENCY

SHIELDED

RH RIGHT HAND, ROBE HOOK

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

S SOUTH

SAN SANITARY

SAPC SUSPENDED ACOUSTICAL

PANEL CEILING

SC SOLID CORE

SCH SCHEDULE

SCR SHOWER CURTAIN ROD

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SFS SYNTHETIC FINISH SYSTEM

SH SHEET, SOAP HOLDER

SIM SIMILAR

SKCP SUSPENDED KEENES

CEMENT PLASTER

SLR SEALER

SND SANITARY NAPKIN DISPOSER

SNTD SANITARY NAPKIN AND

TAMPON DISPENSER

SOF SPRAYED ON FIREPROOFING

SPC SUSPENDED PLASTER

CEILING

SPEC SPECIFICATION

SPK SPEAKER

SQ SQUARE

SS STAINLESS STEEL, SOLID

SURFACE

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYN SYNTHETIC

SYS SYSTEM

T TON, TREAD, TOP

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

TACKBD TACKBOARD

TB TOWEL BAR, TACK BOARD

TBB TILE BACKER BOARD

TC TOP OF CURB

TEMP TEMPERATURE, TEMPERED

TERR TERRAZZO

TG TEMPERED GLASS

THK THICK

THRSLD THRESHOLD

THRU THROUGH

TJ TERRAZZO JOINT

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOP TOP OF PARAPET

TOW TOP OF WALL

TP TOP OF PAVEMENT, TOILET

PARTITION

TRTD TREATED

TTD TOILET TISSUE DISPENSER

TYP TYPICAL

JST JOIST

JT JOINT

KIT KITCHEN

L LONG, LENGTH

LAM LAMINATE

LG LAMINATED GLASS

LH LEFT HAND

LIN LINEAR

LP LOW POINT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBR MODIFIED BITUMEN ROOF

MC MEDICINE CABINET

MECH MECHANICAL

MED MEDIUM

MET, MTL METAL

MFG MANUFACTURER

MG MIRROR GLASS

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFIED

MP METAL PLATE

MT MOUNT

MTD MOUNTED

MULL MULLION

MWP MEMBRANE

WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORL OVER FLOW RAIN LEADER

PAR PARALLEL

PART PARTIAL

PC PRECAST

PCP PORTLAND CEMENT PLASTER

PCT PORCELAIN CERAMIC TILE

PERM PERIMETER

PIP POURED IN PLACE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

POLY POLYURETHANE

PR PAIR

PREFAB PREFABRICATE,

PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE

PS PROJECTOR SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE, PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

FCJ FIRE CONTROL JOINT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEJ FLOOR EXPANSION JOINT

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH, FINISHED

FL, FLR FLOOR

FLSHG FLASHING

FND FEMININE NAPKIN DISPENSER

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIREPROOF

FT FOOT, FEET

FTG FOOTING

FUR FURRED, FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GCMU GLAZED CONCRETE

MASONRY UNIT

GEN GENERAL

GL GLASS, GLAZING

GOVT GOVERNMENT

GR GRADE, GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

H, HGT HIGH, HEIGHT

HC HANDICAPPED, HOLLOW

CORE

HDNR HARDENER

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HND HAND

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

IC IN CONTRACT

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE, INCLUDED,

INCLUDING

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION, INSULATED

INT INTERIOR

JAN JANITOR

JC JANITOR CLOSET

JCT JUNCTION

AB ANCHOR BOLT

ABV ABOVE

ACST ACOUSTIC

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFS ACCESS FLOORING SYSTEM

AHU AIR HANDLING UNIT

AL, ALUM ALUMINUM

ALT ALTERNATE

ANCH ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ATTEN ATTENUATION

AVG AVERAGE

B, BOT BOTTOM

BD BOARD

BEJ BUILDING EXPANSION JOINT

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BRDG BRIDGING

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

C/L CENTERLINE

CAB CABINET

CB CHALKBOARD

CER CERAMIC

CJ CONTROL JOINT

CLG CEILING

CLO, CL CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

D DEEP, DEPTH, DRAIN

DBL DOUBLE

DEMO DEMOLITION

DET, DTL DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DMP DAMPPROOFING

DN DOWN

DPR DISPENSER

DR DOOR, DISPLAY RAIL

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

M A

R K

D E

S C

N D

A T

E A

E31A E32A E33A E34A E35A E36A E37A

AREA A

AREA B

AREA A

AREA B

FIRE ROOM

DINING AREA B

WOMEN

MEN

OXYGEN

THERAPY

STOR

OPEN OFFICE

STORAGE

LACTATION

ROOM

VESTIBULE

EXISTING

MECHANICAL

(N.I.C.)

WAREHOUSE

BAY F

LOADING DOCK

E31A E32A E33A E34A E35A E36A E37A

AREA A

AREA B

AREA A

AREA B

FIRE ROOM

10'-8" 4'-8" 4'-8"

10'-8" 4'-8"

20'-0"

OPEN OFFICE

STORAGE

STOR

OXYGEN

THERAPY

MEN

WOMEN

DINING AREA B

LACTATION

ROOM

VESTIBULE

EXISTING

MECHANICAL

(N.I.C.)

LOADING DOCK

WAREHOUSE

BAY F

GENERAL DEMOLITION NOTES

A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD

B. ALL MATERIALS NOTED AS "EXISTING" SHALL REMAIN UNLESS SPECIFICALLY NOTED TO BE REMOVED.

C. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT MATERIALS SO THAT REPAIR IS IMPERCEPTIBLE. ITEMS DAMAGED SHALL BE

REPAIRED/REPLACED AT NO COST TO GOVERNMENT.

D. ADDITIONAL DEMOLITION WORK SHALL BE COORDINATED AS INDICATED ON STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

E. HAZARDOUS MATERIALS SURVEYS HAVE BEEN CONDUCTED FOR BUILDING 31, SEE HAZARDOUS MATERIALS REPORT FOR GUIDANCE

PERTAINING TO REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS DURING DEMOLITION AND CONSTRUCTION

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

A s i n d ic a te d

:4 :0

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-101

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

O V

E R

A L L

F L

O O

R P

L A

E X

C O

N D

N S

E M

O L

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A A

-1

07 NOV 2016

1/16" = 1'-0"

OVERALL FLOOR PLAN - EXISTING CONDITIONS

1/16" = 1'-0"

OVERALL FLOOR PLAN - DEMOLITION

08 16 3241216

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

SHEET KEYNOTES

1 REMOVE EXISTING BRICK MASONRY WALL, 10'-8"W X

12'-2"H. AT (2) OPENINGS IN SOUTH PORTION OF

WAREHOUSE, ADDITIONAL BRICK REMOVAL

REQUIRED FOR CONCRETE LINTELS. COORDINATE

LINTEL CONDITIONS WITH STRUCTURAL. SALVAGE

BRICK FOR REUSE IN NEW CONSTRUCTION.

CONTRACTOR SHALL SALVAGE APPROXIMATELY 400

SF OF EXISTING BRICK.

2 REMOVE EXISTING DOOR, FRAME AND ASSOCIATED

HARDWARE.

3 REMOVE EXISTING PARTITION COMPLETE.

4 REMOVE ALL EXISTING INTERIOR FINISHES,

INCLUDING BUT NOT LIMITED TO CEILING SYSTEMS,

FLOORING, WALL FINISHES, CASEWORK AND ALL

ASSOCIATED HARDWARE, ATTACHMENTS AND

ACCESSORIES. COORDINATE WITH ELECTRICAL AND

MECHANICAL DRAWINGS.

5 REMOVE AND STORE EXISTING SLIDING DOOR AND

ASSOCIATED TRACK AND HARDWARE FOR REUSE.

6 REMOVE EXISTING OVERHEAD COILING DOOR,

FRAME AND ACCESSORIES.

7 REMOVE EXISTING WALL LOUVER AND

ACCESSORIES.

8 REMOVE EXISTING BRICK MASONRY AT +12'-0" AFF

TO PROVIDE NEW OPENING FOR EXHAUST FAN AND

LOUVER. COORDINATE SIZE OF OPENING WITH

ACTUAL EQUIPMENT SPECIFICATIONS.

PLAN NORTH PLAN NORTH

M A

R K

D E

S C

N D

A T

E A

E31A E32A E33A E34A E35A E36A E37A

A-201

12'-0"

FIRE ROOM

AREA B

AREA A

AREA B

AREA A

12'-0"

6S8M

8M2

104.1

20'-0" 20'-0"

DINING AREA B

WOMEN

MEN

BREEZEWAY

DINING AREA

WAREHOUSE

BAY F

DINING

PLAZA

SF1

6 5/8"

VESTIBULE

EQ10'-8"EQ

A-102

A-201 D1

A-201C1

8M2

E31A

NEW EXISTING

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

A s i n d ic a te d

:4 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-102

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

F L O

O R

P L A

A R

E A

N E

W W

O R

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A A

-1

07 NOV 2016

1/8" = 1'-0"

FLOOR PLAN AREA A - NEW WORK

04 8 16268

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

SHEET KEYNOTES

1 SALVAGED SLIDING DOOR SHALL BE INSTALLED. RE-USE

EXISTING HARDWARE.

2 TOOTH-IN SALVAGED BRICK AT EXISTING OPENING. BRICK

PATTERN SHALL MATCH EXISTING - BRICK 'B'. SEE TYPICAL

DETAIL - BRICK INFILL

3 NEW BRICK WALL - BRICK 'A' - SEE TYPICAL DETAIL - BRICK WALL

4 FURNITURE,NIC

5 EXISTING RATED FIRE WALL TO REMAIN. SEAL ALL

PENETRATIONS AND GAPS WITH APPROVED FIRE SEALANT.

6 WALK-OFF EXTRANCE MAT. 6'-0" WIDE X 10'-0" LONG.

7 EXISTING BRICK WALL

8 CONTINUOUS BACKER ROD AND SEALANT

9 BRICK PILASTER - BRICK 'B'

10 TOOTH-IN BRICK AT EXISTING CORNER AT ALTERNATING

COURSES

11 TOOTH-IN EXISTING SALVAGED BRICK - BRICK 'B' - SEE TYPICAL

PILASTER DETAIL

12 CLEAN AND SMOOTH FLOOR WHERE WALL DEMOLITION

OCCURRED

13 OVERHEAD COILING FIRE SHUTTER

14 SURFACE MOUNTED ROOM SIGNAGE, MATCH EXISTING LOTTS

CENTER SIGNAGE. SIGN SHALL READ: 'WAREHOUSE BAY 31F"

PARTITION SCHEDULE

TAG DESCRIPTION STC

FIRE RATING

(MIN)

FIRE TEST

6S 6" METAL STUDS AT 16" ON CENTER WITH 5/8" TYPE 'X' GWB ON EACH SIDE.

EXTEND PARTITION AND SEAL TIGHT TO METAL DECK ABOVE.

- 60 UL U419

8M 8" BRICK WALL WITH PRECAST CAP. TOP OF WALL +4'-4" AFF - - -

8M2 8" BRICK INFILL, TOOTH-IN TO EXISTING CONSTRUCTION. - - -

PARTITION TYPE NOTES

1. FOR FIRE RATED ASSEMBLIES AND THEIR LOCATIONS SEE

LIFESAFETY DRAWINGS. WHERE PARTITION TYPES ARE INDICATED

AS FIRE RATED ASSEMBLIES, THE MATERIALS AND CONSTRUCTION

SHALL BE IN ACCORDANCE WITH THE LISTED UL DESIGN NUMBER.

2. DIAGONALLY BRACE PARTITIONS TO STRUCTURE ALTERNATELY AT

32" ON CENTER WHERE STUD SPACING IS 16" ON CENTER AND 48"

WHERE STUD SPACING IS 24" ON CENTER.

3. ALL PARTITIONS EXTENDING TIGHT TO METAL DECK ABOVE SHALL

BE POCKETED AND SEALED AROUND METAL TRUSSES, BEAMS OR

OTHER STRUCTURAL MEMBERS.

PLAN NORTH

M A

R K

D E

S C

N D

A T

E A

P P

1 1/2" = 1'-0"A-102

A5 COLUMN DETAIL

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

E31A E32A E33A E34A E35A E36A E37A

A-201

12'-0"

4'-8" 10'-8" 4'-8" 4'-8" 10'-8" 4'-8"

20'-0" 20'-0"

AREA B

AREA A

AREA B

AREA A

104.2

SF1

OPEN OFFICE

STORAGE

STOR

OXYGEN

THERAPY

MEN

TICKET

COUNTER

DISPLAY

TELECOM

P4P4

WAREHOUSE

BAY F

BREEZEWAY

6 5/8"

A-103

A-201C1

A-201 D1

E32A

2'-0"

EQ EQ

E Q

O C

10"

7 5/8"

INTERIOR

EXTERIOR

121212 1212

13 13

FILL-IN

FIN. FLOOR

BOTTOM OF

LOUVERS

EXISTING

12121414 15

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

A s i n d ic a te d

:4 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-103

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

F L O

O R

P L A

A R

E A

N E

W W

O R

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A A

-1

07 NOV 2016 1/8" = 1'-0"

FLOOR PLAN AREA B - NEW WORK

04 8 16268

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

SHEET KEYNOTES

1 NEW BRICK WALL - BRICK 'A' - SEE TYPICAL DETAIL - BRICK WALL 8M

2 PAINT STEEL COLUMN

3 BRICK VENEER UP TO 8'-0" AFF. ANCHORED BY MASONRY TIES AT 16" OC,

VERTICALLY AND HORIZONTALLY.(BRICK 'A')

4 14" X 14" CONCRETE AROUND EXISTING STEEL COLUMN UP TO 8'-0" AFF.

5 WALK-OFF EXTRANCE MAT. 6'-0" WIDE X 10'-0" LONG.

6 3/8" X 4" DOWEL PIN @ 16" O.C. MAX, SET ENDS IN EPOXY.

7 SALVAGED BRICK WALL - BRICK 'A'

8 EXISTING CONCRETE SLAB

9 STABILIZATION DOWELS IN EXISTING SLAB. SEE STRUCTURAL DRAWINGS.

10 HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICALLY

11 RAKE JOINT 3/8" AND PROVIDE SEALANT BOTH SIDES

12 TOOTH-IN EXISTING SALVAGED BRICK - BRICK 'B'

13 ALUMINUM STOREFRONT

14 EXISTING BRICK WALL

15 REMOVE PARTIAL BRICK TO PERMIT TOOTH-IN DETAIL

16 PRECAST CONCRETE CAP IN 12'-0" LENGTHS

17 TOOTH-IN EXISTING SALVAGED BRICK - BRICK 'B' - SEE TYPICAL PILASTER

DETAIL

18 SALVAGED SLIDING DOOR SHALL BE INSTALLED. RE-USE EXISTING

HARDWARE.

19 SURFACE MOUNTED ROOM SIGNAGE, MATCH EXISTING LOTTS CENTER

SIGNAGE. SIGN SHALL READ: 'WAREHOUSE BAY 31F"

PLAN NORTH

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

1 1/2" = 1'-0"A-103

C5 COLUMN DETAIL

M A

R K

D E

S C

N D

A T

E A

P P

1 1/2" = 1'-0"

TYP. DETAIL -

BRICK WALL 8M

1 1/2" = 1'-0"

TYPICAL PILASTER DETAIL

1 1/2" = 1'-0"

TYPICAL DETAIL - BRICK INFILL

FINISH FLOOR

0'-0"

ROOF BEARING

15'-2 1/2"

E31A E32A E33A E34A E35A E36A E37A

APPROXIMATE

EXISTING GRADE

-5'-7"

A F

FINISH FLOOR

0'-0"

ROOF BEARING

15'-2 1/2"

E31AE32AE33AE34AE35AE36AE37A

4 4

APPROXIMATE

EXISTING GRADE

-5'-7"

FINISH FLOOR

0'-0"

ROOF BEARING

15'-2 1/2"

RP - ROOF 2 BEARING

27'-0 3/8"

EDEE EAEBECEFEGEHEJEK

1010 101111 1111

FINISH FLOOR

0'-0"

ROOF BEARING

15'-2 1/2"

ED EEEA EB EC EF EG EH

77 77

4'-0"

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

:4 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-201

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

B U

E L E

V A

N S

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A A

-2

07 NOV 2016

1/8" = 1'-0"A-102

B1 SOUTH ELEVATION

1/8" = 1'-0"A-103

A1 NORTH ELEVATION

08 16 3241216

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

SHEET KEYNOTES

1 EXISTING CONSTRUCTION TO REMAIN.

2 EXISTING OVERHEAD DOOR

3 EXISTING STOREFRONT

4 ALUMINUM STOREFRONT SYSTEM WITH INTEGRAL LOUVER.

5 TOOTH-IN SALVAGED BRICK AT EXISTING OPENING. BRICK PATTERN SHALL

MATCH EXISTING - BRICK 'B'. SEE TYPICAL DETAIL - BRICK INFILL

6 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE

7 6" STUD PARTITION FULL HEIGHT TO UNDERSIDE OF DECK ABOVE - SEE

PARTITION SCHEDULE

8 OPEN TO STRUCTURE ABOVE

9 EXISTING MASONRY WALL

10 NEW BRICK WALL - BRICK 'A' - SEE TYPICAL DETAIL - BRICK WALL 8M

11 SALVAGED SLIDING DOOR SHALL BE INSTALLED. RE-USE EXISTING

HARDWARE.

12 OVERHEAD COILING FIRE SHUTTER

13 REMOVE EXISTING BRICK MASONRY AT +12'-0" AFF TO PROVIDE NEW

OPENING FOR EXHAUST FAN AND LOUVER. COORDINATE SIZE OF OPENING

WITH ACTUAL EQUIPMENT SPECIFICATIONS.

M A

R K

D E

S C

N D

A T

E A

P P

1/8" = 1'-0"A-102

C1 INTERIOR ELEVATION - WEST WALL

1/8" = 1'-0"A-102

D1 INTERIOR ELEVATION - EAST WALL

MATERIAL COLOR LEGEND

MATERIAL DESCRIPTION

BRICK 'A' LAWRENCEVILLE BRICK #103FL (SMOOTH FLASHED)

BRICK 'B' SLAVAGED 'RED BRICK' (BUILDING 31)

ALUMINUM

STOREFRONTS

SHALL MATCH SHERWIN WILLIAMS SW6160 'BEST BRONZE'

STEEL

DOORS/FRAMES

SHALL MATCH SHERWIN WILLIAMS SW6160 'BEST BRONZE'

MORTAR YORK WORKRITE WR2073

PRECAST SEABOARD #7516/OLD ENGLISH LIMESTONE WITH LIGHT ACID WASH

FINISH

TYPE A (HM) TYPE B (AL)

SEE SCH

PANIC

SEE SCH

S E

E S

C H

E D

U L E

AT EXTERIOR

DOORS

HM1

2" SEE SCH 2"

S E

E S

C H

0' -2

"0' -4

VARIES

0'-1 15/16" 0'-1 15/16"

0' -0

TYP HEAD/JAMB @ DOOR

1/2"

H1 J1

" 1

8 1/2"

2" 2'-0"

2" 6'-0"

2" 2'-0"2"

SF1

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

A s i n d ic a te d

:4 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-601

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

D O

O R

E L E

V A

N S

C H

E D

U L E

A N

D M

E L L A

N E

O U

S D

E T

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A -6

07 NOV 2016

DOOR SCHEDULE

DOOR

NO. TYPE

DOOR FIRE

RATING

(MIN)

FRAME

HARDWARE NOTES:MATERIAL

SIZE

FINISH

UNDER

CUT

STC

Rating TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100 - EXIST 3'-0" 7'-0" 0'-1 3/4" - - - - - - - - - - -

101 B AL PR 3'-0" 7'-0" 0'-1 3/4" - AL 1 1

104.1 A HM PR 3'-0" 7'-0" 0'-1 3/4" 45 HM1 HM H1 J1 S1 2

104.2 A HM PR 3'-0" 7'-0" 0'-1 3/4" 45 HM1 HM H1 J1 S1 2

104.3 - EXIST 3'-0" 7'-0" 0'-1 3/4" - - - - - - - - - - -

104.4 - EXIST 10'-0" 12'-0" 0'-2" - - - - - - - - - - -

104.5 - EXIST 10'-0" 12'-0" 0'-2" - - - - - - - - - - -

104.6 - EXIST 10'-0" 12'-0" 0'-2" - - - - - - - - - - -

104.7 - EXIST 3'-0" 7'-0" 0'-1 3/4" - - - - - - - - - - -

105.1 B AL PR 3'-0" 7'-0" 0'-1 3/4" - AL 1 1

105.2 B AL PR 3'-0" 7'-0" 0'-1 3/4" - AL 1 1

1/4" = 1'-0"

DOOR ELEVATIONS

1/4" = 1'-0"

HOLLOW METAL FRAME ELEVATIONS

3" = 1'-0"

HOLLOW METAL FRAME PROFILE

1 1/2" = 1'-0"

DOOR DETAILS

SHEET KEYNOTES

1 HOLLOW METAL FRAME

2 CONTINUOUS SEALANT, BOTH SIDES

3 5/8" GWB

4 6" METAL STUDS AT 16" OC

5 DOOR AS SCHEDULED, SEE DOOR SCHEDULE

6 JAMB ANCHOR @ 16" OC

7 DOUBLE METAL STUD JAMB

8 METAL STUD BLOCK HEADER

9 SCHEDULED FLOOR FINISH

10 EXISTING CONCRETE FLOOR SLAB

11 EXISTING 8" BRICK WALL

12 PRECAST CONCRETE LINTEL, SEE STRUCTURAL DRAWINGS

13 BIRD SCREEN, TYPICAL

14 CONTINUOUS BACKER ROD AND SEALANT

15 WOOD SHIM AS NECESSARY

16 ALUMINUM STOREFRONT SYSTEM INTEGRAL LOUVER.

17 TOOTH-IN SALVAGED BRICK. BRICK PATTERN SHALL MATCH EXISTING -

BRICK 'B' - SEE DETAIL.

18 ALUMINUM STOREFRONT SYSTEM WITH INTEGRAL LOUVER.

19 CONTINUOUS BACKER ROD AND SEALANT, BOTH SIDES

20 EXISTING 3" RIGID INSULATION BOARD (R-19)

21 EXISTING PVC ROOFING SYSTEM

22 2" FIBER CANT CONTINUOUS AROUND CURB

23 METAL FLASHING

24 2X4 TREATED WOOD BLOCKING CONTINUOUS AROUND NEW OPENING

25 PREFABRICATED INSULATED METAL CURB, MATCH SIZES WITH

MECHANICAL DUCTWORK

26 SEALANT FOR PVC ROOFING SYSTEM CONTINUOUS

27 PVC COUNTER FLASHING

28 EXISTING 1/2" GYPSUM PROTECTION BOARD

29 SCHEDULED MECHANICAL EQUIPMENT OR HOOD/TOP, SEE MECHANICAL

DRAWINGS

30 METAL CURB FLASHING

31 TAPERED INSULATION CRICKET ON HIGH SIDE OF PENETRATION/OPENING

32 EXISTING 2X6 (1 3/4" X 5 3/4") T&G WOOD ROOF DECKING

1/4" = 1'-0"

STOREFRONT ELEVATION

1 1/2" = 1'-0"

DETAIL

1 1/2" = 1'-0"

DETAIL

1 1/2" = 1'-0"

DETAIL

ALUMINUM STOREFRONT DETAILS

1 1/2" = 1'-0"

DOOR SCHEDULE NOTES:

1. SEE STOREFRONT ELEVATION AND ALUMINUM STOREFRONT

HEAD, JAMB AND SILL DETAILS (THIS SHEET).

M A

R K

D E

S C

N D

A T

E A

P P

3" = 1'-0"

TYPICAL EQUIPMENT CURB DETAIL

FINISH SCHEDULE GENERAL NOTES

A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD

B. ALL MATERIALS IN PARENTHESES () ARE EXISTING.

INTERIOR COLOR LEGEND

CC FINISH DESCRIPTION

B1 RESIL RESILIENT BASE; JOHNSONITE; STYLE: STANDARD TOE; COLOR: 47 BROWN

W1 P WALL PAINT; SHERWIN WILLIAMS PAINTS; COLOR: SW7103 WHITETAIL

C1 SAPC CEILING PANEL; ARMSTRONG; STYLE:

DAVID P. ISBELL A

N I

FOHTLAE

N O

M M

O C

No.

ARCH TI ECT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

A W

N B

D E

N B

S B

M T

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C K

D B

US Army Corps of Engineers ® x

E N

U M

B E

P L

O T

S C

A L E

P L

O T

D A

T E

SHEET OF

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA

23451

(757) 417 - 0140

:4 :1

D E

F E

N S

E S

U P

P L

Y C

E N

T E

R D

S C

R R

M O

N D

N O

- W

-1

-D -0

NORFOLK DISTRICT

D S

K H

A p p ro v e r

A-701

N O

R F

O L K

T R

N O

R F

O L K

W A

L L E

R T

O D

S A

D L

E R

A R

C H

C T

Y P

R E

S S

A V

E N

U E

E A

C H

U E

D F

O R

C O

N S

T R

U C

D S

S C

H E

D U

L E

B U

O P

S C

E N

T E

R B

R E

E Z

E W

A Y

A -7

07 NOV 2016

FINISH SCHEDULE

ROOM

NO ROOM NAME

FLOOR BASE FINISH WAINSCOT WALL FINISH CEILING

NOTESFIN CC FIN CC FIN CC HGT MAT FIN CC MAT FIN

100 FIRE ROOM (CONC) - - - - - (BRICK) - - EXP -

101 VESTIBULE (CONC) - - - - - (BRICK) - - SAPC C1

102 BREEZEWAY (CONC) - RESIL B1 - - (BRICK)/GWB P W1 EXP -

103 DINING AREA (CONC) - - - - - (BRICK) - - EXP -

104 WAREHOUSE BAY

(CONC) - RESIL B1 - - (BRICK)/GWB P W1 EXP -

105 BREEZEWAY (CONC) - RESIL B1 - - (CMU)/GWB P W1 EXP -

106 LACTATION ROOM (EXIST) - - - - - - - - - -

107 EXISTING

MECHANICAL

(N.I.C.)

(EXIST) - - - - - - - - - -

108 EXISTING

MECHANICAL

(N.I.C.)

(EXIST) - - - - - - - - - -

110 LOADING DOCK (EXIST) - - - - - - - - - -

FINISH SCHEDULE ABBREVIATIONS

CC COLOR CODE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

EXP EXPOSED

FIN FINISH

G GROUT

GWB GYPSUM WALLBOARD

HGT HEIGHT

P PAINT

RESIL RESILIENT BASE

M A

R K

D E

S C

N D

A T

E A

FIRE ALARM/MNS GENERAL NOTES:

GENERAL SCOPE - ALTER THE EXISTING ADDRESSABLE HORN/STROBE FIRE ALARM SYSTEM TO

PROVIDE A COMBINED FIRE ALARM/MASS NOTIFICATION SYSTEM FOR THE BREEZEWAY AREA OF BAY F.

THE EXISTING FIRE ALARM CONTROL PANEL (HONEYWELL XLS 140-2/E) SHALL REMAIN AND BE ALTERED AS NECESSARY. NOTIFICATION APPLIANCES WITHIN THE WORK AREA WILL BE DEMOLISHED. THE SIGNALING LINE CIRCUIT SHALL REMAIN. A NEW AUTONOMOUS CONTROL UNIT WILL BE PROVIDED THAT

WILL PROVIDE VOICE NOTIFICATION FOR THE WORK AREA.

APPLICABLE CODES:

UFC 1-200-01 UNIFIED FACILITIES CRITERIA - GENERAL BUILDING REQUIREMENTS,

1 AUGUST 2015

UFC 3-600-01 UNIFIED FACILITIES CRITERIA - FIRE PROTECTION ENGINEERING FOR

FACILITIES, 1 MARCH 2013

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 1 JANUARY 2010

NFPA 70 NATIONAL ELECTRIC CODE (NEC), 2014

NFPA 72 NATIONAL FIRE ALARM CODE, 2016

NEW DEVICES SHALL BE UL LISTED.

NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS A.

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File details come from the government source that posted it. Updated Nov 14, 2017.