Attachment 1 - B1655 Drawings - CUI.pdf

PDF 40 MB Posted Jul 25, 2024

Attached to: Repair/Renovate B1655 Federal contract opportunity
Solicitation number: FA667524R0004
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Jul 25, 2024

This document is an attachment titled "Attachment 1 - B1655 Drawings - CUI.pdf" related to a federal contract opportunity for the "Repair/Renovate B1655" project.

The federal contract opportunity is a pre-solicitation from the Department of the Air Force Reserve Command (AFRC) with Solicitation Number FA667524R0004. The project involves the demolition, construction, renovation, and incidental related work to an Air Force Maintenance Low Observable (LO), Metals Tech and Structures Shops Building #1655, in compliance with A&E produced design specifications and drawings. The work includes civil, architectural, mechanical, and electrical components. The Air Force AFRC anticipates releasing the solicitation on a tentative date.

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Other files for this federal contract opportunity

Other files attached to Repair/Renovate B1655, newest first.
File	Type	Posted
Attachment 5 - B1655_RFI.pdf	PDF	Jul 25, 2024
Attachment 3 - B1655 Submittal Register.xlsx	XLSX spreadsheet	Jul 25, 2024
Attachment 2 - B1655 Specifications.pdf	PDF	Jul 25, 2024
Attachment 7 - B1655 Site Visit Sign-in Sheet .pdf	PDF	Jul 25, 2024
Attachment 4 - WD_TX20240270_04052024.pdf	PDF	Jul 25, 2024
Attachment 6 - Past Perf Questionnaire.docx	DOCX document	Jul 25, 2024
Attachment 7 - B1655 Site Visit Sign-in Sheet .pdf	PDF	Jul 25, 2024

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INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX-100

DISCIPLINE:

A - ARCHITECTURE

C - CIVIL

I - INTERIOR

F - FIRE PROTECTION

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

T - TELECOMMUNICATIONS

DISCIPLINE MODIFIER

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

SHEET NUMBER WITHIN SERIES

HAUL ROUTE IN

HAUL ROUTE OUT

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

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S I

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A F

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NUMBER

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R E

N G

E R

W L

O O

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N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

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H D

A S

N O

T E

F A

A W

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

C O

V E

R S

H E

E T

G-001

C Z

A M

AFRC 301 Contracting, 1660 Lyons Drive, NAS JRB Fort Worth, Texas 76127

B1655 LO SHOP DESIGN

SOLICITATION NUMBER: FA667523F0003

CONTRACT NUMBER: FA664318D0009

FILE NUMBER: F5A6CE2292AW02

PROJECT NUMBER: 10362240

ISSUED FOR CONSTRUCTION

09/28/2023

SITE LOCATION

VICINITY MAP & HAUL ROUTE NOT TO SCALE

SHEET INDEX

SHEET

NUMBER SHEET NAME IS

S U

E D

F O

R C

O N

S T

R U

C T

GENERAL

G-001 COVER SHEET X

G-002 PROJECT INFORMATION, ABBREVIATIONS X

G-100 CODE ANALYSIS X

G-101 LIFE SAFETY PLAN X

CIVIL

C-001 CIVIL TEMPORARY SECURITY FENCE AND

CONTRACTOR LAYDOWN AREA

ARCHITECTURAL

AD-101 FLOOR PLAN - DEMOLITION X

AD-102 REFLECTED CEILING PLAN - DEMOLITION X

AD-201 ELEVATIONS - DEMOLITION X

A-101 FLOOR PLAN X

A-102 REFLECTED CEILING PLAN X

A-103 ROOF PLAN X

A-201 EXTERIOR ELEVATIONS X

A-202 INTERIOR ELEVATIONS X

A-301 WALL SECTIONS X

A-401 ENLARGED RESTROOM PLAN X

A-530 WALL DETAILS X

A-531 WALL DETAILS X

A-535 SHOWER DETAILS X

A-601 DOOR SCHEDULE AND DETAILS X

A-720 STD PARTITION TYPES X

A-722 PARTITION FRAMING DETAILS X

A-730 TOILET MOUNTING DIAGRAM X

A-731 INTERIOR CASEWORK STANDARDS X

A-732 INTERIOR CASEWORK STANDARDS X

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES X

S-101 FIRST FLOOR SLAB PLAN X

S-102 INTERMEDIATE LEVEL FRAMING PLAN X

S-301 STRUCTURAL DETAILS X

S-302 STRUCTURAL DETAILS X

INTERIORS

I-001 INTERIOR FINISH LEGEND AND ROOM FINISH

SCHEDULE

I-101 INTERIOR FINISH PLAN X

I-201 INTERIORS FURNITURE PLAN X

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES X

FD-101 FIRE ALARM PLAN - DEMOLITION X

FD-102 FIRE PROTECTION PLAN - DEMOLITION X

FA-101 FIRE ALARM AND MASS NOTIFICATION PLAN -

NEW WORK

FA-501 FIRE ALARM AND MASS NOTIFICATION DETAILS X

FP-101 FIRE PROTECTION PLAN - NEW WORK X

FP-501 FIRE PROTECTION DETAILS X

SHEET INDEX

SHEET

NUMBER SHEET NAME IS

S U

E D

F O

R C

O N

S T

R U

C T

PLUMBING

P-001 PLUMBING LEGEND X

PD-102 PLUMBING DEMOLITION ABOVE FLOOR PLAN X

PD-101 PLUMBING DEMOLITION UNDERFLOOR PLAN X

P-101 PLUMBING PLAN X

P-102 PLUMBING ENLARGED PLAN X

P-103 PLUMBING ENLARGED PLAN X

P-104 PLUMBING COMPRESSED AIR AND VACUUM PLAN X

P-401 PLUMBING RISERS X

P-501 PLUMBING DETAILS X

P-502 PLUMBING DETAILS X

P-601 PLUMBING SCHEDULES X

P-602 PLUMBING SCHEDULES X

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS X

MD-101 HVAC DEMOLITION PLAN X

MD-102 HVAC ROOF PLAN - DEMOLITION X

MPD-101 MECHANICAL PIPING PLAN - DEMOLITION X

M-101 HVAC PLAN - NEW WORK X

M-102 HVAC ROOF PLAN - NEW WORK X

MP-101 MECHANICAL PIPING PLAN - NEW WORK X

MP-201 MECHANICAL PIPING ENLARGED PLAN X

M-501 HVAC DETAILS X

M-502 HVAC DETAILS X

M-601 HVAC SCHEDULES X

M-602 HVAC SCHEDULES X

M-603 HVAC SCHEDULES X

M-604 HVAC SCHEDULES X

M-701 FLOW DIAGRAM X

M-702 FLOW DIAGRAM X

M-800 CONTROLS GENERAL NOTES, ABBREVIATIONS X

M-801 CONTROL DIAGRAMS X

M-802 CONTROL DIAGRAMS X

M-803 CONTROL DIAGRAMS X

M-804 CONTROLS DIAGRAMS X

M-805 CONTROL POINTS X

M-806 CONTROL POINTS X

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS X

ED-101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN X

E-101 LIGHTING PLAN X

E-110 POWER PLAN X

E-111 POWER PLAN - EXISTING ELEC ROOM X

E-112 POWER PLAN - ROOF PLAN X

E-113 POWER PLAN - MECHANICAL EQUIPMENT X

E-501 ELECTRICAL DETAILS X

E-601 ONE-LINE DIAGRAM X

E-701 ELECTRICAL PANELBOARD SCHEDULES X

E-801 ELECTRICAL SCHEDULES X

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS NOTES & LEGEND X

T-101 TELECOMMUNICATION PLAN X

T-401 TELECOMMUNICATION ENLARGED - TR X

T-402 TELECOMMUNICATION TR ELEVATIONS X

T-501 TELECOMMUNICATION DETAILS X

YOU ZHOU

2 7 6 7 3

09/28/2023

DRAWING ABBREVIATIONS BUILDING SUMMARY

ANNOTATION CALLOUTS/DRAWING SYMBOLS

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

AWT ACOUSTICAL WALL TREATMENT

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

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

CNC COMPUTERIZED NUMERICAL

CONTROL

CNDS CONDENSATE

CDR CARD READER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CR CONTROL ROOM

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DK DARK BRONZE ANODIZED

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

EA EACH

EF EACH FACE

ES EACH SIDE

EL ELEVATION

ENTR ENTRANCE

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

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

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FSTNR FASTENER

FT FEET

FTG FOOTING

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

GWB GYPSUM WALLBOARD

HB HOSE BIBB

HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

JAN JANITOR

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

LAM LAMINATE

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LKR LOCKER

LOASM LOW OBSERVABLE AIRCRAFT

STRUCTRAL MAINTENANCE

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

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 NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORIG ORIGINAL

PA PUBLIC ADDRESS

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

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

QTY QUANTITY

RB RESILIENT BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SGL SINGLE

SHT MTL SHEET METAL (FLASHING)

FLASH

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

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 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

NORTH ARROW w/

TRUE NORTH

INDICATION

SHEET NUMBER

SHEET KEYNOTE

PROJECT NAME:

A201

A204

A301

A401

ROOM

PLAN NORTH

PROJECT INFORMATION

BUILDING 1655 LO SHOP DESIGN

ADDRESS: BUILDING 1655

U.S. AIR FORCE RESERVE COMMAND

NAS JRB, FORT WORTH, TEXAS

PROJECT INFORMATION

THIS PROJECT INCLUDES ARCHITECT-ENGINEER (A-E) SERVICES TO

PROVIDE PROJECT SITE INVESTIGATION, DESIGNS FOR

MAINTENANCE AND REPAIR FOR BUILDING 1655, SPACE TO PROVIDE

SHOP SPACE FOR LO, METAL TECH AND STRUCTURES SHOP. THIS

PROJECT INCLUDES MULTI-DISIPLINARY DESIGN AND ENGINEERING

SERVICES. ARCHITECTURAL DEMOLITION ITEMS WILL INCLUDE

PORTIONS OF EXISTING MASONRY WALLS, GYPSUM WALL BOARD,

HOLLOW METAL DOORS AND FRAMES, OVERHEAD HOIST AND

TRACK AND EXTERIOR WINDOWS. CONCERNING THE BUILDING

ENVELOPE, THE ROOF SYSTEM WILL REQUIRE DEMOLITION TO THE

STRUCTURAL DECK. DESIGN SHALL BE CONSISTENT WITH

ACCEPTED ENGINEERING PRACTICES SHALL COMPLY WITH THE

LATEST APPLICABLE REGUALTIONS, DESIGN MANUALS, BUILDING

CODES, LIFE SAFETY CODES, AND ASSOCIATED STANDARDS.

VIEW NAME

1/8" = 1'-0"

DRAWING SCALE

DRAWING NUMBER

VIEW TITLE

POSITION ON SHEET

EXTERIOR ELEVATIONS

SHEET NUMBER

POSITION ON SHEET

INTERIOR ELEVATIONS

POSITION ON SHEET

WALL SECTION

SHEET NUMBER

A301

POSITION ON SHEET

DETAIL - SECTION

SHEET NUMBER

DENOTES CENTERLINE

OF AN OBJECT

CENTERLINE

ROOM TAG

ROOM NUMBER

ROOM NAME

LEVEL DATUM

LEVEL NAME

LEVEL 01

100'

LEVEL ELEVATION

SPOT ELEVATION

10' - 0"

DRAWING REVISION

REVISION NUMBER

DETAIL - PLAN/RCP

POSITION ON SHEET

SHEET NUMBER

COLUMN GRID LINES

COLUMN GRID

LINE (NEW)

1 2

COLUMN GRID

LINE (EXISTING)

WALL TAG

WALL TYPE

RENOVATION AREA: 16,235 SF

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

P R

O J

E C

F O

R M

A T

B B

R E

N S

G-002

C Z

A M

YOU ZHOU

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

C O

D E

A N

A L

Y S

G-100

T P

R M

D E

• FIRE BLOCKING WILL BE PROVIDED IN ALL FIRE RATED WALLS. IBC 708.4

PROTECTION FROM HAZARDS

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIREMENTS OF NFPA 101 CHAPTER 8, EXCEPT WHERE IBC CHAPTERS 5 AND 6 UFC 3-600-01 § 7-1

IBC CHAPTER 7 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-7

FIRE AND SMOKE PROTECTION FEATURES:

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

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

• NON-BEARING WALLS & PARTITIONS - INTERIOR: 0 HOUR

• NON-BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• BEARING WALLS - INTERIOR: 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

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

IBC 601 & TABLE 602

REQUIRED STRUCTURAL ELEMENTS:

• TYPE IIB CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 6 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-6

TYPES OF CONSTRUCTION:

• APPROXIMATE BUILDING HEIGHT AND STORIES: 32.5 FT AND 2 STORIES IBC § 502 BUILDING...

• ALLOWABLE HEIGHT: 75 FT AND 3 STORIES FOR FULLY SPRINKLERED BUILDINGS IBC § 504.1

46,264 SF DEFINITION

• APPROXIMATE TOTAL BUILDING AREA: IBC § 202 BUILDING AREA

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: UNLIMITED IBC § 506 & TABLE 506.2

• BUILDING IS FULLY PROTECTED WITH AUTOMATIC SPRINKLERS.

• TYPE IIB CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 5 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-5

GENERAL BUILDING HEIGHTS AND AREAS:

STORAGE ORDINARY-HAZARD NFPA 101 CHAPTER 42

GENERAL INDUSTRIAL USE NFPA 101 CHAPTER 40

NEW BUSINESS USE NFPA 101 CHAPTER 38

NEW ASSEMBLY USE NFPA 101 CHAPTER 12

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED USE/NON SEPARATED NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR

NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3.1.2

GROUP S-1 MODERATE-HAZARD STORAGE AS INCIDENTAL USE IBC § 311 (STORAGE)

GROUP F-1 MODERATE-HAZARD FACILITY INDUSTRIAL (GENERAL INDUSTIAL USE) IBC § 306 (INDUSTRIAL)

GROUP B BUSINESS USE IBC § 304 (BUSINESS)

GROUP A-3 ASSEMBLY USE IBC § 303 (ASSEMBLY)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE/NON SEPARATED IBC § 508.2

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2.1.2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

USE AND OCCUPANCY CLASSIFICATION:

ALTERATION - REQUIRES NEWLY CONSTRUCTED ELEMENTS, COMPONENTS AND SYSTEMS TO COMPLY WITH NEW CONSTRUCTION REQUIREMENTS IN THIS UFC 3-600-01 AND NFPA 101 FOR NEW CONSTRUCTION. ADDITIONALLY, THE WORK MUST NOT MAKE THE BUILDING AREAS LOCATED OUTSIDE OF THE WORK AREA LESS CONFORMING WITH UFC 3-600-01 AND NFPA 101

THAN BEFORE THE MODIFICATION PROJECT WAS UNDERTAKEN.

GENERAL REQUIREMENTS

AN ALTERATION - LEVEL 2 INCLUDES THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL...

ALTERATION LEVEL 2: IEBC § 603.1

IEBC PROJECT CLASSIFICATION

THIS PROJECT CONSISTS OF APPROXIMATE 46,264 SQFT RENOVATION OF THE EXISTING BUILDING 1655.

PROJECT DESCRIPTION

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS, 2015 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2021 EDITION

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

OTHER REFERENCES

NFPA 241 SAFEGUARDS DURING CONSTRUCTION, 2022 EDITION

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION, 2021 EDITION

NFPA 170 FIRE SAFETY SYMBOLS, 2021 EDITION

NFPA 101 LIFE SAFETY CODE, 2021 EDITION.

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2021 EDITION

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

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2022 EDITION

NFPA 70 NATIONAL ELECTRIC CODE, 2020 EDITION

NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2024 EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF AUTOMATIC SPRINKLERS, 2022 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2021 EDITION

NFPA 1 FIRE CODE, 2021 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS (9 APRIL 2008, CHANGE 1, JANUARY 2010)

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 FEB 2018, CHANGE 2, 30 DEC 2022

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, 3 AUG 2016, CHANGE 6, 6 MAY 2021

UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, 26 OCT 2015, CHANGE 2, 12 APR 2021

UFC 1-300-02 UNIFIED FACILITIES GUIDE SPECIFICATIONS FORMAT STANDARD, 1 APR 2014, CHANGE 3, 18 MAY 2021

UFC 1-200-01 DOD BUILDIND COD, 01 SEPT 2021

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

• EVERY EXIT OR DIRECTIONAL SIGN WILL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE. NFPA 101 § 7.10.5.1

LOCATIONS WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL WILL BE PLACED IN NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS.

• ACCESS TO EXITS WILL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, WILL BE MARKED BY APPROVED SIGNS.

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES WILL BE AT LEAST 1 FC. NFPA 101 § 7.8.1.3 (2)

WALKING SURFACE).

• MINIMUM ILLUMINATION FOR MEANS OF EGRESS WILL BE AT LEAST 10 FC (MEASURED FROM NFPA 101 § 7.8.1.3 (1)

ILLUMINATION OF MEANS OF EGRESS

• STORAGE, SPRINKLERED: 100 FT (ORDINARY HAZARD) NFPA 101 § 42.2.5

• INDUSTRIAL, (SPRINKLERED): 50 FT NFPA 101 § 40.2.6.3

• BUSINESS, SPRINKLERED: 50 FT NFPA 101 § 38.2.5.2.1

• ASSEMBLY, SPRINKLERED: 20 FT NFPA 101 § 12.2.5.1.3

DEAD-END LIMITS

• STORAGE, SPRINKLERED: 100 FT, 75 FT SINGLE MEANS OF EGRESS (ORD-HAZ) NFPA 101 § 42.2.5

• INDUSTRIAL, (SPRINKLERED): 100 FT NFPA 101 § 40.2.6.3

• BUSINESS, SPRINKLERED: 100 FT NFPA 101 § 38.2.5.3.1

• ASSEMBLY, SPRINKLERED: < 50 OCCUPANTS 75 FT, > 75 OCCUPANTS 20 FT NFPA 101 § 12.2.5.1.2

COMMON PATH OF TRAVEL

• STORAGE, (SPRINKLERED): 400 FT (ORDINARY HAZARD) NFPA 101 § 42.2.6

• INDUSTRIAL, (SPRINKLERED): 250 FT (ORDINARY HAZARD) NFPA 101 § 40.2.6.3

• BUSINESS, (SPRINKLERED): 300 FT NFPA 101 § 38.2.6.3

• ASSEMBLY, (SPRINKLERED): 250 FT NFPA 101 § 12.2.6.2 (1)

TRAVEL DISTANCE TO AN EXIT

THAN 1/3RD THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

• MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS DOORS WILL BE NOT LESS NFPA 101 § 7.5.1.3.3

REMOTENESS OF EXITS

• INDUSTRIAL USE: 100 SQ FT/PERSON GROSS FLOOR AREA

• MECHANICAL/ELECTRICAL ROOMS: 500 SQ FT/PERSON GROSS FLOOR AREA

UFC 3-600-01, TABLE 10-1

• STORAGE USE: 500 SQ FT/PERSON GROSS FLOOR AREA

• BUSINESS USE: 150 SQ FT/PERSON GROSS FLOOR AREA

• ASSEMBLY USE: LESS CONCENTRATED WITHOUT FIXED SEATING 15 SQ FT/PERSON NET AREA

NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

OF THE REQUIRED EGRESS WIDTH.

• DOOR LEAVES SWINGING INTO THE THE MEANS OF EGRESS WILL LEAVE NOT LESS THAN ON HALF NFPA 101 § 7.2.1.4.3.1

DOOR LEAF ENCROACHMENT

• DOORS WILL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2 (1)

DOOR LEAF SWING DIRECTION

OF THE 2018 IBC ARE ACCPETABLE.

• WHERE ABA STANDARDS REFERENCES PREVIOUS VERSIONS OF IBC, THE APPLICABLE REQUIREMENTS

ACT (ABA) STANDARDS.

• DO NOT USE IBC CHAPTER 10, EXCEPT WHERE REFERENCED BY ARCHITECTURAL BARRIERS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 10. UFC 1-200-01 § 2-10

MEANS OF EGRESS (SEE LIFE SAFETY PLANS):

ALARM AND MNS EQUIPMENT.

• SURGE PROTECTION DEVICE WILL BE PROVIDED FOR ALL 120 VAC POWERED FIRE UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK WILL BE PROVIDED FOR FIRE ALARM AND MNS IAW UFC 3-520-01. UFC 3-600-01 § 9-18.11.1

• THE FIRE ALARM EVACUATION SIGNAL WILL BROADCAST OVER THE MNS SYSTEM. UFC 3-600-01 § 9-18.1.2.1

FORT WORTH (CIS >0.8).

• VOICE INTELLIGIBILITY TO BE PROVIDED THROUGHOUT AT NAVAL AIR STATION JOINT RESERVE BASE UFC 4-021-01 § 4-6.1.2

THAN 200 FT OR TRAVEL TO OTHER FLOORS TO ACCESS LOC.

• LOCAL OPERATOR CONSOLE (LOC) INSTALLED SO OCCUPANTS DO NOT NEED TO TRAVEL MORE UFC 4-021-01 § 4-5.1

• MASS NOTIFICATION SYSTEM PROVIDED WHERE OCCUPANT LOAD IS 11 OR MORE PERSONS. UFC 4-010-01 § B-4.6

• NOTIFICATION TO BE PROVIDED THROUGHOUT ENTIRE BUILDING. UFC 3-600-01 § 9-18.6.1

• SPRINKLER VALVE SUPERVISION - SEPARATE ADDRESS FOR EACH VALVE. UFC 3-600-01 § 9-18.7.3

• MANUAL PULL STATION AT ALL EXIT DOORS. UFC 3-600-01 § 9-18.7.4

• MASS NOTIFICIATION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC 4-021-01. UFC 3-600-01 § 9-18.4

• FIRE ALARM SYSTEM TO BE INSTALL IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72 AND ABA. UFC 3-600-01 § 9-18.3.1

OR WITH MORE THAN 50 OCCUPANTS ABOVE OR BELOW LEVEL OF EXIT DISCHARGE.

• BUSINESS OCCUPANCY - FIRE ALARM REQUIRED FOR OCCUPANT LOAD > 100 PERSONS. NFPA 101 § 38.3.4.1

• FIRE ALARM SYSTEM IS REQUIRED THROUGHOUT.

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

ELECTRONICS (EG: CLEAN AGENT).

• EXTINGUISHERS FOR ELECTRONIC EQUIPMENT AREAS SPACES WILL BE SUITABLE FOR UFC 3-600-01 § 9-17.2.2

• PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

EXCEPT FOR SPECIAL USES.

• GENERAL PURPOSE FIRE EXTINGUISHERS ARE NOT REQUIRED FOR FULLY SPRINKLERED BUILDINGS, UFC 3-600-01 § 9-17.1

PORTABLE FIRE EXTINGUISHERS

• THE BUILDING DOES NOT EXCEED 4 STORIES. UFC 3-600-01 § 9-10.2.1

• STANDPIPE SYSTEM IS NOT REQUIRED.

STANDPIPE SYSTEMS

EXCEEDING 15,000 SQFT.

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED FOR SINGLE STORY TYPE II CONSTRUCTION UFC 3-600-01 § 9-7.2.1.1

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED THROUGHOUT.

AUTOMATIC SPRINKLER PROTECTION

• FIRE FLOW IS INDEPENDENT OF SPRINKLER SYSTEM DEMAND. UFC 3-600-01 § 9-2.1

• FIRE FLOW FOR SPRINKLERED FACILITIES MUST BE A MINIMUM OF 1,000 GPM AT 20 PSI. UFC 3-600-01 § 9-2.1

FIRE FLOW FOR FACILITIES

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE PROTECTION SYSTEMS:

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

INDUSTRIAL 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

ASSEMBLY A OR B A, B, OR C 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

CONFORM TO THE REQUIREMENTS OF NFPA 101 CHAPTER 10. UFC 3-600-01 § 8-1

USE UFC 3-600-01 AND UFC 3-120-10 IN LIEU OF IBC CHAPTER 8. UFC 1-200-01 § 2-8

INTERIOR FINISHES:

• WARNING SIGNS FOR LOCKERS SHALL BE IN ACCORDANCE WITH NFPA 704. NFPA 30 § 14.6.6

VEGETATION, AND PACKING MATERIALS, SHALL BE PERMITTED WITHIN 5 FT OF THE LOCKERS.

• MISCELLANEOUS COMBUSTIBLE MATERIALS, INCLUDING BUT NOT LIMITED TO IDLE PALLETS, EXCESSIVE NFPA 30 § 14.6.5

EITHER PALLETIZED OR SOLID PILED WITHIN THE LOCKER.

• CONTAINERS OF LIQUID IN THEIR ORIGINAL SHIPPING PACKAGES SHALL BE PERMITTED TO BE STORED NFPA 30 § 14.6.1

DISTANCE BETWEEN INDIVIDUAL LOCKERS IS MAINTAINED.

• MORE THAN ONE LOCKER SHALL BE PERMITTED ON A DESIGNATED SITE, PROVIDED THAT THE SEPARATION NFPA 30 § 14.5.4

GREATER THAN 500 AND LESS

THAN OR EQUAL TO 1,500

5 30 20

GREATER THAN 100 TO LESS

THAN OR EQUAL TO 500

5 20 10

LESS THAN OR EQUAL TO 100 5 10 5

AREA OF DESIGNATED SITE (SF)

BETWEEN

INDIVIDUAL

LOCKERS

FROM PROPERTY

LINE THAT CAN BE

BUILT UPON

FROM LOCKER TO NEAREST

SIDE OF PUBLIC WAYS OR TO

IMPORTANT BUILDINGS ON

SAME PROPERTY

MINIMUM SEPERATION DISTANCE (FT)

NFPA 30 TABLE 14.5.2

FOLLOWS.

LOCKER TO NEAREST SIDE OF PUBLIC WAYS OR TO IMPORTANT BUILDINGS ON THE SAME PROPERTY AS INDIVIDUAL LOCKERS, FROM LOCKER TO PROPERTY LINE THAT IS OR CAN BE BUILT UPON, AND FROM

• THE DESIGNATED SITE SHALL BE ARRANGED TO PROVIDE THE MINIMUM SEPARATION DISTANCES BETWEEN NFPA 30 § 14.5.2

GREATER.

OF CONTAINERS ALLOWED IN THE LOCKER OR THE VOLUME OF THE LARGEST CONTAINER, WHICHEVER IS

• THE CONTAINMENT SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO CONTAIN 10-PERCENT OF THE VOLUME NFPA 30 § 14.4.8.1

EMERGENCY CONDITIONS.

• LOCKERS SHALL INCLUDE SPILL CONTAINMENT TO PREVENT THE FLOW OF LIQUIDS FROM LOCKER UNDER NFPA 30 § 14.4.8

• LOCKERS SHALL NOT EXCEED 1,500 SF GROSS FLOOR AREA. NFPA 30 § 14.4.3

• PREFABRICATED FLAMMABLE LIQUID STORAGE LOCKERS SHALL BE UL LISTED OR FM APPROVED NFPA 30 § 14.4.1

FLAMMABLE LIQUID STORAGE LOCKERS:

YOU ZHOU

-1 T

D -1

T D

-1 T

D -1

TD-1 TD-1TD-1 TD-1

T D

-1 T

D -1

TD-1 TD-1TD-1 TD-1 TD-1 TD-1

TD-3TD-3 TD-3

T D

-3 T

D -3

CP-1CP-1 CP-1

C P

-1 C

P -1

C P

-2 C

P -2

CP-2 CP-2

T D

-3 T

D -3

T D

-3

TD-3 TD-3TD-3

T D

-3 T

D -3

T D

-3

TD-2 TD-2

T D

-2T D

-2

TD-2 TD-2TD-2 TD-2 TD-2

T D

-2 T

D -2

T D

-2 T

D -2

T D

-4 T

D -4

TD-4 TD-4

T D

-4 T

D -4

A CLEAR DOOR WIDTH [FEET - INCHES]

B OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

DRY CHEMICAL EXTINGUISHER (ABC TYPE)

OTHERS

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL

LIGHTING DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

EXIT SYMBOL

NFPA 101 OCCUPANCY

ROOM AREA / LOAD

FACTOR / OCCUPANT LOAD

OCCUPANCY LOAD PER SPACE

EXISTING 1 HOUR FIRE BARRIER

WALL RATING LEGEND

EXISTING 2 HOUR FIRE BARRIER

NOT IN CONTRACT

SHOP WORK

AREA

TRAINING

OFFICE

TOOL CRIB

MAIN SHOP

CNC

LOASM

MT/A

MEN'S LOCKER

MECHANICAL

ROOM

JAN

MEN

WOMEN

INDUSTRIAL USE

2289 SF/ 100 / 23 PER

BUSINESS USE

673 SF/ 150 / 5 PER

64" 0.2

32" 0.2

64" 0.2

32" 0.2

BUSINESS USE

210 SF/ 150 / 2 PER

INDUSTRIAL USE

943 SF/ 100 / 10 PER

INDUSTRIAL USE

3862 SF/ 100 / 39 PER

BUSINESS USE

301 SF/ 150 / 3 PER

32" 0.2

BUSINESS USE

302 SF/ 150 / 3 PER

STORAGE USE

887 SF/ 500 / 2 PER

INDUSTRIAL USE

605 SF/ 100 / 7 PER

STORAGE USE

27 SF/ 500 / 1 PER

BUSINESS USE

608 SF/ 150 / 5 PER

BUSINESS USE

273 SF/ 150 / 2 PER

IT EQUIPMENT USE

112 SF/ 300 / 1 PER

LOCKER ROOM USE

115 SF/ 50 / 3 PER

STORAGE USE

511 SF/ 500 / 2 PER

32" 0.2

LOCKER ROOM USE

127 SF/ 50 / 3 PER

INDUSTRIAL USE

112 SF/ 100 / 2 PER

LOCKER ROOM USE

298 SF/ 50 / 6 PER

BUSINESS USE

79 SF/ 150 / 1 PER

INDUSTRIAL USE

27 SF/ 100 / 1 PER

INDUSTRIAL USE

62 SF/ 100 / 1 PER

BUSINESS USE

55 SF/ 150 / 1 PER

MECH USE

501 SF/ 500 / 2 PER

CLEAN ROOM

CORR.

COMM

TLT

EXISTING

CORRIDOR

LOCKER

VEST

DECON

AIR SHWR

WOMEN'S

LOCKER

PARTS CAGE

1 2 3 4 5 6 7 8 9

32" 0.2

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

KEYPLAN

PLAN NORTH

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

E S

A F

E T

Y P

L A

G-101

T P

W Y

R M

3/32" = 1'-0"1

LIFE SAFETY PLAN

MEANS OF EGRESS

EGRESS

PATH ID PROVIDED

MAXIMUM

PERMITTED

CP-1 47' - 0" 100' - 0"

CP-2 37' - 0" 100' - 0"

TD-1 162' - 0" 400' - 0"

TD-2 136' - 0" 250' - 0"

TD-3 142' - 0" 250' - 0"

TD-4 44' - 6" 250' - 0"

PROJECT AREA OCCUPANT LOAD

AREA TYPE LOAD FACTOR LOAD NFPA 101 REF.

BUSINESS USE 150 SF/OCC. 29 TABLE 7.3.1.2

INDUSTRIAL USE 100 SF/OCC. 37 TABLE 7.3.1.2

LOCKER ROOM USE 50 SF/OCC. 12 UFC 3-600-01 TABLE 10-1

STORAGE USE 500 SF/OCC. 5

TOTAL 86

TABLE 7.3.1.2

16' 24'0

SCALE: 3/32"=1'-0"

IT EQUIPMENT USE 300 SF/OCC. 1 UFC 3-600-01 TABLE 10-1

MECH USE 500 SF/OCC. 2 UFC 3-600-01 TABLE 10-1

1-HOUR RATED CEILING

YOU ZHOU

XXXXXXXX

X X

X X X X X X X X

B1648

B1654

B1655 B1649

TEMPORARY SECURITY FENCE AND CONTRACTOR LAYDOWN AREA

SCALE: 1" = 20'1

KEYED NOTES

1. PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND

PROJECT AREA. COORDINATE WITH CONTRACTING OFFICER FOR

APPROVAL OF FENCE LOCATION. SEE TEMPORARY FENCING

DETAILS THIS SHEET.

2. TEMPORARY DOUBLE SWING GATE. SEE DETAIL 3 THIS SHEET.

3. CONTRACTOR LAYDOWN AREA.

G R

R A

R Y

U R

C E

A N

D C

O N

W N

A R

C-001

WIRE TIES, SEE DETAIL 4 THIS SHEET

1 3/8" DIAMETER

GALVANIZED TUBING

1 3/8" DIA.

BRACE

10'-0" 10'-0"

PROVIDE CHAIN

AND PAD LOCK

STANDARD

GATE HINGE

STANDARD GATE

HINGE

GATE WHEELS

20'-0"

STRETCHER BAR

NO. 7 GAUGE GALVANIZED

WIRE 2' - 0" O.C. FABRIC

1" DIAMETER GALVANIZED

TUBING UPRIGHTS

BAND

PLAN AT BANDS

3/8" DIA. BOLT

WIRE TIES FOR TOP

OR BRACE RAIL

FABRIC

STRETCHER BAR BAND

SHALL BE 4" MAXIMUM

FROM TOP AND

BOTTOM AND SPACED

1' - 2" O.C. MAX.

3/8" DIA. BOLT

STRETCHER BAR TO

ENGAGE EACH FABRIC LINK

BAND FOR WIRE STRETCHING POST WIRE TIES

FABRIC

NOTE:

FABRIC TIES, CLAMPS OR

BANDS MUST COMPLETELY

ENCIRCLE POST OF COLUMN

AND END SHALL BE

SECURELY FASTENED

TOGETHER.

GALVANIZED

SADDLE/PANEL

CLAMP

5/16" x 1 1/4"

GALVANIZED

CARRIAGE

BOLT

SADDLE/PANEL CLAMP

NO. 7 GAUGE GALVANIZED

WIRE 1' - 2" O.C. MAX.

TOP VIEW ELEVATION

1 3/8" DIAMETER

GALVANIZED TUBING

DETAIL OF BONDING

GATE FRAMES TO

SUPPORTING POST

TEMPORARY FENCE PANEL STAND

1'-4"

3'-0"

6' -0

" M

6' -0

" M

TEMPORARY FENCE NOTES:

1. ALL FABRIC SHALL BE GALVANIZED NO. 9 GAUGE WIRE, WOVEN IN A 2" MESH. TOP AND

BOTTOM EDGES SHALL BE TWISTED AND BARBED.

2. ALL PIPE SHALL BE STANDARD WEIGHT PIPE.

3. ALL FITTINGS SHALL BE GALVANIZED TO MATCH CHAIN-LINK FABRIC.

4. ALL FENCE PANEL JOINTS SHALL BE WELDED AND SPRAYED WITH GALVANIZED PAINT.

5. BOND CONSTRUCTION FENCE TO EXISTING FENCE.

6. TWO SAND BAGS PER STAND, SHALL BE PLACED OVER ALL PANEL STANDS.

7. PROVIDE AND INSTALL BROWN FABRIC TEMPORARY CONSTRUCTION PRIVACY SCREENING

INSIDE OF ALL CONSTRUCTION FENCE AREA.

8. UPON COMPLETION AND ACCEPTANCE OF THE PROJECT, THE CONSTRUCTION FENCE SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

9. UPON REMOVAL OF THE FENCE, THE AREA SHALL BE RESTORED TO ITS ORIGINAL OR BETTER

CONDITION.

TYPICAL TEMPORARY CHAIN-LINK FABRIC FENCE PANELS

NO SCALE2

TYPICAL TEMPORARY DOUBLE SWING GATE DETAIL

NO SCALE3

TYPICAL TEMPORARY CHAIN-LINK FENCE FASTENING DETAILS

NO SCALE4

SADDLE/PANEL CLAMPS,

SEE DETAIL 4 THIS SHEET

CHAIN-LINK FABRIC

(SEE NOTE 1)

STRETCHER BAR, SEE

DETAIL 4 THIS SHEET

TEMPORARY FENCE

PANEL STAND, SEE

DETAIL 4 THIS SHEET

SCALE: 1" = 50'

0 50' 100' 200'

A N

C on tr ac tin g, L yo ns

D r., N A

B Fo rt W or th

, T X

O S

H O

P D

SHEET

NUMBER

H D

R E

N G

G , I

N C

W L

O O

0, S

N A

, T

A S

Te xa s P.

F irm R eg is tra tio n N o.

-7

H D

A S

N O

F5 A

6C E2

O R

C O

R U

O N

N N

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

C O

N O

O R

C O

R U

O N

PLAN NORTH

STATE OF TEXAS

L I C E NS ED

PRO F E S S I ONA L E NG I NEER

9/28/23

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

1 3 4 5 6 7

8 9

1' - 8" 19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4"

10 11

1 1

7 7

MECHANICAL

BEARING

CLEANING

PARTS CLEANING TOOL ROOM

TRAINING

BREAK

SHOP CHIEF

OFFICE

SHOP

WORK AREA

WAREHOUSE

BAY

STORAGE

TLT

JAN

WOMEN MEN

MEN

STO /

MECH

CORRIDOR

2' - 4"

6 3/4" 9' - 1 1/4"

8' - 5"

4' - 4 1/2"

11 11 11 11

26' - 0" 16' - 8"

AD-201

9 1/2"

10' - 0" 1' - 8" 12' - 11 1/4"

6' - 6 3/4" 15' - 7 1/2" 4' - 1 3/4"

8' - 2 1/2" 6' - 6" 6' - 7 1/2"5' - 4 1/2"

A-301

AD-201

EXIST

MANHOLE

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

NOT IN CONTRACT

REMOVE STANDING SEAM METAL ROOF

1 3 4 5 6 7

8 9 10 11

19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4" 26' - 0" 16' - 8"

40' - 3 1/4" 211' - 7"

1. DEMOLITION DRAWINGS REPRESENT EXISTING

CONDITIONS BASED ON LIMITED EXISTING

DRAWINGS AND SITE OBSERVATIONS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

EQUIPMENTS, UTILITIES, BUILDING, AND SITE

CONDITIONS PRIOR TO START OF DEMOLITION.

2. DEMOLITION DRAWINGS GENERALLY INDICATE

EXISITING SCOPE OF WORK TO BE DEMOLISHED

AND ARE NOT INTENDED TO LIMIT OR FULLY

DEFINE THE SCOPE OF WORK TO BE REMOVED IN

ORDER TO ACCOMPLISH SCOPE OF NEW

CONSTRUCTION AS PART OF THE NEW

CONSTRUCTION SCOPE OF WORK.

3. CONTRACTOR TO COORDINATE WORK WITH

OWNER REPRESENTATIVE(S) TO ENSURE MINIMAL

DISRUPTION.

4. CONTRACTOR TO VERIFY OWNER HAS REMOVED

ALL FURNITURE / MISCELLANEOUS ITEMS PRIOR TO

START OF DEMOLITION.

5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY

CONFLICT BETWEEN EXISTING CONSTRUCTION

AND CONSTRUCTION DOCUMENTS.

6. REFER TO MASTER SPECIFICATION 02 41 00 FOR

SELECTIVE DEMOLITION, PATCHING, AND CUTTING

REQUIREMENTS.

7. CONTRACTOR TO BE RESPONSIBLE FOR

PROTECTION OF EXISTING STRUCTURES,

FIREPROOFING, FINISHES, FURNITURE, AND

EQUIPMENT NOT TO BE DISTURBED. DAMAGE TO

EXISTING STRUCTURES OR EQUIPMENT SHALL BE

REPAIRED OR REPLACED AS NECESSARY TO

RETURN TO PRIOR CONDITION AT NO ADDITIONAL

COST.

8. CONTRACTOR TO MAINTAIN EXISTING AUTOMATIC

SPRINKLER SYSTEM FOR ALL OCCUPIED AREAS OF

THE BUILDING DURING RENOVATION AND

INSTALLATION OF NEW AREA COVERAGE.

9. CONTRACTOR SHALL MAINTAIN ALL REQUIRED

EXITS UNOBSTRUCTED, ILLUMINATED AND

PROTECTED FROM CONSTRUCTION ACTIVITES.

CONTRACTOR TO CLEAN AREAS ADJACENT TO

DEMOLITION AREA OF DUST, DIRT, AND DEBRIS

CAUSED BY DEMOLITION OPERATIONS.

10. PROMPTLY AND LEGALLY DISPOSE OF

DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-

SITE.

11. CONTRACTOR TO VERIFY THAT ALL EXISTING

WALLS AND STRUCTURAL ELEMENTS REQUIRING A

FIRE AND / OR SMOKE RATING ARE MAINTAINED,

REPAIRED, AND EXTENDED TO STRUCTURE.

12. BEFORE REMOVAL OF ANY LIVE OR ACTIVE

CONDUIT AND GENERAL WIRING, CONTACT OWNER

FOR APPROVAL AND CONFIRMATION.

13. REFER TO MEP AND TECHNOLOGY DRAWINGS FOR

ADDITIONAL DEMOLITION SCOPE.

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

KEYPLAN

PLAN NORTH

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

F L

O O

R P

L A

D E

M O

AD-101

C Z

A M

3/32" = 1'-0"1

DEMOLITION FLOOR PLAN

1. DEMOLISH DOOR AND FRAME

2. DEMOLISH PARTITION

3. DEMOLISH EXISTING TOILET, & TOILET PARTITIONS

4. DEMOLISH EXISTING URINAL, & URINAL PARTITIONS

5. DEMOLISH EXISTING PLUMBING FIXTURES, COUNTERS,

7 & ACCESSORIES

6. DEMOLISH EXISTING SHOWER BASIN & FLOOR DRAIN

IN ITS ENTIRETY

7. DEMOLISH WINDOW & FRAME

8. DEMOLISH COILING DOOR & FRAME

9. DEMOLISH EXISTING CONCRETE RAMP

10. DEMOLISH BOLLARDS, PATCH & REPAIR FLOOR

11. DEMOLISH GUTTER & DOWNSPOUTS

12. DEMOLISH EXISTING INSULATION AND STANDING

SEAM METAL ROOF DOWN TO METAL DECK

13. EXISTING INSULATION AND STANDING SEAM METAL

ROOF TO REMAIN

14. EXISTING RAMP TO REMAIN

15. EXISTING EYEWASH TO REMAIN

1/32" = 1'-0"2

ROOF PLAN - DEMOLITION PLAN

DEMOLITION

GENERAL NOTES

KEY NOTES

LEGEND

YOU ZHOU

8 9

1' - 8" 19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4"

10 11

26' - 0" 16' - 8"

2 2

BEARING CLEANING

PARTS

CLEANING

TOOL ROOM

TRAINING

BREAK

SHOP CHIEF'S

OFFICE

JANITOR'S

CLOSET

WOMEN'S

WASHROOM

MEN'S

WASHROOM MEN'S

WASHROOM

TLT

STO/MECH

STORAGE

MECHANICAL

ROOM

WAREHOUSE BAY

SHOP WORK AREA

CORRIDOR

A-301

REPLACE CEILINGS REMOVED

DURING CONSTRUCTION TO

ACCESS ABOVE CEILING AND

REPLACE MECHANICAL PIPE,

REF TO MECHANICAL

REPLACE CEILINGS

REMOVED DURING

CONSTRUCTION TO

ACCESS ABOVE

CEILING AND REPLACE

MECHANICAL PIPE, REF

TO MECHANICAL

ACOUSTIC CEILING TILE

GYPSUM BOARD

EXPOSED

NOT IN CONTRACT

1. DEMOLITION DRAWINGS REPRESENT EXISTING

CONDITIONS BASED ON LIMITED EXISTING

DRAWINGS AND SITE OBSERVATIONS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

EQUIPMENTS, UTILITIES, BUILDING, AND SITE

CONDITIONS PRIOR TO START OF DEMOLITION.

2. DEMOLITION DRAWINGS GENERALLY INDICATE

EXISITING SCOPE OF WORK TO BE DEMOLISHED

AND ARE NOT INTENDED TO LIMIT OR FULLY

DEFINE THE SCOPE OF WORK TO BE REMOVED IN

ORDER TO ACCOMPLISH SCOPE OF NEW

CONSTRUCTION AS PART OF THE NEW

CONSTRUCTION SCOPE OF WORK.

3. CONTRACTOR TO COORDINATE WORK WITH

OWNER REPRESENTATIVE(S) TO ENSURE MINIMAL

DISRUPTION.

4. CONTRACTOR TO VERIFY OWNER HAS REMOVED

ALL FURNITURE / MISCELLANEOUS ITEMS PRIOR TO

START OF DEMOLITION.

5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY

CONFLICT BETWEEN EXISTING CONSTRUCTION

AND CONSTRUCTION DOCUMENTS.

6. REFER TO MASTER SPECIFICATION 02 41 00 FOR

SELECTIVE DEMOLITION, PATCHING, AND CUTTING

REQUIREMENTS.

7. CONTRACTOR TO BE RESPONSIBLE FOR

PROTECTION OF EXISTING STRUCTURES,

FIREPROOFING, FINISHES, FURNITURE, AND

EQUIPMENT NOT TO BE DISTURBED. DAMAGE TO

EXISTING STRUCTURES OR EQUIPMENT SHALL BE

REPAIRED OR REPLACED AS NECESSARY TO

RETURN TO PRIOR CONDITION AT NO ADDITIONAL

COST.

8. CONTRACTOR TO MAINTAIN EXISTING AUTOMATIC

SPRINKLER SYSTEM FOR ALL OCCUPIED AREAS OF

THE BUILDING DURING RENOVATION AND

INSTALLATION OF NEW AREA COVERAGE.

9. CONTRACTOR SHALL MAINTAIN ALL REQUIRED

EXITS UNOBSTRUCTED, ILLUMINATED AND

PROTECTED FROM CONSTRUCTION ACTIVITES.

CONTRACTOR TO CLEAN AREAS ADJACENT TO

DEMOLITION AREA OF DUST, DIRT, AND DEBRIS

CAUSED BY DEMOLITION OPERATIONS.

10. PROMPTLY AND LEGALLY DISPOSE OF

DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-

SITE.

11. CONTRACTOR TO VERIFY THAT ALL EXISTING

WALLS AND STRUCTURAL ELEMENTS REQUIRING A

FIRE AND / OR SMOKE RATING ARE MAINTAINED,

REPAIRED, AND EXTENDED TO STRUCTURE.

12. BEFORE REMOVAL OF ANY LIVE OR ACTIVE

CONDUIT AND GENERAL WIRING, CONTACT OWNER

FOR APPROVAL AND CONFIRMATION.

13. REFER TO MEP AND TECHNOLOGY DRAWINGS FOR

ADDITIONAL DEMOLITION SCOPE.

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

KEYPLAN

PLAN NORTH

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

R E

F L

E C

T E

D C

P L

A N

E M

O L

AD-102

C Z

A M

3/32" = 1'-0"1

FIRST FLOOR - DEMOLITION RCP PLAN

1. DEMOLISH EXISITING GWB CEILING AND

SUSPENSION SYSTEM

2. DEMOLISH EXISITING 2x2 ACT AND SUSPENSION

SYSTEM

3. DEMOLISH EXISITNG 2x4 ACT AND SUSPENSION

SYSTEM

DEMOLITION

GENERAL NOTES

KEY NOTES

LEGEND

YOU ZHOU

F.F.

0' - 0"

T.O. CMU LOW

14' - 0"

T.O. STEEL

24' - 0"

134567 2891011

T.O. CMU HIGH

16' - 0"6

16' - 8" 26' - 0" 27' - 4" 26' - 0" 19' - 4" 18' - 8" 18' - 0" 18' - 0" 20' - 0" 19' - 8"

F.F.

0' - 0"

T.O. CMU LOW

14' - 0"

T.O. STEEL

24' - 0"

1 3 4 5 6 72 8 9 10 11

T.O. CMU HIGH

16' - 0"

19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4" 26' - 0" 16' - 8"

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

NOT IN CONTRACT

REMOVE STANDING SEAM METAL ROOF

1. DEMOLITION DRAWINGS REPRESENT EXISTING

CONDITIONS BASED ON LIMITED EXISTING

DRAWINGS AND SITE OBSERVATIONS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

EQUIPMENTS, UTILITIES, BUILDING, AND SITE

CONDITIONS PRIOR TO START OF DEMOLITION.

2. DEMOLITION DRAWINGS GENERALLY INDICATE

EXISITING SCOPE OF WORK TO BE DEMOLISHED

AND ARE NOT INTENDED TO LIMIT OR FULLY

DEFINE THE SCOPE OF WORK TO BE REMOVED IN

ORDER TO ACCOMPLISH SCOPE OF NEW

CONSTRUCTION AS PART OF THE NEW

CONSTRUCTION SCOPE OF WORK.

3. CONTRACTOR TO COORDINATE WORK WITH

OWNER REPRESENTATIVE(S) TO ENSURE MINIMAL

DISRUPTION.

4. CONTRACTOR TO VERIFY OWNER HAS REMOVED

ALL FURNITURE / MISCELLANEOUS ITEMS PRIOR TO

START OF DEMOLITION.

5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY

CONFLICT BETWEEN EXISTING CONSTRUCTION

AND CONSTRUCTION DOCUMENTS.

6. REFER TO MASTER SPECIFICATION 02 41 00 FOR

SELECTIVE DEMOLITION, PATCHING, AND CUTTING

REQUIREMENTS.

7. CONTRACTOR TO BE RESPONSIBLE FOR

PROTECTION OF EXISTING STRUCTURES,

FIREPROOFING, FINISHES, FURNITURE, AND

EQUIPMENT NOT TO BE DISTURBED. DAMAGE TO

EXISTING STRUCTURES OR EQUIPMENT SHALL BE

REPAIRED OR REPLACED AS NECESSARY TO

RETURN TO PRIOR CONDITION AT NO ADDITIONAL

COST.

8. CONTRACTOR TO MAINTAIN EXISTING AUTOMATIC

SPRINKLER SYSTEM FOR ALL OCCUPIED AREAS OF

THE BUILDING DURING RENOVATION AND

INSTALLATION OF NEW AREA COVERAGE.

9. CONTRACTOR SHALL MAINTAIN ALL REQUIRED

EXITS UNOBSTRUCTED, ILLUMINATED AND

PROTECTED FROM CONSTRUCTION ACTIVITES.

CONTRACTOR TO CLEAN AREAS ADJACENT TO

DEMOLITION AREA OF DUST, DIRT, AND DEBRIS

CAUSED BY DEMOLITION OPERATIONS.

10. PROMPTLY AND LEGALLY DISPOSE OF

DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-

SITE.

11. CONTRACTOR TO VERIFY THAT ALL EXISTING

WALLS AND STRUCTURAL ELEMENTS REQUIRING A

FIRE AND / OR SMOKE RATING ARE MAINTAINED,

REPAIRED, AND EXTENDED TO STRUCTURE.

12. BEFORE REMOVAL OF ANY LIVE OR ACTIVE

CONDUIT AND GENERAL WIRING, CONTACT OWNER

FOR APPROVAL AND CONFIRMATION.

13. REFER TO MEP AND TECHNOLOGY DRAWINGS FOR

ADDITIONAL DEMOLITION SCOPE.

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

E L

E V

A T

D E

M O

AD-201

C Z

A M

3/32" = 1'-0"1

NORTH ELEVATION - DEMOLITION

3/32" = 1'-0"2

SOUTH ELEVATION - DEMOLITION

1. DEMOLISH DOOR AND FRAME.

2. DEMOLISH WINDOW AND FRAME.

3. DEMOLISH COILING DOOR AND FRAME.

4. DEMOLISH GUTTER AND DOWNSPOUTS.

5. DEMOLISH EXISTING INSULATION AND STANDING

SEAM METAL ROOF.

6. EXISTING INSULATION AND STANDING SEAM METAL

ROOF TO REMAIN.

7. DEMOLISH EXISTING CONCRETE RAMP.

DEMOLITION

GENERAL NOTES

KEY NOTES

LEGEND

YOU ZHOU

SHOP WORK

AREA

CNC

LOASM

MT/A

PARTS CAGE

MECHANICAL

ROOM

MEN

WOMEN

MEN'S LOCKER

DECON

CLEAN ROOM

TOOL CRIB

OFFICE

102TRAINING

MAIN SHOP

JAN

41' - 0"

30' - 6 1/2"

39' - 3 1/2"

2' - 2 1/4" 8' - 0" 3' - 0" 1' - 9 1/4"

30' - 5 1/4" 9' - 6 1/2"

103A

EXISTING

CORRIDOR

1 3 4 5 6 7

8 9

19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4"

A-401

A-301

10 11

LOCKER

VEST

COMM

AIR SHWR

WOMEN'S

LOCKER

117118

103B

HAAS CNC MILL

VR8

HAAS CNC MILL

HAAS CNC

LATHE ST-30Y

SURFACE

PLATE

WORK TABLE BAND SAW HAAS CNC

LATHE TL-1

CARBIDE

GRINDER

METAL RACK

ACCURSHEAR

HEAT TREAT

OVEN

20 TON PRESS

TIG/STICK

WELDER

TIG/STICK

WELDER

MIG WELDER A

OXY CUTTER

PEDESTAL

GRINDER

PLASMA

MANUAL/CNC

DOWN DRAFT

TABLE

MIG WELDER B

PLASMA

MANUAL/CNC

OMAX

WATERJET

55100

SURFACE

GRINDER

SUNNEN

HONING

MACHINE

BRIDGEPORT

MILL

MACHINE

LATHE

PIRANHA

METAL

WORKER

HORIZONTAL

BAND SAW

MACHINE

LATHE

KONDIA MILL

DRILL PRESS

POWER

DIMPLER

POWER

ROLLER

SLIP ROLLER

BELT SANDER

SMALL BRAKE

STAKE TABLE

SHRINK/STRETCH

MACHINE

FOOT SHEAR

FLARING

MACHINE &

TOOL BOX

PRODUCTION

TUBE BENDER

BOX & PAN

BRAKE

CORNICE

BRAKE

ROTARY

PUNCH

3' - 0" 3' - 4 1/2"5' - 9" 3' - 0" 5' - 6"

W/D W/D

A-301

EXIST

MANHOLE

TLT

24' - 0"

VIF

7' - 0 1/4"

8' - 0"

112A

112B

82' - 9 3/4"

16' - 7 1/4" 16' - 7 1/4" 13' - 3 1/4"

32' - 0"

2' - 4"

2' - 7"

6' - 2 1/4"

CLEAR

5' - 0"

18' - 6"

7' - 11 3/4"

" 105

108 107

2 2

A6 A6A6

9' - 1 3/4"

VIF

8' - 0 1/2"

A-201

26' - 0" 16' - 8"

4' - 0"

U P

D N

CORR.

A-301

A-202 7B

A-202

9600B

DOWNDRAFT

TABLE

E116

2' - 3"

VIF 5' - 4" VIF 5' - 4" VIF 5' - 4"

11 - L1 9 - L1

6 - L1

5 - L1

6 - L1

7 - L1

A-202 6B

A-2025B

5 - L1

2' - 8 1/4"

T Y

TYP

9 9 9 9 9 9

9 9

AIR SHOWER

D N

NEW CONSTRUCTION

EXISTING CONSTRUCTION

NOT IN CONTRACT

WALL TYPExx

1. DRAWINGS & SPECIFICATIONS ARE COMPONENTS

OF THE CONTRACT DOCUMENTS. REVIEW ALL

DRAWINGS & SPECIFICATIONS FOR THE COMPLETE

SCOPE OF WORK. NOTIFY CONSTRUCTION

INSPECTOR IMMEDIATELY FOR CLARIFICATION IF

INCONSISTENCIES, CONTRADICTIONS, OR

OMISSIONS ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONAL

INFORMATION IS REQUIRED & NOT FOUND, NOTIFY

CONSTRUCTION INSPECTOR IMMEDIATELY FOR

CLARIFICATION.

3. ALL DIMENSIONS ARE TO FACE OF FINISHED WALLS,

UNLESS NOTED OTHERWISE.

4. REFER TO OTHER DISCIPLINE DRAWINGS FOR ITEMS

NOT SHOWN.

5. FOR TOILET ACCESSORIES AND STALL

ABBREVIATIONS REFER TO SHEET A-730

6. FINISH CEILING ELEVATIONS ARE AT 9'-0" WHERE

CEILINGS ARE INDICATED, UNLESS NOTED

OTHERWISE.

7. EQUIPMENT LAYOUT ARE FOR REFERENCE AND

COORDINATION ONLY. FINAL PLACEMENT TO BE

CONFIRMED BY GENERAL CONTRACTOR.

8. REFER TO STRUCTURAL FOR EQUIPMENT PAD

LOCATIONS AND DETAILS.

9. REFER TO SHEET A-535 FOR SHOWER DETAILS.

10. REFER TO SHEET A-720 FOR STANDARD PARTITION

DETAILS AND SHEET A-722 FOR PARTITION FRAMING

DETAILS.

11. REFER TO SHEET A-730 FOR TOILET MOUNTING

DETAILS.

12. REFER TO SHEET A-731 AND A-732 FOR CASEWORK

DETAILS.

PARTITION AS SCHEDULED,

REFERENCE PLAN

08 81 00

GLAZING

1/4"

VARIES

08 51 13

INTERIOR ALUMINUM FRAME

- GL1

PARTITION AS SCHEDULED,

REFERENCE PLAN

1/4"

VARIES

08 81 00

GLAZING

08 51 13

INTERIOR ALUMINUM FRAME

- GL1

1 1/2"4 1/2"

ADJACENT WALL WHERE OCCURS

V A

- GL1

08 81 00

GLAZING

PARTITION AS SCHEDULED,

REFERENCE PLAN

08 51 13

INTERIOR ALUMINUM FRAME

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

KEYPLAN

PLAN NORTH

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

F L

O O

R P

L A

A-101

C Z

A M

3/32" = 1'-0"1

FLOOR PLAN

GENERAL NOTES -

PLAN

KEY NOTES

LEGEND

1. INFILL WALL. MATCH EXISTING

2. NEW ALUMINUM BORROWED LITES - 36" W x 48" H, SILL AT 40" AFF, TYP. REFER TO DETAILS 2, 3 AND 4, FINISH: AMF1.

3. NEW RAMP AND LANDING, MAX 1:12 SLOPE

4. MAINTAIN EXISTING STUD WALL

5. REPAINT WALL TO MATCH EXISTING COLOR

6. NEW HSS COLUMN (TUBE)

7. NEW MECHANICAL UNIT. REFER TO MECHANICAL.

8. NEW EMERGENCY EYEWASH STATION. REFER

MECHANICAL

9. NEW BOLLARD, FINISH: PTM1. GC TO COORDINATE

BOLLARD PLACEMENT WHEN NEW SELECTED

EQUIPMENT IS PLACED OVER EXISTING EQUIPMENT

PAD AND/OR WITH EXISTING BOLLARDS.

10. NEW EQUIPMENT PAD OR PLATFORM. REFER TO

MECHANICAL AND STRUCTURAL.

3" = 1'-0"4

SILL - ALUMINUM BORROWED LITE

3" = 1'-0"3

HEAD - ALUMINUM BORROWED LITE

3" = 1'-0"2

JAMB - ALUMINUM BORROWED LITE

YOU ZHOU

SHOP WORK

AREA

MAIN SHOP

CNC

LOASM

MT/A

PARTS CAGE

MECHANICAL

ROOM

MEN

108 WOMEN

JAN

MEN'S LOCKER

DECON

TOOL CRIB

OFFICE

TRAINING

EXPOSED

1 3 4

6 7

8 9

19' - 8" 20' - 0" 18' - 0" 18' - 0" 18' - 8" 19' - 4" 26' - 0" 27' - 4"

10 11

LOCKER

VEST

AIR SHWR

114 COMM

WOMEN'S

LOCKER

EXPOSED

EXPOSED EXPOSED

EXPOSED

26' - 0" 16' - 8"

A-102

TLT

REPLACE CEILINGS REMOVED

DURING CONSTRUCTION TO

ACCESS ABOVE CEILING AND

REPLACE MECHANICAL PIPE,

REF TO MECHANICAL

REPLACE CEILINGS

REMOVED DURING

CONSTRUCTION TO

ACCESS ABOVE

CEILING AND REPLACE

MECHANICAL PIPE, REF

TO MECHANICAL

CLEAN ROOM

2' - 0"

5' - 6" 5' - 6"

CORR.

EXISTING

CORRIDOR

EQ EQ

EXPOSED STRUCTURE PTD1

8' - 0" 8' - 0"EQ EQ

E Q

11' - 6" 11' - 6"

4' - 6" 4' - 6"EQ EQ

1' - 6"

ALIGNALIGN

3' - 0"

E Q

2' - 6" 2' - 8"

EQ EQ

E Q

"8"

EQ EQ

E Q

1' - 6"

3' - 6"

EQ EQ EQ EQ 6' - 0"

6' - 0"

E Q

3' - 6"

EQ EQ

1' - 0"

3' - 6"

E Q

CL TLT

1' - 6" 2' - 0"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0"

NEW 2'X2' ACT CEILING,

FINISH: ACT1

NEW SUSPENDED GWB CEILING,

FINISH: PTE2

NOT IN CONTRACT

EXISTING ACT CEILING

ACCESS PANEL

SUPPLY VENT

RETURN VENT

EXHAUST VENT

RECESSED DOWNLIGHT

2X4 TROFFER LIGHT

SUSPENDED LINEAR LIGHT

CLG MTD LINEAR LIGHT

09 51 00

ACOUSTICAL CEILING

09 29 00

GYPSUM BOARD

B.O. CEILING

REF. RCP

7/8" FURRING CHANNEL

STEEL LINTEL, REF

STRUCTURAL

EXISTING 8" CMU

B.O. CEILING

REF. RCP

08 31 00

ACCESS DOORS AND PANELS

09 51 00

ACOUSTICAL CEILING

1. ALL CEILINGS SHALL BE 9'-0" ABOVE FINISH FLOOR,

UNLESS NOTED OTHERWISE.

2. IN THE CASE OF MINOR DISCREPANCIES BETWEEN

MEP AND ARCHITECTURAL DOCUMENTS IN THE

LOCATION OF CEILING MOUNTED COMPONENTS,

THE ARCHITECTURAL RCP SHALL GOVERN.

3. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR MOUNTING LOCATIONS OF ITEMS

WHERE NO CEILING IS REQUIRED OR INDICATED.

4. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE

DETECTORS, SPEAKERS, STROBES AND

MISCELLANEOUS DEVICES SHALL BE CENTERED IN

THE CEILING TILE IN WHICH THEY OCCUR, UNLESS

NOTED OTHERWISE.

5. ACCESS PANELS/DOORS IN GYPSUM BOARD

CEILINGS ARE INDICATED IN CEILINGS ONLY WHERE

ARCHITECTURALLY SIGNIFICANT. REFERENCE

SPECIFICATIONS AND MEP DRAWINGS FOR OTHER

ACCESS DOOR LOCATIONS.

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

E D

B Y

P L O

T S

C A

L E

S U

E D

A T

D A

T E

C O

N T

R A

C T

N O

A N

S I

F A

A F

R C

C o n tr a c ti n g

L y o n s D r.

A S

J rt W o rt h T

B L

O S

SHEET

NUMBER

H D

R E

N G

E R

W L

O O

S A

N A

N T

O N

T E

X A

T e x a s P

F ir m R e g is tr a ti o n

N o

F -7

H D

A S

N O

T E

F A

A W

KEYPLAN

PLAN NORTH

U E

D F

O R

C O

N S

T R

U C

U E

D F

O R

C O

N S

T R

U C

R E

F L

E C

T E

D C

P L

A N

A-102

C Z

A M

3/32" = 1'-0"1

REFLECTED CEILING PLAN

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

BULKHEAD DETAIL

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

CEILING ACCESS PANEL

GENERAL NOTES -

RCP

KEY NOTES

LEGEND

1. NEW CEILING VENT. REFER TO MECHANICAL.

2. EXISTING CEILING TO REMAIN.

3. MAIN SHOP LIGHT FIXTURES EXTEND TO ABOVE

LOCKERS AND DECON ROOMS.

YOU ZHOU

8 9 10 11

19' - 8" 20' - 0" 18' - 0" 18' - 0" 18'…

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File details come from the government source that posted it. Updated Jul 25, 2024.