Tab 2 - SOW - BLDG 97 - VOQ.pdf

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DEFENSE LOGISTICS AGENCY

6090 Strathmore Road

RICHMOND VA, 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

PROJECT SITE

D

C

B

A

1 2 3 4 5

D. EMANUS

PROJECT SITE

DSCR MAIN GATE #01

6090 Strathmore Road Richmond, VA 23237

DSCR BLDG 97 VOQ RENOVATION

100% DESIGN SUBMITTAL

JW

KH

22 AUG 2024

10356006

G-001

COVER SHEET

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

NTS

SITE MAP

NTS

VICINITY MAP

A2

B4

PLAN NORTH

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

JW

KH

22 AUG 2024

10356006

G-002

SHEET INDEX

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

SHEET LIST

SHEET NUMBER SHEET NAME

65%

05/20/2024 95%

07/11/2024 100%

08/15/2024

GENERAL

G-001 COVER SHEET X

G-002 SHEET INDEX X

G-003 GENERAL NOTES, ABBREVIATIONS X

G-100 CODE ANALYSIS X

G-101 LIFE SAFETY PLAN X

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES X

ARCHITECTURAL

AD101 FIRST FLOOR PLAN DEMOLITION X

AD105 FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION X

A-101 FIRST FLOOR PLAN - BASE DESIGN X

A-102 FIRST FLOOR PLAN - OPTION 1 X

A-105 FIRST FLOOR REFLECTED CEILING PLAN X

A-201 EXTERIOR ELEVATIONS

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES X

FD101 FIRE ALARM PLAN - DEMOLITION X

FD102 FIRE SUPPRESSION PLAN - DEMOLITION X

FA101 FIRE ALARM PLAN - NEW WORK X

FA501 FIRE ALARM DETAILS X

FA601 FIRE ALARM MATRIX X

FX101 FIRE SUPPRESSION PLAN - NEW WORK X

FX501 FIRE SUPPRESSION DETAILS X

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS & ABBREVIATIONS X

PLUMBING

P-101 PLUMBING DEMOLITION PLAN X

P-102 PLUMBING NEW WORK PLAN X

P-501 PLUMBING DETAILS X

P-601 PLUMBING SCHEDULES X

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND LEGEND X

ED101 ELECTRICAL LIGHTING PLAN DEMOLITION - BID OPTION X

ED102 ELECTRICAL POWER PLAN DEMOLITION X

E-101 ELECTRICAL LIGHTING PLAN - BID OPTION X

E-102 ELECTRICAL POWER PLAN X

E-601 ELECTRICAL ONE-LINE DIAGRAM AND PANEL SCHEDULES X

TELECOMMUNICATIONS

TD101 TELECOMMUNICATIONS DEMOLITION PLAN X

T-101 TELECOMMUNICATIONS PLAN X

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

F - FIRE PROTECTION

T - TELECOMMUNICATIONS

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A1

A201

A204

A1

A301

A401

ROOM

100'

LEVEL 01

100'

PLAN NORTH

A1

FIRST FL

1/4" = 1'-0"

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

MB

VV

22 AUG 2024

10356006

G-003

GENERAL NOTES, ABBREVIATIONS

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION ABBREVIATION NAME

# NUMBER

& AND

= EQUAL, EQUALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISEHD FLOOR

AH, AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/ FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BET BETWEEN

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

C CHANNEL

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER

CWB CAPILLARY WATERBARRIER

D DEEP, DEPTH

DEG DEGREE

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DL DEADLOAD

DO DITTO

DT DRAG TRUSS

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACHFACE

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

EQN EQUATION

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXT EXTERNAL, EXTERIOR

FF FAR FACE

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FJ FLOOR JOIST

FMG FRAMING

FN FIELD NAIL

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT, ' FOOT

FTG FOOTING

Fy YIELD STRESS

GA GAUGE

GLB GLUED LAMINATED BEAM

GT GIRDER TRUSS

GUSS GUSSET

GYP BD GYPSUM BOARD

HD HOLD DOWN

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATNG/ VENTILATING/ AIR CONDITIONING

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

IN, " INCH

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION ABBREVIATION NAME

INCL INCLUDE

INFO INFORMATION

INS INSULATED, INSULATION

JST JOIST

K, KIPS THOUSAND POUNDS

L LENGTH, ANGLE

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATION

LONG LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

MAS MASONRY

MB MACHINE BOLT

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MF MOMENT FRAM

MFG MANUFACTURING

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFY, MODIFIED

MRF MANUFACTURER

NF NEAR FACE

NOM NOMINAL

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND, OVERHEAD

OWSJ OPEN WEB STEEL JOIST

P/C PIN CONNECTED

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PFJ PERIMETER FELT JOINT

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT, PRETENSIONED

REINF REINFORCING, REINFORCED

REQ REQUIRED

RET RETURN, RETAINING

REV REVISION, REVISED

RF ROOF

RFT RAFTERS

RPM REVOLUTIONS PR MINUTE

RS ROUGH SAWN

RT ROOF TRUSS

S SECTION MODULUS

SC SLIP CRITICAL

SCBRW SEGMENTAL CONCRETE BLOCK RETAINING WALL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SEIS SEISMIC

SEP SEPARATION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SMS SHEET METAL SCREW

SPEC(S) SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

ST SNUG TIGHT

STD STANDARD

STIF/STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TGB TOP OF GRADE BEAM

THK THICK, THICKNESS

TL TOTAL LOAD

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UFC UNITED FACILITES CRITERIA

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT VERTICAL

W WIDTH, WEST, WIDE FLANGE

w/ WITH

WF WIDE FLANGE

WPT WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x BY, TIMES

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

RM

JM

22 AUG 2024

10356006

G-100

CODE ANALYSIS

BLDG 97 VOQ RENOVATION

22 AUG 2024

SPRINKLERED BUILDINGS

• CORRIDORS PROVIDING ACCESS TO AN EXIT: NO RATING REQUIRED IN FULLY 38.3.6.1(3), 42.3.6, & 40.3.6

NFPA 101 EXIT ACCESS CORRIDORS:

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• NONBEARING WALLS & PARTITIONS - INTERIOR 0 HOUR

• NONBEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

• BEARING WALLS - INTERIOR 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HOUR

IBC 601 & TABLE 602 ALL ALLOWABLE

COMBUSTIBLE MATERIALS AS DEFINED

IN SECTION 603

IBC STRUCTURAL ELEMENTS:

FIRE RESISTANCE REQUIREMENTS

• ALLOWABLE HEIGHT: THREE (3) STORIES (S-1 OCCUPANCY) IBC TABLE 506.2

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: 7,000 SQUARE FEET IBC §507.5

ALLOWABLE IBC BUILDING HEIGHT AND FLOOR AREA:

MODERATE-HAZARD STORAGE NFPA CHAPTER 42

EXSTING HOTELS AND DORMITORIES NFPA CHAPTER 29

• NFPA OCCUPANCY CLASSIFICATIONS - MULTIPLE OCCUPANCY, SEPARATED OCCUPANCY NFPA 101 § 6.1.14

GROUP S-1 (MODERATE STORAGE) IBC § 311.2 (MODERATE STORAGE)

GROUP R-2 (RESIDENTIAL WITH TWO OR MORE SLEEPING UNITS) IBC § 310 (RESIDENTIAL)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE, SEPARATED OCCUPANCY IBC § 508

BUILDING OCCUPANCY CLASSIFICATION

• BUILDING IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM

• BUILDING HEIGHT AND STORIES: 16'-0" AND ONE (1) STORY IBC § 502 BUILDING HEIGHT DEFINITION

• TOTAL BUILDING AREA: 2,844 SQ.FT. IBC § 502 BUILDING AREA DEFINITION

• TYPE VB CONSTRUCTION (IBC) IBC § 602 & TABLE 601

BUILDING DESCRIPTION - PROVIDED

AFM 32-1084, FACILITY REQUIREMENTS

ASME/ANSI A13.1- SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS.

INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2021 EDITION. (AS AMENDED BY UFC 1-200-01)

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. (AS AMENDED BY UFC 1-200-01)

OTHER REFERENCES

NFPA 1963, STANDARD FOR FIRE HOSE CONNECTIONS, 2019 EDITION.

NFPA 400, HAZARDOUS MATERIALS CODE, 2022 EDITION.

NFPA 291, RECOMMEND PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019 EDITION.

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2022 EDITION.

NFPA 170, FIRE SAFETY SYMBOLS, 2024 EDITION.

NFPA 101, LIFE SAFETY CODE, 2024 EDITION.

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2024 EDITION.

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022 EDITION.

NFPA 72, NATIONAL FIRE ALARM CODE, 2022 EDITION.

NFPA 70, NATIONAL ELECTRIC CODE, 2023 EDITION.

NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES 2022 EDITION.

NFPA 13R, STANDARD FOR THE INSTALLATION OF SPRINKLERS IN LOW RISE RESIDENTIAL OCCUPANCIES, 2022 EDITION.

NFPA 1, FIRE CODE, 2024 EDITION.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - LATEST EDITIONS

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 1 OCTOBER 2013.

UFC 3-601-02, OPERATION AND MAINTENANCE: INSPECTION, TESTING AND MAINTENANCE OF FIRE PROTECTION SYSTEMS, 8 SEP 2010.

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, 6 MAY 2021.

UFC 3-580-01, TELECOMMUNICATIONS INTERIOR INFRASTRUCTURE PLANNING AND DESIGN, CHANGE 1, 1 JUNE 2016.

UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, 26 OCTOBER 2015.

UFC 3-400-02, DESIGN: ENGINEERING WEATHER DATA, 28 FEB 2003.

UFC 3-301-01, STRUCTURAL ENGINEERING, 11 APR 2023, CHANGE 1, 2 OCT 2023.

UFC 3-230-01, WATER STORAGE, DISTRIBUTION AND TRANSMISSION, 1 NOV 2012, CHANGE 2, 1 JUL 2014.

UFC 1-300-02, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FORMAT STANDARD, 1 APRIL 2014.

UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, CHANGE 3, 26 FEB, 2024

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

CODE ANALYSIS

• DOORS FROM HANGAR BAYS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL. UFC 4-211-01 § 3-3.1.9

• DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2

• NOT LESS THAN 32" FOR DOOR CLEAR WIDTH NFPA 101 § 7.2.1.2.4

• NOT LESS THAN 36" FOR ANY MEANS OF EGRESS NFPA 101 § 7.3.4.1 (2)

MINIMUM WIDTH:

• STORAGE, SPRINKLERED: 50 FEET NFPA 101 TABLE A7.6

• EXISTING HOTELS AND DORMITORIES, SPRINKLERED: 50 FEET NFPA 101 § 29.2.5.3

DEAD-END LIMITS

• STORAGE, SPRINKLERED: 100 FEET NFPA 101 TABLE 42.2.5

• EXISTING HOTELS AND DOMRITORIES, SPRINKLERED: 50 FEET NFPA 101 §29.2.5.2.1

COMMON PATH OF TRAVEL

• STORAGE: 400 FEET NFPA 101 TABLE 42.2.6

• EXISTING HOTEL AND DORMITORY, SPRINKLERED: 125 FEET NFPA 101 §29.2.6.2

TRAVEL DISTANCE TO AN EXIT

WHEN TRAVEL DISTANCE TO AN EXIT ON THAT STORY IS NOT IN EXCESS OF COMMON PATH TRAVEL LIMITATIONS.

• STORIES USED EXCLUSIVELY FOR MECHANICAL EQUIPMENT: SINGLE MEANS OF EGRESS FROM STORY NFPA 101 § 7.12.2

AREAS OF REFUGE WILL BE PROVIDED. NFPA 101 § 7.5.4.1.1

• ACCESSIBLE MEANS OF EGRESS - NOT LESS THAN 2 MEANS OF EGRESS WILL BE PROVIDED. NO NFPA 101 § 7.5.4.1

• OCCUPANT LOAD 1-500: NOT LESS THAN 2 MEANS OF EGRESS REQUIRED NFPA 101 § 7.4.1.1

MINIMUM NUMBER OF MEANS OF EGRESS

MEANS OF EGRESS REQUIRED; SEE LIFE SAFETY PLANS FOR EGRESS PROVIDED

STORAGE A, B, OR C A, B, OR C A, B, OR C CLASS I OR II

BUSINESS A, B, OR C A, B, OR C A, B, OR C CLASS I OR II

RESIDENTIAL A OR B A OR B A, B, OR C CLASS I OR II

EXITS EXIT ACCESS

CORRIDORS

ROOMS AND

ENCLOSED SPACES

INTERIOR FINISH

FLOOR

GROUP

WITH SPRINKLER SYSTEM

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

• PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH UFC 3-600-01

FIRE EXTINGUISHERS

IN NFPA 13R AND UFC 3-600-01.

• AUTOMATIC SPRINKLER SYSTEMS MUST COMPLY WITH THE RESIDENTIAL DESIGN CRITERIA UFC 3-600-01 § 9-7.3.1.1

CONSTRUCTION GREATER THAN 5,000 SQ FT.

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED FOR SINGLE-STORY, TYPE III, IV, AND V UFC 3-600-01 § 9-7.2.1.3

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED THROUGHOUT.

AUTOMATIC SPRINKLER PROTECTION

RESTRICTIVE FIRE ALARM REQUIREMENTS SHALL APPLY TO ALL OCCUPANCIES.

• OCCUPANCIES ARE MIXED OCCUPANCIES (NON-SEPARATED), THE MOST NFPA 101 § 6.1.14.3

• RESIDENTIAL OCCUPANCY - REQUIRED NFPA 101 § 29.3.4

• INDUSTRIAL OCCUPANCY - REQUIRED FOR OCCUPANCIES WITH MORE THAN 100 OCCUPANTS. NFPA 101 § 40.3.4

• STORAGE OCCUPANCY - NO REQUIREMENT NFPA 101 § 42.3.4.1.3

• MANUAL PULL STATION AT ALL EXIT DOORS UFC 3-600-01

GENERAL FIRE ALARM SYSTEM REQUIREMENTS (UFC-3-600-01, NFPA 70, NFPA 72, ABA AND UFC 4-010-01)

FIRE ALARM

ACTIVE FIRE PROTECTION SYSTEMS (SHALL COMPLY WITH UFC 3-600-01 CH.9):

• DIMENSIONS OF FIRE LANES AND TURNAROUNDS COMPLY WITH NFPA 1.

FOR FIRE DEPARTMENT INGRESS AND WITHIN 150FT OF FIRE DEPARTMENT CONNECTIONS.

• ONE MEANS OF PAVED ALL-WEATHER GROUND ACCESS NO FARTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE

FIRE DEPARTMENT VEHICLE ACCESS (UFC 3-600-01 §9-1 AND UFC 4-211-01; SEE CODE SITE PLAN)

• STORAGE USE; 300 SQ.FT./PERSON GROSS FLOOR AREA

• RESIDENTIAL USE; 200 SQ.FT./PERSON GROSS FLOOR AREA

NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

FULLY SPINKLERED.

• STAIRS - 0.3 INCHES PER OCCUPANT FOR DOORS IN BUILDINGS THAT ARE NFPA 101 TABLE 7.3.3.1

THAT ARE FULLY SPRINKLERED.

• LEVEL COMPONENTS (DOORS) - 0.2 INCHES PER OCCUPANT FOR DOORS IN BUILDINGS NFPA 101 TABLE 7.3.3.1

OCCUPANCY CAPACITY FACTORS:

WITH SECTION 903.3.1.1.

THROUGHOUT BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE

2. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED

IN ACCORDANCE WITH SECTION 903.3.1.1.

IN BUILDINGS EQUIPPED THROUGHOUT BY AN AUTOMATIC SPRINKLER SYSTEM

1. THE CLEAR WIDTH OF 48 INCHES BETWEEN HANDRAILS IS NOT REQUIRED

EXCEPTION:

2. INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1007.3 & 1009.

1. ACCESSIBLE ROUTES COMPLYING WITH SECTION 1104.

IN DESIGN ARE LISTED)

WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING (ONLY THOSE INCLUDED

• EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC IBC § 1007.3

ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO

REQUIRED BY SECTION 1015.1 OR 1021.1 FROM ANY ACCESSIBLE SPACE, EACH

ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE

• ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED WITH NOT LESS THAN ONE IBC 1007.1

MEANS OF EGRESS.

• ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE IBC §1007 ACCESSIBLE ABA F207.1

THE 2015 EDITION WILL BE USED.

EGRESS AND ACCESSIBILITY.UTILIZE THE ABA.WHERE THE ABA REFERENCES THE IBC, § 2-10 & 2-11

• PER UFC 1-200-01 §2-11, DELETE CHAPTER 10 & 11 OF THE IBC FOR MEANS OF UFC 1-200-01

ACCESSIBLE MEANS OF EGRESS

MEANS OF EGRESS (CONTINUED):

08/22/2024

T

-2 T

D -2

T D

-2

T D

-1 T

D -1

T D

-1

T D

-3 T

D -3

T D

-4 T

D -4

T D

-4

COMM

47 SF

LAUNDRY

127 SF

BEDROOM

124 SF

BEDROOM

125 SF

KITCHEN

62 SF

VENDING

97 SF

LIVING RM

167 SF

LIVING RM

168 SF

LIVING RM

177 SF

BEDROOM

113 SF

BEDROOM

113 SF

R.R

72 SF

R.R

69 SF

LIVING RM

177 SF

KITCHEN

62 SF

BEDROOM

125 SF

LIVING RM

168 SF

R.R

44 SF

BEDROOM

125 SF

LIVING RM

163 SF

R.R

40 SF

R.R

40 SF

R.R

40 SF

32" 0.2

32" 0.2

32" 0.2

32" 0.2

32" 0.2

32" 0.2

32" 0.2

32" 0.2

73" 0.3

74" 0.3

EXIT WIDTH [INCHES]

EXIT DOOR TAG

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

COMPONENT SYMBOL

LIFE SAFETY SYMBOLS:

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

A

B

C

CAPACITY FACTOR [INCHES PER OCCUPANT]

EXIT CAPACITY [OCCUPANTS]

FIRE EXTINGUISHER

(ABC EXTINGUISHER)

1. FOR EXIT LIGHT AND EMERGENCY LIGHTING, SEE

ELECTRICAL LIGHTING DRAWINGS (E SERIES).

LIFE SAFETY NOTES:

EXISTING EXIT SIGN

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

PLAN NORTH

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

RM

JM

22 AUG 2024

10356006

G-101

LIFE SAFETY PLAN

BLDG 97 VOQ RENOVATION

22 AUG 2024

1/4" = 1'-0"A1

LIFE SAFETY PLAN

MEANS OF EGRESS

EGRESS

PATH ID OCCUPANCY SPRINKLER PROVIDED

MAXIMUM

PERMITTED NFPA 101 REF

TD-1 STORAGE YES 27' - 0" 400' - 0" TABLE 42.2.6

TD-2 EXISTING HOTELS AND

DORMITORIES

YES 37' - 0" 125' - 0" 29.2.6.2

TD-3 EXISTING HOTELS AND

DORMITORIES

YES 30' - 0" 125' - 0" 29.2.6.2

TD-4 EXISTING HOTELS AND

DORMITORIES

YES 35' - 6" 125' - 0" 29.2.6.2

LEGEND

TOTAL 23

162 BEDROOM HOTEL AND DORMITORY 125 200 1

161 R.R. HOTEL AND DORMITORY 40 200 1

160 LIVING RM HOTEL AND DORMITORY 163 200 1

152 BEDROOM HOTEL AND DORMITORY 125 200 1

151 R.R. HOTEL AND DORMITORY 44 200 1

150 LIVING RM HOTEL AND DORMITORY 168 200 1

143 BEDROOM HOTEL AND DORMITORY 113 200 1

142 R.R. HOTEL AND DORMITORY 73 200 1

141 KITCHEN HOTEL AND DORMITORY 62 200 1

140 LIVING RM HOTEL AND DORMITORY 177 200 1

133 BEDROOM HOTEL AND DORMITORY 113 200 1

132 R.R. HOTEL AND DORMITORY 69 200 1

131 KITCHEN HOTEL AND DORMITORY 62 200 1

130 LIVING RM HOTEL AND DORMITORY 177 200 1

122 BEDROOM HOTEL AND DORMITORY 125 200 1

121 R.R. HOTEL AND DORMITORY 40 200 1

120 LIVING RM HOTEL AND DORMITORY 168 200 1

112 BEDROOM HOTEL AND DORMITORY 124 200 1

111 R.R. HOTEL AND DORMITORY 40 200 1

110 LIVING RM HOTEL AND DORMITORY 167 200 1

102 COMM IT EQUIPMENT ROOM 47 300 1

101 LAUNDRY STORAGE (GROSS) 127 300 1

100 VENDING STORAGE (GROSS) 97 300 1

ROOM # ROOM DESCRIPTION OCCUPANT USE TYPE

AREA

(SQ SF)

OCCUPANT

LOAD FACTOR

(SQ SF/PERSON)

OCCUPANT

LOAD

OCCUPANT LOAD SCHEDULE

SHEET KEYNOTES

GENERAL STRUCTURAL NOTES

G1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND

APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT

WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF

THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND

ANSWERED IN WRITING PRIOR TO CONSTRUCTION.

G2. APPLICABLE SPECIFICATIONS AND CODES

A. INTERNATIONAL BUILDING CODE, IBC 2021 WITH APPLICABLE EDITIONS OF THE CODE

REFERENCED STANDARDS.

B. UFC 1-200-01 WITH CHANGE 3, DATED 26 FEB 2024

C. UFC 3-301-01 WITH CHANGE 1, DATED 2 OCT 2023

D. ACI 318-19

E. ASCE 7-16 WITH SUPPLEMENT 1

F. ANSI/AWC NDS 2018 WITH 2018 NDS SUPPLEMENT

G3. DESIGN CRITERIA

1. APPLIES TO ALL STRUCTURES (UNO)

A. DEAD LOAD:

1. ACTUAL TRIBUTARY STRUCTURE WEIGHT

B. LIVE LOAD:

1. PRIVATE ROOMS AND COORIDORS: 40 PSF

2. UNINHABITABLE ATTIC WITHOUT STORAGE: 10 PSF

3. LAUNDRY ROOMS: 75 PSF

4. ROOF: 20 PSF (NOT REDUCIBLE)

C. WIND:

1. ULTIMATE WIND SPEED (Vult): 113 MPH

2. NOMINAL WIND SPEEP (VASD): 88 MPH

3. RISK CATEGORY: II

3. EXPOSURE: C

4. ALL STRUCTURES ARE ENCLOSED

D. SEISMIC:

1. RISK CATEGORY: II

2. IMPORTANCE FACTOR: 1.00

3. SPECTRAL RESPONSE ACCELERATION, SS = 0.214

4. SPECTRAL RESPONSE ACCELERATION, S1 = 0.054

5. SITE CLASS: D (ASSUMED)

6. SEISMIC DESIGN CATEGORY: B

7. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.228

8. SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.086

9. BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT-FRAME (WOOD) WALLS SHEATEHD

WITH WOOD STRUCTURAL PANELS (ASSUMED)

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

11. DESIGN BASE SHEAR: 2.0 KIPS

12. SEISMIC RESPONSE COEFFICIENT, = 0.035

13. RESPONSE MODIFICATION FACTOR, = 6.5

E. SNOW LOAD:

1. GROUND SNOW LOAD (pg) = 20 PSF

2. SLOPED ROOF SNOW LOAD (ps) = 13 PSF

3. EXPOSURE FACTOR = 0.9

4. IMPORTANCE FACTOR = 1.0

5. THERMAL FACTOR = 1.0

6. SLOPED ROOF FACTOR = 1.0

7. FROST DEPTH = 18 INCHES

G4. AT THE TIME OF THIS DESIGN, NO GEOTECHNICAL REPORT WAS PREPARED FOR THIS PROJECT.

THE FOLLOWING ASSUMED VALUE WAS USED DURING DESIGN BASED ON THE AS-BUILT DRAWINGS OF ADJACENT STRUCTURES AND IBC TABLE 1806.2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS WITH AN OPEN-HOLE INSPECTION BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION

AND PLACEMENT OF SOIL SUPPPORTED CONCRETE.

ALLOWABLE SOIL BEARING = 1,500 PSF (GRAVITY)

2,000 PSF (SEISMIC/WIND)

LATERAL BEARING PRESSURE = 100 PSF

COEHSION = 130 PSF

G5. SAFETY

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE

LOADS ONLY AS A COMPLETED STRUCTURE.

G6. OPENINGS

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE

STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

G7. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF

CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE

SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF THE CONTRACTING OFFICER IN WRITING

FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.

G8. THE CONTACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

G9. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS,

VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES,

AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR

FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND

PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO

SUPPORT THE EQUIPMENT.

CONCRETE

C1. DESIGN STRENGTHS:

F'c = 4,000 PSI Fy = 60,000 PSI

C2. CONCRETE COVER

UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:

CONCRETE DEPOSITED AGAINST EARTH: 3"

CONCRETE IN CONTACT WITH GROUND: 1 1/2"

CONCRETE NOT IN CONTACT WITH GROUND:

SLABS: 3/4"

BEAMS: 1 1/2"

SEE DRAWINGS FOR EXCEPTIONS

C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.

C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS

AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES NOT ALL CHAMFERS MAY BE SHOWN

ON DRAWINGS.

C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.

C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A

REGISTERED PROFESSIONAL ENGINEER , RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR

TO CASTING CONCRETE.

C8. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING

BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE CONTRACTING OFFICER.

C10. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE

IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

CONSTRUCTION AT EXISTING STRUCTURES

CE1. WHERE DRILL AND EPOXY REINFORCING OR ANCHORS ARE INSTALLED CONTRACTOR SHALL NOT

DAMAGE EXISTING REINFORCING. IF REQUIRED CONTRACTOR SHALL HAVE EXISTING CONCRETE

INVESTIGATED USING GROUND PENETRATING RADAR TO LOCATE EXISTING REINFORCING.

CE2. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE ROUGHENED TO A 1/4" AMPLITUDE, THOROUGHLY CLEANED BY SAND BLASTING, AND APPLY BONDING AGENT JUST

PRIOR TO PLACEMENT OF NEW CONCRETE.

CE3. WHERE EXISTING REINFORCING IS TO BE PRESERVED, CONTRACTOR SHALL STRAIGHTEN AND SAND

BLAST REINFORCING JUST PRIOR RO PLACEMENT OF NEW CONCRETE.

WOOD

W1. ALL LUMBER SHALL BE GRADED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS

COMMITTEE. AT TIME OF CONSTRUCTION, MOISTURE CONTENT SHALL NOT EXCEED 19%.

W2. WOOD SHALL BE GRADE MARKED DOUGLAS FIR AND AS FOLLOWS:

a. HORIZONTAL FRAMING: NO. 2

b. STUDS: NO. 2

c. SILLS AND BLOCKING: NO. 2

d. POSTS AND COLUMNS: NO. 2

e. BEAMS: NO. 2

W3. ALL PRESSURE TREATED LUMBER SHALL BE MARKED PER AWPA STANDARD U1 AND MEET OR EXCEED WATERBORNE PRESERVATIVES WOTH RETENTION OF 0.25 PCF FOR ABOVE FROUND AND 0.40 PCF FOR

SOIL AND GROUND CONTACT USE.

W4. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED. ALL BOLTS IN CONTACT

WITH PRESSURE TREATED WOOD TO BE HOT DIPPED GALVANIZED.

W5. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR PLYWOOD STRUCTURAL 1, CONFORMING TO DOC PS1

OR PS2. ALL PLYWOOD SHALL BE GRADE MARKED "DFPA STRUCTRUAL 1, EXPOSURE 1"

W6. PLYWOOD NAILING SHALL BE APPROVED BY THE INSPECTOR AND CONTRACTING OFFICER OR

ARCHITECT, PRIOR TO COVERING UP.

W7. FRAMING HARDWARE SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL.

FASTENERS TO BE FURNISHED BY THE MANUFACTURER AND ALL HOLES TO BE FILLED.

W8. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH

PROJECT AND THE APPROVAL BY THE CONTRACTING OFFICERS. THE APPROVAL IS SUBJECT TO

CONTINUED SATISFACTORY PERFORMANCE. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN

WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM ALLOWANCE EDGE DISTANCE ARE NOT

MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

W9. PROVIDE PLATE WASHERS UNDER ALL BOLTS NUTS AND HEADS.

W10. RETIGHTEN BOLTS PRIOR TO CLOSING IN.

W11. ALL NAILING SHALL CONFORM TO TABLES SET FORTH IN CHAPTER 23 OF THE INTERNATIONAL BUILDING

CODE EXCEPT AT SPECIFICALLY DETAILED CONNECTIONS. USE ONLY COMMON NAILS.

W12. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER UP UNLESS NOTED

OTHERWISE.

NEW DRAIN PIPE.

SEE PLUMBING FOR

REQUIREMENTS

EXIST REINF

TOOLED JOINT, TYP

ROUGHEN TO A MIN 1/4"

AMPLITUDE AND APPLY

BONDING AGENT

W6xW6-4x4 PLACED MID-DEPTH

NEW 10MIL VAPOR BARRIER

AT NEW INFILL SLAB.

OVERLAP 3" MIN WITH EXIST

VAPOR BARRIER AND TAPE

UNDISTURBED SUBGRADE

PROVIDE PIPE BEDDING IN

ACCORDANCE WITH ASTM

D2321 CLASS II. SOIL TYPES

INCLUDE GW, GP, SW, AND SP

AS CLASSIFIED IN ASTM D2487.

COMPACT TO MINIMUM 85%

STANDARD PROCTOR.

DO NOT UNDERMINE

EXIST SLAB

WORK OF DEMOLITION/ NEW WORK

REFERENCE PLUMBING FOR EXTENTS

AND LOCATIONS AS REQ'D FOR PLUMBING

SAND LAYER BELOW NEW CONC. SAND

SHALL BE CLASSIFIED AS SW OR SP BY

ASTM D2487.

V .I .F

B A

C K

F

IL

L

M

IN

/2

M

IN

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

2 3 4 51

D. EMANUS

CM

CM

22 AUG 2024

10356006

S-001

GENERAL STRUCTURAL NOTES

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

NTSA3

SLAB REPAIR DRAIN INFILL

DN

UP

COMM

LAUNDRY

BEDROOM

BEDROOM

KITCHEN

VENDING

LIVING RM

LIVING RM

LIVING RM

BEDROOM

BEDROOM

R.R

R.R

LIVING RM

KITCHEN

141 BEDROOM

LIVING RM

R.R

BEDROOM

LIVING RM

R.R

R.R

R.R

1 1

2 2

4 4

4 4 4 4

7 7

7 7

9 9 9

9 9

9 9

A-102 C2

A-102 C1

A-201

A3

A-201

C1

A-201

B1

1. (*) INDICATES EXISTING DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR.

2. EXSITING BUILDING INFORMATION IS AS INDCIATED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES.

3. THE EXISTING LAYOUTS INDICATED ON THESE PLANS ARE BASED ON EXISTING

PLANS AND LIMITED FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY

EXISTING CONDITIONS AS NEEDED PRIOR TO ANY CONSTRUCTION.

4. BASE DESIGN TO UPDATE ITEMS REQUIRED BY CODE, REPLACEMENT OF

MATERIALS AT WATER DAMAGED AREAS, GENERAL PAINT REFRESH, AND

PATCH AND REPAIR OF ANY OTHER DAMAGED AREAS INCLUDING CASEWORK.

5. OPTION 1 DESIGN INCLUDES BASE DESIGN AND ADDITIONAL UPGRADES,

INCLUDING NEW SIDING, WINDOW BLINDS, FANS, LIGHTING FIXTURES, LVT

FLOORING, CASEWORK REPAIR AND PAINTING, NEW ENTRY DOORS AND

STORM DOORS, AND WALL BASE.

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

GENERAL SHEET NOTES

PLAN NORTH

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

MB

VV

22 AUG 2024

10356006

AD101

FIRST FLOOR PLAN DEMOLITION

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

1/4" = 1'-0"A1

FIRST FLOOR PLAN DEMOLITION

1 REMOVE EXISTING, DAMAGED FLOORING

2 REMOVE EXISTING WINDOW BLINDS FOR

OPTION 1 SCOPE OF WORK

3 REMOVE EXISTING SHELVING

4 REMOVE EXISTING WINDOW VALANCES.

PATCH AND REPAIR HOLES REMAINING FROM

REMOVAL OF VALANCES. PAINT COLOR TO

MATCH WALL

5 RELOCATE EXISTING WASHER AND DRYER

6 DEMO PORTION OF WALL FOR

COORDINATION OF NEW CONDUIT FOR NEW

FACU POWER CONNECTION

7 REMOVE ALL EXISTING EXTERIOR SIDING

FOR OPTION 1 SCOPE OF WORK. IF OPTION 1

IS NOT CHOSEN, PATCH AND REPAIR

EXTERIOR SIDING PER MINIMUM CODE

REQUIREMENTS OUTLINED IN THE IEBC, UFC

1-200-01, AND UFC-3-190-06

8 REMOVE EXISTING DOOR KNOBS

THROUGHOUT THE UNIT FOR OPTION 1

SCOPE OF WORK. IF REMOVAL OF EXISTING

DOOR KNOBS REQUIRES REPAIR OF DOOR,

PATCH HOLES, SAND PATCHES AND ANY

OTHER DAMAGE AND PAINT TO SPECIFIED

PAINT COLOR

9 REMOVE EXISTING DOOR AND STORM DOOR,

OPTION 1. PATCH AND REPAIR ROUGH

OPENING TO ACCEPT NEW DOOR AND

STORM DOOR, TYP.

10 REMOVE EXISTING 12" DEEP OPEN

FLOOR-TO-CEILING SHELVING. PATCH AND

REPAIR WALL, CEILING, AND FLOOR LEFT

OVER FROM REMOVAL OF REMOVAL OF

SHELVING. MATCH WALL, CEILING TEXTURE

AND PAINT TO EXISTING. BASEBOARD

HEATER TO REMAIN AND KEPT PROTECTED

DURING CONSTRUCTION

11 REMOVE EXISTING COIN-OPERATED WASHER

AND DRYER. RELOCATE TO STORAGE IN

WAREHOUSE 4. PATCH AND REPAIR DRYER

VENT OPENING ON EXTERIOR WALL

12 REMOVE EXISTING TOILET

13 REMOVE AND RELOCATE TOILET PAPER

DISPENSER. PATCH AND REPAIR REMAINING

HOLES FROM REMOVAL OF DISPENSER.

REMOVE EMPTY WALL BOX IN ROOM 142 AND

PATCH WITH NEW DRYWALL AND TILE TO

MATCH EXISTING

COMM

LAUNDRY

BEDROOM

BEDROOM

122 KITCHEN

VENDING

LIVING RM

LIVING RM

LIVING RM

BEDROOM

BEDROOM

R.R

R.R

LIVING RM

KITCHEN

BEDROOM

LIVING RM

R.R

BEDROOM

LIVING RM

R.R

R.R

R.R

1 1

1 1

1 1

A-201

A3

A-201

C1

A-201

B1

10 SF

15 SF

35 SF

10 SF

10 SF

6 SF

10 1/2" 4' - 1"

/2

/2

/2

2' - 3"

2' - 9 1/2"

/2

/2

2' - 6"

9" 1' - 6"

15 SF 12 SF

8 SF 11 SF11 SF10 SF

1. (*) INDICATES EXISTING DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR.

2. EXSITING BUILDING INFORMATION IS AS INDCIATED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES.

3. THE EXISTING LAYOUTS INDICATED ON THESE PLANS ARE BASED ON EXISTING

PLANS AND LIMITED FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY

EXISTING CONDITIONS AS NEEDED PRIOR TO ANY CONSTRUCTION.

4. BASE DESIGN TO UPDATE ITEMS REQUIRED BY CODE, REPLACEMENT OF

MATERIALS AT WATER DAMAGED AREAS, GENERAL PAINT REFRESH, AND

PATCH AND REPAIR OF ANY OTHER DAMAGED AREAS INCLUDING CASEWORK.

5. OPTION 1 DESIGN INCLUDES BASE DESIGN AND ADDITIONAL UPGRADES,

INCLUDING NEW SIDING, WINDOW BLINDS, FANS, LIGHTING FIXTURES, LVT

FLOORING, CASEWORK REPAIR AND PAINTING, NEW ENTRY DOORS AND

STORM DOORS, AND WALL BASE.

REMOVE EXISTING CEILING MOUNTED FAN /

LIGHT FIXTURE. PATCH AND REPAIR ANY

REMAINING HOLES LEFT OVER FROM

EXISTING FIXTURE. LEAVE JUNCTION BOX

INTACT

DEMOLITION LEGEND

REMOVE EXISTING RECESSED CEILING LIGHT

FIXTURE. PATCH AND REPAIR WHERE

REQUIRED.

REMOVE EXISTING SURFACE MOUNTED LIGHT

FIXTURE. PATCH AND REPAIR ANY REMAINING

HOLES LEFT OVER FROM EXISTING FIXTURE

AND/OR BALLAST. FINISH CEILING TO MATCH

EXSITING TEXTURE AND PAINT COLOR.

REMOVE EXISTING WALL MOUNTED ENTRY

LIGHT FIXTURE. PATCH AND ANY REMAINING

HOLES LEFT OVER FROM EXISTING FIXTURE.

FINISH WALL TO MATCH COLOR.

REFER TO SHEET KEYNOTE FOR HATCH

DESIGNATION.

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

GENERAL SHEET NOTES

PLAN NORTH

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

MB

VV

22 AUG 2024

10356006

AD105

FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

1/4" = 1'-0"A1

FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION

1 REMOVE CEILING FOR ACCESS ENTRY

POINTS FOR DEMOLITION AND INSTALLATION

OF PLUMBING WORK

2 REMOVE DAMAGED CEILING

COMM

LAUNDRY

BEDROOM

BEDROOM

KITCHEN

VENDING

LIVING RM

LIVING RM

LIVING RM

BEDROOM

BEDROOM

R.R

R.R

LIVING RM

KITCHEN

BEDROOM

LIVING RM

R.R

BEDROOM

LIVING RM

R.R

R.R

R.R

3 3

4 45 5

140130

120110

112 122

121111

152 162

161151

150 160100

131A 141A

160A150A

140A

140B

142A 132A

130B

120A110A

130A

143A133A

C3

A-101

22 22

22 22 22 22

22 22

22 22 22 22

33 33 33 33

A-201

A2

106' - 5"

35' - 3" 45' - 9" 25' - 5"

A-102 C2 3' - 0"

/2

A-102 C1

A-201

A3

A-201

C1

A-201

B1

4444 44

44 44

7" MIN. - 9" MAX.7" MIN. - 9" MAX.

51 41

W

D

A. PAINT COLOR SW 7015 - REPOSE GRAY - PT1

B. PAINT COLOR SW 7017 - DORIAN GRAY - PT2

C. PAINT COLOR SW 9143 - CADET - PT3

D. PAINT COLOR SW 7005 - PURE WHITE - PT4

E. PAINT COLOR SW 7615 - SEA SERPENT - PT5

F. PAINT COLOR SW 6237 - DARK NIGHT - PT6

G. CORNER GUARDS - INPRO FLEXIBLE, CLEAR, VINYL,

90 DEGREE CORNER GUARDS, 1" WING, 4'-0" H

H. LUXURY VINYL TILE - TARKETT iD LATITUDE WOOD LVT 6" x 48" PLANK, COLOR TBD - LVT1

I. CERAMIC TILE - CERAMIC TILE TO MATCH

EXISTING

J. TRANSITION STRIP - JOHNSONITE WHEELED TRAFFIC

VINYL TRANSITION STRIP CTA-22-L PEARL

FINISH LEGEND - BASE DESIGN

NOTE: IN ACCORDANCE WITH OPEN SOURCING REQUIREMENTS,

THE FOLLOWING SCHEDULE LISTS THE BASIS OF DESIGN FOR

INTERIOR FINISHES. REQUESTS FOR ALTERNATE SOURCING IN

COMPLIANCE WITH THE BUY AMERICA ACT AND ALL OTHER

FEDERAL REGULATIONS MAY BE SUBMITTED FOR REVIEW AND

CONSIDERATION.

01_LEVEL_FF

0' - 0"

INTERIOREXTERIOR

CL

DOOR

TILE TO LVT

/4

M

A X

1/2"2"

EXTERIOR

INTERIOR

/4

/2

INTERIOREXTERIOR

3/4"1"

DOOR HARDWARE SCHEDULE

HARDWARE

SET 1

HARDWARE

SET 2

DOOR NO. 100, 110, 120, 130, 140, 150, 160, ENTRY DOOR, OPTION 01

DOOR NO. 132, 133, 142, 143, ABA HARDWARE, BASE AND OPTION 01

BUTTS:

LOCKSET:

MISC:

IVES 5BB1HW 4-1/2" x 4-1/2" FULL MORTISE, SATIN NICKEL, HIGH FREQ. USE SCHLAGE CO-100 STANDALONE ELECTRONIC KEYPAD PRIVACY LOCKSET, ABA COMPLIANT ATHENS

LEVER, MECHANICAL KEY BACKUP, 626 SATIN CHROME

ZERO INTERNATIONAL ABA COMPLIANT 5" RABBETED ALUMINUM THRESHOLD 65AE36, BULB TYPE

WEATHERSTRIPPING, DOOR VIEWER, DOOR GUARD, DOOR BELL KIT

BUTTS:

LOCKSET:

MISC:

IVES 5BB1 4-1/2" x 4-1/2" FULL MORTISE, SATIN NICKEL

SCHLAGE DELFAYO F40 DEL 619 ABA COMPLIANT LEVER BED & BATH PRIVACY LOCKSET,

STANDARD TRIM, SATIN NICKEL

WALL / HINGE STOP

DOOR TYPES

TYPE 01 -

EXTERIOR 3-PANEL

TYPE 02 -

INTERIOR FLUSH

EXTERIOR STORM DOOR

R E

F S

C H

E D

U L E

REF. SCHEDULE

6 5/8"

4 3/4"

R E

F S

C H

E D

U L E

REF. SCHEDULE

R E

F S

C H

E D

U L E

REF. SCHEDULE

4 3/16"

RETRACTABLE

GLAZING / SCREEN

SOLID

1. (*) INDICATES EXISTING DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR.

2. EXSITING BUILDING INFORMATION IS AS INDCIATED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES.

3. THE EXISTING LAYOUTS INDICATED ON THESE PLANS ARE BASED ON EXISTING

PLANS AND LIMITED FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY

EXISTING CONDITIONS AS NEEDED PRIOR TO ANY CONSTRUCTION.

4. BASE DESIGN TO UPDATE ITEMS REQUIRED BY CODE, REPLACEMENT OF

MATERIALS AT WATER DAMAGED AREAS, GENERAL PAINT REFRESH, AND

PATCH AND REPAIR OF ANY OTHER DAMAGED AREAS INCLUDING CASEWORK.

5. OPTION 1 DESIGN INCLUDES BASE DESIGN AND ADDITIONAL UPGRADES,

INCLUDING NEW SIDING, WINDOW BLINDS, FANS, LIGHTING FIXTURES, LVT

FLOORING, CASEWORK REPAIR AND PAINTING, NEW ENTRY DOORS AND

STORM DOORS, AND WALL BASE.

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

GENERAL SHEET NOTES

PLAN NORTH

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

D. EMANUS

MB

VV

22 AUG 2024

10356006

A-101

FIRST FLOOR PLAN - BASE DESIGN

DSCR BUILDING 97 VOQ RENOVATION

22 AUG 2024

1/4" = 1'-0"A1

FIRST FLOOR PLAN - BASE DESIGN

DOOR SCHEDULE

DOOR

NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWARE COMMENTS:

SIZE

FINISH MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100 26 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE, NO STORM DOOR, FLIP DOOR SWING

101 02 3' - 0" 6' - 8" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 NO HARDWARE CHANGES, RELOCATE AND ROTATE DOOR AND FRAME

110 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE

120 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE

130 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE, ABA; BASE - ABA HARDWARE

132 02 3' - 0" 6' - 8" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 2 ABA HARDWARE

133 02 2' - 10" 6' - 8" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 2 ABA HARDWARE

140 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE, ABA; BASE - ABA HARDWARE

142 02 3' - 0" 6' - 8" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 2 ABA HARDWARE

143 02 2' - 10" 7' - 0" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 2 ABA HARDWARE

150 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE

151 02 2' - 10" 6' - 8" 0' - 2" PT WD C1/A-101 C2/A-101 C3/A-101 2 ABA HARDWARE

160 01 3' - 0" 6' - 8" 0' - 1 3/8" PT WD C1/A-101 C2/A-101 C3/A-101 1 OPTION 1- REPLACED DOOR AND HARDWARE

3" = 1'-0"C3

TYP. EXTERIOR DOOR

THRESHOLD

3" = 1'-0"C4

FLOOR TRANSITION

DETAILS

3" = 1'-0"C2

JAMB - WOOD DOOR

3" = 1'-0"C1

HEAD - WOOD DOOR

SHEET KEYNOTES

1 PAINT WALL - PT3, FINISH G3

2 REPLACE ALL DOOR KNOBS WITH ABA

COMPLIANT DOOR LEVER SETS

THROUGHOUT THE UNIT

3 PATCH, REPAIR AND PAINT EXISTING

CASEWORK, FINISH G3

4 REPLACE ALL EXISTING CORNER

GUARDS THROUGHOUT THE UNIT

WITH NEW, TYP.

5 INSTALL NEW LUXURY VINYL TILE

FLOORING

6 AT AREAS OF DAMAGED TILE,

REMOVE DAMAGED TILE AND

REPLACE TILE TO MATCH EXISTING.

ENSURE PROPER INSTALLATION IS

MET TO PROVIDE ADEQUATE

WATERPROOF BARRIER

7 PAINT TRIM, INTERIOR DOORS, TYP.

ALL ROOMS - PAINT COLOR PT4,

FINISH G5

8 NEW WOOD ENTRY DOOR - OPTION 1

9 NEW ALUMINUM STORM DOOR -

OPTION 1

10 DOOR THRESHOLD

11 EXPANSION JOINT

12 SELF-ADHERING FLASHING

13 TERMINATION BAR

14 WATERPROOFING MEMBRANE

15 CRUSHED GRAVEL

16 CENTERLINE OF TRANSITION STRIP

17 DOOR AS SCHEDULED WHERE

OCCURS

18 TILE

19 TRANSITION PROFILE WITH VISIBLE

SURFACE

20 LVT

21 NEW FLOOR SINK

22 EXISTING PTAC UNIT

23 STORM DOOR AS SCHEDULED

24 EXISTING PARTITION

25 JOINT SEALANT, EACH SIDE AND ALL

AROUND, TYP.

26 DOOR AS SCHEDULED

27 NEW ALUMINUM DRIP CAP

28 NEW FIBER CEMENT PANEL BOARD,

OPTION 1

29 AIR BARRIER

30 THROUGH WALL FLASHING WITH 1"

DRIP EDGE

31 WOOD TRIM

32 ALUMINUM DOOR HINGE FOR STORM

DOOR

33 FLOOR TRANSITION LOCATION, REF.

C3/A-101

34 EXISTING PANELBOARD "SP" TO

REMAIN

35 NEW ELECTRICAL PANEL, REF. ELEC

36 WALL MOUNTED IT CABINET, REF.

TELECOMMUNICATIONS

37 NEW PEX MANIFOLD, REF. PLUMBING

38 EXISTING FLOOR DRAIN

39 EXISTING WATER SOFTENER

40 EXISTING WATER HEATER

41 SAFETY SWITCH, REF. ELEC

42 EXISTING GRAB BAR

43 NEW 18" DEEP OPEN

FLOOR-TO-CEILING BUILT-IN

SHELVING

44 REPLACE EXISTING CABINET

HARDWARE KNOBS WITH NEW

HARDWARE PULLS. PATCH, REPAIR,

AND PAINT HOLES FROM PREVIOUS

KNOBS

45 RELOCATED TOILET PAPER

DISPENSER 18" A.F.F.

46 NEW TOILET WITH FLUSH CONTROLS

ON OPEN SIDE

47 MOVE REAR WALL GRAB BAR 6"

TOWARDS BATHTUB. REPLACE TILE

WITH LIKE MATERIALS AT HOLES OF

REMOVAL OF EXISTING GRAB BAR

48 MOVE TOWEL BAR, TOWEL RING,

SHELF TO 48" A.F.F. PATCH AND

REPAIR DRYWALL HOLES WHERE

COMPONENTS WERE REMOVED

49 NEW ABA COMPLIANT SHOWER

SPRAY UNIT WITH VERTICAL

ADJUSTABLE-HEIGHT VERTICAL BAR

50 NEW 24" CONTROL END WALL GRAB

BAR TO MATCH EXISTING HEIGHT.

PATCH, REPAIR, AND SEAL BATHTUB

ENCLOSURE AND WALL TO PREVENT

LEAKAGE INTO WALL CORE

51 RELOCATED WASHER AND DRYER

52 PAINT FRONT DOOR PT6, FINISH G5

COMM

LAUNDRY

BEDROOM

BEDROOM

KITCHEN

VENDING

LIVING RM

LIVING RM

LIVING RM

BEDROOM

133 BEDROOM

R.R

R.R

LIVING RM

KITCHEN

BEDROOM

LIVING RM

R.R

BEDROOM

LIVING RM

R.R

R.R

R.R

22 2

2 2

6 67 7

4 4 4 4

4 4

4 4

8 8 9

4 4 44

C3

A-101

12 12

12 12 12 12

12 12

12 12 12 12

140130

120110

112 122

121111

152 162

161151

150 160100

131A 141A

160A150A

140A

140B

142A 132A

130B

120A110A

130A

143A133A

141414

15 15

15 15

15 15

A-201

A2

35' - 3" 45' - 9" 25' - 5"

106' - 5"

A-102 C2

A-102 C1

A-201

A3

A-201

C1

A-201

B1

7" MIN. - 9" MAX.7" MIN - 9" MAX.

W

D

1. (*) INDICATES EXISTING DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR.

2. EXSITING BUILDING INFORMATION IS AS INDCIATED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

ANY DISCREPANCIES.

3. THE EXISTING LAYOUTS INDICATED ON THESE PLANS ARE BASED ON EXISTING

PLANS AND LIMITED FIELD OBSERVATION. CONTRACTOR TO FIELD VERIFY

EXISTING CONDITIONS AS NEEDED PRIOR TO ANY CONSTRUCTION.

4. BASE DESIGN TO UPDATE ITEMS REQUIRED BY CODE, REPLACEMENT OF

MATERIALS AT WATER DAMAGED AREAS, GENERAL PAINT REFRESH, AND

PATCH AND REPAIR OF ANY OTHER DAMAGED AREAS INCLUDING CASEWORK.

5. OPTION 1 DESIGN INCLUDES BASE DESIGN AND ADDITIONAL UPGRADES,

INCLUDING NEW SIDING, WINDOW BLINDS, FANS, LIGHTING FIXTURES, LVT

FLOORING, CASEWORK REPAIR AND PAINTING, NEW ENTRY DOORS AND

STORM DOORS, AND WALL BASE.

A. PAINT COLOR SW 7015 - REPOSE GRAY - PT1

B. PAINT COLOR SW 7017 - DORIAN GRAY - PT2

C. PAINT COLOR SW 9143 - CADET - PT3

D. PAINT COLOR SW 7005 - PURE WHITE - PT4

E. PAINT COLOR SW 7615 - SEA SERPENT - PT5

F. PAINT COLOR SW 6237 - DARK NIGHT - PT6

G. EXTERIOR DOOR - TRIMLITE 36" x 80" 3-PANEL PREHUNG

ENTRY DOOR WITH SATIN NICKEL HINGES, MODEL

3068LHISPSF3PSHK491615M

H. CORNER GUARDS - INPRO FLEXIBLE, CLEAR, VINYL, 90

DEGREE CORNER GUARDS, 1" WING, 4'-0" H

I. LUXURY VINYL TILE - TARKETT iD LATITUDE WOOD LVT 6" x 48" PLANK, COLOR TBD - LVT1

J. FLOOR BASE - MOULDINGS ONE 4" x 7/8" WOOD

BASEBOARD 2032 - PAINT COLOR PT4 - FINISH…