Attachment 2 - B1648 Drawings Combined.pdf

PDF 32 MB Posted Feb 28, 2022

Attached to: (FY22) B1648 Armament Shop, F-35 Infrastructure Improvements
Solicitation number: FA667522R0004
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for repairs and renovations to Building 1648 Armament Shop at an Air Force base. The project will be completed in phases and includes floor plan changes, additional fixtures, separate locker rooms, a fire sprinkler system, and modifications to ductwork and finishes. The contract type is a single award firm fixed price contract between $1,000,000 to $5,000,000. The solicitation is anticipated to be released on March 15th with a site visit on March 30th and questions due by April 7th. Proposals will be due by April 18th and evaluated using a lowest price technically acceptable approach. Prospective contractors must register on SAM.gov to receive any solicitation changes and be eligible for award. The work is to be completed prior to an incoming mission change from F-16s to F-35s.

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Other files

File	Type	Posted
Attachment 7 - AF 3000.pdf	PDF	Feb 28, 2022
Attachment 9 - Past Perf Questionnaire.pdf	PDF	Feb 28, 2022
Attachment 5 - B1648 Hardware Schedule.pdf	PDF	Feb 28, 2022
Attachment 4 -B1648 SID Package.pdf	PDF	Feb 28, 2022
Attachment 1 -B1648 Design Analysis Combined.pdf	PDF	Feb 28, 2022
FA667522R0004-Solicitation B1648 Armament Shop.pdf	PDF	Feb 28, 2022
Attachment 6- Phasing Work.pdf	PDF	Feb 28, 2022
Attachment 8 - RFI Form.pdf	PDF	Feb 28, 2022
Attachment 3 - B1648 Specs Combined.pdf	PDF	Feb 28, 2022
Attachment 10 - DB Wage Rates 17 Dec 2021-Tarrant County.pdf	PDF	Feb 28, 2022

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301CE

1215 DEPOT AVE

NAVAL AIR STATION

JRB, TX 76127 1054

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

G-001 COVER SHEET

RENOVATE WEAPONS/RELEASE SYSTEMS

MAINTENANCE FACILITY, B1648

NAS JRB FORT WORTH, TEXAS

CONTRACT NO.: FA664318D0006

DELIVERY ORDER NO.: FA667520F0011

ISSUE DATE: MAY, 2021

1105 LAKEWOOD PKY, STE 300

ALPHARETTA, GA 30009

E-MAIL: JOSEPH.FARRELL@WOODPLC.COM

PHONE: (704) 360-0746

C O

N T

R A

C T

F I L E

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

N T

A T

F I

U M

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

I S

S U

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

D E

L I V

E R

R D

E R

SHEET

IDENTIFICATION

D A

T E

A P

P R

U S

E R

V E

N A

J R

F o r t

W o r t h

C O

M M

A N

E W

O O

K Y

A L

P H

A R

E T

T A

W o o d

A P

A T

J V

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

F A

A U

G U

S T

A N

S I

E D

I L V

M A

W G

R E

N O

V A

P O

N S

R E

L E

A S

Y S

T E

M S

M A

I N

T E

N A

N C

A C

I L

I T

C O

R R

E C

T E

I N

A L

E V

I S

I O

N S

J U

C O

R R

E C

T E

I N

A L

E V

I S

I O

N S

J U

G-001

A-101 FLOOR PLAN

AD101 DEMO PLAN

I-101 FURNITURE PLAN/FLOOR FINISH PLAN

FA001 FIRE ALARM AND MNS GENERAL NOTES AND SYMBOLS

FA100 FIRE ALARM AND MNS DEMOLITION PLAN

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN

FA500 FIRE ALARM AND MNS DETAILS

E-001 ELEC. GEN. NOTES AND SYMBOLS

ED101 ELECTRICAL DEMOLITION PLAN

LS101 LIFE SAFETY PLAN

PD101 PLUMBING DEMO FLOOR PLAN

PL101 PLUMBING FLOOR PLAN

PL601 PLUMBING SCHED. AND DETAILS

M-101 MECHANICAL NEW WORK FLOOR PLAN

M-501 MECHANICAL DETAILS

S-001 STRUCTURAL PLAN AND NOTES

BUILDING 1648

N.T.S.

VICINITY MAP

EP101 ELEC. BLDG POWER-COMM PLAN

EL101 ELEC. LIGHTING PLAN

C O

V E

H E

E T

I L V

R A

T T

S H

AD102 REFLECTED CEILING DEMO PLAN

A-102 REFLECTED CEILING PLAN

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-601 DOOR AND FINISH INFORMATION

A-602 PARTITION TYPES

I-102 SIGNAGE PLAN & SCHEDULE

M-001 MECHANICAL NOTES AND LEGEND

M-701

MECHANICAL CONTROLS, GENERAL NOTES, AND LEGEND

M-702 MECHANICAL CONTROLS

MD101 MECHANICAL DEMOLITION PLAN

PL401 ENLARGED PLUMBING PLANS

EL501 ELEC. LIGHTING DETAILS

EP601 ELEC. PANELBOARD SCHEDULES & ONE-LINE DIAGRAM

EP602 ELEC. PANELBOARD SCHEDULES

S-101 STRUCTURAL PLAN AND NOTES

SD101 STRUCTURAL PLAN AND NOTES

FS100 FIRE SPRINKLER PLAN

FS500 FIRE SPRINKLER DETAILS

G-002 ABBREVIATIONS SYMBOLS AND NOTES

G-003 CODE SUMMARY DATA

C-101 SITE PLAN

P-001 PLUMBING GENERAL NOTES AND LEGEND

M-703 MECHANICAL CONTROLS

A-402 ENLARGED COUNTERTOP FLOOR PLANS & ELEVATIONS IN ROOM 112

J U

07/19/21

J U

C O

N T

R A

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

A P

P R

N T

A T

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

I S

S U

A T

D A

T E

M A

R K

D E

S C

R I P

T I O

D E

L I V

E R

R D

E R

SHEET

IDENTIFICATION

D A

T E

A P

P R

U S

E R

V E

N A

J R

F o r t

W o r t h

C O

M M

A N

E W

O O

K Y

A L

P H

A R

E T

T A

W o o d

A P

A T

J V

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

F A

A U

G U

S T

A N

S I

E D

I L V

M A

W G

R E

N O

V A

P O

N S

R E

L E

A S

Y S

T E

M S

M A

I N

T E

N A

N C

A C

I L

I T

G-002

A B

B R

E V

I A

T I O

N S

S Y

M B

O L

E S

I L V

R A

T T

S H

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK

REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE

OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED

OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND

WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE

SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING OFFICERS ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

6. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

8. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

9. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.

10. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.O.N.).

11. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

12. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND

SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

13. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY

AGENCIES. ALL INTERIOR WALL AND CEILING FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING IN ACCORDANCE TO ASTM

E 84. ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II (0.22 WATTS/CM SQ.) FOR MINIMUM CRITICAL RADIANT FLUX IN

ACCORDANCE WITH NFPA 253.

14. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

15. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

16. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

17. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

18. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL

PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

19. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE ROOF STRUCTURE UNLESS IT IS SPECIFICALLY NOTED

OR SHOWN ON THE DRAWINGS.

20. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND

EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

21. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE GOVERNMENT PRIOR TO START OF SUCH WORK.

22. ALL SIGNAGE TO BE APPROVED BY THE GOVERNMENT PRIOR TO ORDERING MATERIALS.

23. STORED MATERIALS SHALL BE KEPT DRY AND KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE CONTRACTING OFFICER.

24. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR

TO CONSTRUCTION.

25. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.

26. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT,WHERE APPLICABLE ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE TEXAS

DEPARTMENT OF TRANSPORTATION AND NAVAL AIR STATION JOINT RESERVE BASE SPECIFICATIONS.

27. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NAVAL AIR STATION JOINT RESERVE BASE, STATE, AND LOCAL ORDINANCES AND

REGULATIONS. CONSTRUCTION SHALL ALSO COMPLY WITH UFC CRITERIA.

28. COORDINATE WITH THE CONTRACTING OFFICER REGARDING EXISTING UTILITIES ON-SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH THE CONTRACTING OFFICER REGARDING INTERRUPTIONS OF UTILITY SERVICE AND SCHEDULED SERVICE OUTAGES TO

COMPLETE THE REQUIRED WORK.

29. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. DISPOSE OF HAZARDOUS WASTES IN

A MANNER CONSISTENT WITH APPLICABLE REQUIREMENTS.

30. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO CONSTRUCTION.

31. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO WORK BEGINNING TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS

GENERAL NOTES STANDARD ABBREVIATIONS

A.C.

AIR CONDITIONED

A.D.

AREA DRAIN

A.F.F.

ABOVE FINISH FLOOR

A.H.U.

AIR HANDLING UNIT

ALT.

ALTERNATE

ALUM.

ALUMINUM

AMP.,A

AMPERES

A.O. ACCESS OPENING

APPROX.

APPROXIMATELY

ARCH. ARCHITECTURAL

A.T.C. ACOUSTICAL TILE CEILING

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMO UNIT/HR.

CAB. CABINET

CAP. CAPACITY

C/B CIRCUIT BREAKER

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CK'D CHECKERED

CKT. CIRCUIT

C.L. CENTER LINE

CIEL.,CLG. CEILING

CLO. CLOSET

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

COND.

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT'R. CONTRACTOR

CONTR. JT. CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF. CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DWG. (S) DRAWING (S)

DSB DOUBLE STRENGTH "B" GLASS

EA. EACH

E.C. EMPTY CONDUIT

E.F. EXHAUST FAN

EL., ELEV. ELEVATION

ELEC. ELECTRIC

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

F.A. FIRE ALARM

F.C. FLEXIBLE CONNECTION

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

FT. FOOT - FEET

FTG. FOOTING

FDN.

FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GL. GLASS

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR.

GRILLE

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

H. HIGH

H.B. HOSE BIBB

H.C. HOLLOW CORE

HT. HEIGHT

H.M. HOLLOW METAL

H.P. HORSE POWER

HR.

HOUR

HTG. HEATING

HTR. HEATER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

L.P. LIGHTING PANEL

LTG. LIGHTING

LAV. LAVATORY

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG.

MOUNTING

M.V. MECHANICAL VENTILATION

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.A. OUTDOOR AIR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

P. PAPER

PART'N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

QTR. QUARTER

QUAN. QUANTITY

R. RISER

R.A. RETURN AIR

RAD. RADIUS

RD. ROUND

REC'D. RECESSED

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REG. REGISTER

REINF. REINFORCING

REQ'D. REQUIRED

RET. RETURN

R.G. RETURN GRILLE

RM. ROOM

S. SUPPLY

S.A. SUPPLY AIR

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

T., TOIL. TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THK. THICKNESS

THD. THRESHOLD

TYP. TYPICAL

T.T.D. TOILET TISSUE DISPENSER

T.O.S. TOP OF STEEL

T & G TONGUE & GROOVE

TR. TREAD

U.O.N.

UNLESS OTHERWISE NOTED

V. VOLT

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATION

VERT. VERTICAL

VTR.

VENT THRU ROOF

W. WATT

W/ WITH

WD. WOOD

W.G.

WATER GAGE

WP. WEATHERPROOF

WTR. WATER

W.W.F. WELDED WIRE FABRIC

W.C. WATER CLOSET

W.H. WATER HEATER

A.C.M.

ASBESTOS CONTAINING MATERIAL

R.P.M.

REVOLUTIONS / MINUTE

R.O. ROUGH OPENING

FR. FRAME

CONDENSATE

FE FIRE EXTINGUISHER

STANDARD SYMBOLS

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

CONCRETE

SAND

GROUT

EARTH (COMPACTED)

EARTH (UNDISTURBED)

GRAVEL

CONCRETE / ASPHALT (NEW)

CMU (SECTION)

BRICK (SECTION)

CMU (PLAN)

STEEL

RIGID INSULATION

BATT INSULATION

BLOCKING

CMU (ELEVATION)

BRICK (ELEVATION)

GRATING

BOG. BOTTOM OF GRADE

G.F.G.I. GOVERNMENT FURNISHED

G.F.C.I. GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

SPF SPRAY POLYURETHANE FOAM

SAFB SOUND ATTENUATING

FIBERGLASS BATTS

COR CONTRACTING OFFICERS

REPRESENTITIVE

SPECIAL APPROVALS

PLUMBING FIXTURE REQUIREMENTS

EXIT WIDTH

EXIT REQUIREMENTS

NUMBER AND ARRANGEMENT OF EXITS

FIRE PROTECTION REQUIREMENTS

ALLOWABLE HEIGHT

Mixed Occupancy:

Primary Occupancy:

ALLOWABLE AREA

Gross Building Area (sq. ft.):

Building Height:

Mezzanine:

Fire District:

Standpipes:

Sprinklers:

Construction Type:

BUILDING DATA

Code Edition:

PROJECT MANAGER:

BUILDING CODE SUMMARY

High Rise:

Special Approval: (Local Jurisdiction, Department of Insurance, ICC, etc., describe below)

SHWRS/

TUBS

DRINKING FNTNSLAVATORIESURINALSWATER CLOSETS

MALE FEMALE REG. ACCESS.

OCCUPANCY

(OCCUPANTS)

Interior

South

West

East

North

Exterior

Bearing Walls

Structural Frame, including columns, girders, trusses

DESIGN #

FOR

RATED

JOINTS

DESIGN #

FOR

RATED

ASSEMBLY

DESIGN #

FOR

RATED

PENETRATION

DETAIL #

AND

SHEET #

REQ'D PROVIDED

(W/ *

REDUCTION)

RATINGBUILDING ELEMENT

(per IBC 2012

Tables 601& 602)

FIRE

SEPARATION

DISTANCE

(FEET)

Life Safety Plan Sheet #, if provided

Type

Feet=H+20'=

Type

StoriesStories+1=

Feet

StoriesBuilding Height in Stories

Building Height in Feet

Type of Construction

SHOWN

ON PLANS

CODE

REFERENCE

ALLOWABLE

(TABLE 503)

INCREASE FOR

SPRINKLERS

Unlimited area applicable under conditions of Section 507.

The sprinkler increase per 506.2:

Percent of frontage increase I = 100[F/P - 0.25] x W/30 = (%)

W = Minimum width of public way = (W)

Ratio (F/P) = (F/P)

Total Building Perimeter = (P)

Perimeter which fronts a public way or open space having 20 feet minimum with = (F)

Frontage area increases from Section 506.3 are computed thus:

STORY

NO.

DESCRIPTION

AND USE

BLDG. AREA

PER STORY

(ACTUAL)

(A)

TABLE 506

AREA

(B)

AREA FOR

FRONTAGE

INCREASE

(C)

MAXIMUM

BUILDING

AREA

(F)

ALLOWABLE

AREA OR

UNLIMITED

(E)

AREA FOR

SPRINKLER

INCREASE

(D)

< 1.00

< 1

Actual Area of Occupancy B

Allowable Area of Occupancy BAllowable Area of Occupancy A

Actual Area of Occupancy A floor area of each use divided by the allowable floor area for each use shall not exceed 1.

For each story, the area of the occupancy shall be such that the sum of the ratios of the actual

Separated Mixed Occupancy (508.4) - See below for area calculations construction, so determined, shall apply to the entire building.

limitations for each of the applicable occupancies to the entire building. The most restrictive type of

The required type of construction for the building shall be determined by applying the height and area

Non-Separated Mixed Occupancy (508.3)

Exception:Separation:YesNo

Repair GarageUtility and Miscellaneous OpenParking Garage Enclosed

S-2 Low High-piledStorage S-1 Moderate

R-4R-1 Hotels R-2 Condos R-3Mercantile Residential

41 2 3I-3 Use Condition

I-1Institutional I-4 DaycareI-3 JailsI-2 Hospitals

F-2 Low

H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous

Business

A-5

H-1 Detonate

F-1 ModerateFactoryEducation

A-4A-3A-2A-1Assembly

TOTAL

1st Floor

NEWEXISTINGFLOOR

Unlimited perNumber of StoriesFeet

YesNo

No Yes (Primary)

DryWetIIIIIClass: IYesNo**

NFPA 13D-02NFPA 13R-02NFPA 13-02YesNo

Types:

YesNoMixed Construction:

I-B II-B III-B V-B

V-AIVIII-AII-AI-A

2018 International Building Code (IBC)

E-MAILPHONE #LICENSE #NAMEFIRM

Landscape

Structural

Sprinkler-Standpipe

Mechanical

Plumbing

Fire Alarm

Electrical

Civil

Architectural

DESIGNER

Phone #

CountyCity

StatePrivateCity/County

Code Enforcement Jurisdiction:

Owned By:

Owner or Authorized Agent:

Proposed Use:

Address:

Name of Project:

Feet

RENO/ UPFIT

YesNo Central Reference Sheet # (if provided)

NFPA 14-00

BUSINESS

B1648, NAVAL AIR STATION JOINT RESERVE BASE FT WORTH, TX

RENOVATION WEAPONS/RELEASE SYSTEMS MAINTENANCE FACILITY, B1648

ZAPATA

> 30'

N/A

0/N.C.0/N.C.> 30'

0/N.C.0/N.C.

II-BII-B

504.4

Unlimited per 504.3

N/A

403.3.1.3120

19,053 .

19,053

19,053 f

ZAPATA

WOOD

RAY ASHE

N/A

LEEVON MCKINNEY

RICHARD TAVERES

JEFF ROOT

RASHE@zapatainc.com

9,664 SF1st Floor

N/A N/A

N/A N/A N/A

N/A

0/N.C.0/N.C.

N/A N/A N/A

BUSINESS

Number of Occupants is based on 80% Male/ 20% Female of the Total Maximum Occupancy

Urinals may be substituted for up to 1/2 of the male water closets.

One service sink is required per floor.

Federal

. State

PROJECT SUMMARY

Building Description: 1 STORY, 19,053 SF BUILDING USED FOR MAINTAINING AIRCRAFT WEAPONRY.

Scope of Work Details:

Code Compliance Issues:

Alternative Means of Compliance Request:

Date of Preliminary Review:

RTAP (Revisions to Approved Plans)

Industrial Equipment with Declaration Document Attached

2018 NFPA 101 Life Safety Code

UFC 1-200-01, 8.16.10, Change #2 - 11.28.11

UFC 3-600-01, 9.26.06, Change #3 - 03.01.13

New Construction:

Shell Building

Upfit (First Time Interior Completion)Addition

Existing Building:

Renovated (date): Current Use(s) (Ch. 3):

Americans with Disabilities Act Accessibility Guidelines (ADAAG)

ESFR

**No standpipes provided in Upfit Space

76127Zip Code:

Constructed (date): Original Use(s) (Ch. 3):

Proposed Use(s) (Ch. 3):

Reconstruction Alteration RenovationRepair

Partial

Flood Hazard Area: No Yes

Secondary Occupancies:

Repair GarageUtility and Miscellaneous OpenParking Garage Enclosed

S-2 Low High-piledStorage S-1 Moderate

R-4R-1 Hotels R-2 Condos R-3Mercantile Residential

41 2 3I-3 Use Condition

I-1Institutional I-4 DaycareI-3 JailsI-2 Hospitals

F-2 Low

H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous

Business

A-5

H-1 Detonate

F-1 ModerateFactoryEducation

A-4A-3A-2A-1Assembly

Incidental Uses (Table 508.2.5): TRAINING ROOMS ARE FEWER THAN 50 OCCUPANTS EACH, SO THEY ARE

CLASSIFIED AS BUSINESS PER NFPA 101 6.1.2.1

Special Uses:

407406405404**403402 408 409 410 411 412

419418417416415414 420 421 422 423413

Special Provisions: 509.6509.5509.4509.3509.2 509.7 509.8 509.9

Incidental Use Separation (508.2.5)

This separation is not exempt as a Non-Separated Use (see exceptions).

N/AN/A

(per IBC 2018, UON)

(per IBC 2012, UON)

**Note: UFC 3-600-01 primary for Special Uses: reference NFPA 101 8.6.7 for Atriums

(per IBC 2018, UON) e.

Allowable Area A = {19,000 [19,000 x X ] + [19,000 x X]} = .

I = Percent Sprinkler Increase

I = Percent of Frontage Increase 75

A = tabular area 19,000

Allowable Area (A ) from Section 506.1 is computed thus:

a a t f s

d. Allowable Area A = {A [A x I ] + [A x I ]} a t t f t s

LS-101

LIFE SAFETY SYSTEM REQUIREMENTS

Panic Hardware: No Yes

Smoke Detection Systems: No Yes

Fire Alarm: No Yes

Emergency Lighting: No Yes

YesNoExit Signs:

* Indicate section number permitting reduction

Tenant Separation

(402.7.2)

Smoke Barrier

Separation

Party/Fire Wall

Separation (7.2.4.3.1)

Occupancy

Separation

(IBC T508.4)

Corridor Separation

(38.3.6)

Shafts - Other (8.6.5)

** Note: Ceiling panels are not a part of floor assembly.

N/A = Not ApplicableN.C. = Non Combustible N.R. = Not Required

N/A

N.R.

N.A.

Atrium: No Yes

N/A N/A

N/A

N/AN.A.N.A.

FIRE PROTECTION REQUIREMENTS

Incidental Use

Separation

N/A

N/A N/AN/A N/A N/A

Roof Construction, including supporting beams and joists **

0/N.C. N/A0/N.C. N/A N/A N/A

0/N.C N/A0/N.C. N/A N/A N/A

Floor Construction, including supporting beams and joists **

Partial

Fire Pump Room

(NFPA 20

T4.12.1.1.2)

N/A

(per NFPA 101)

Demo

New 2 4 4 2 1 02

1 3 4 1 2M, 1F 1 031st Floor

2Total Provided

Total Required

(per NFPA 101)

(per UFC 3-420-01) Business

LARGE ADMIN SPACE WILL REQUIRE 2 EXITS MEETING REMOTENESS REQUIREMENTS.

RTAVERES@zapatainc.com

JEFFREY.ROOT@woodplc.com

DESIGN #

FOR

RATED

JOINTS

DESIGN #

FOR

RATED

ASSEMBLY

DESIGN #

FOR

RATED

PENETRATION

DETAIL #

AND

SHEET #

REQ'D PROVIDED

(W/ *

REDUCTION)

RATINGBUILDING

ELEMENT

(per NFPA 101 UON)

FIRE

SEPARATION

DISTANCE

(FEET)

MALE FEMALE

Description of assembly

U-Value of total assembly

R-Value of insulation

Skylights in each assembly

U-Value of skylight

Description of assembly

U-Value of total assembly

R-Value of insulation

U-Value of assembly solar heat gain coefficient (SHGC) projection factor (PF)

Door R-Value

U-Value of assembly

R-Value of insulation

U-Value of total assembly

Description of assembly

U-Value of total assembly

R-Value of insulation

Description of assembly

U-Value of total assembly

R-Value of insulation

Floors slab on grade

R-Value of insulation

U-Value of total assembly

Description of assembly slab heated

Roof/ceiling Assembly (each assembly) total square footage of skylights in each assembly

Exterior Walls (each assembly)

Openings (windows or doors with glazing) low e required, if applicable

Walls adjacent to unconditioned space (each assembly) low e required, if applicable

Openings (windows or doors with glazing)

Walls below grade (each assembly)

Floors over unconditioned space (each assembly)

Horizontal/vertical requirement

N/A

EGRESS CAPACITY

Interior

South

West

East

North

Exterior

Nonbearing walls and partitions

> 30'

N/A

0/N.C.0/N.C.

N/A N/A N/A

N/A

0/N.C.0/N.C.

N/A . .

BUILDING

ELEMENT

(per NFPA 101 UON)

Shafts - Exit

(7.1.3.2.1 (2))

N/A N/A

N/A

N/A N/AN/A

Shafts - Elevator, also Machine Room

(UFC 3-600-01

6-30.1))

N/A N/A

N/A

N/A N/AN/A

SPECIAL INSPECTIONS

IT-7 Precast Concrete Erection

IT-6 Post Tension Slab IT-15 Exterior Insulation and Finish Systems

IT-5 Reinforced Concrete IT-14 Sprayed Fire-Resistant Materials

IT-4 Modular Retaining Walls >5-ft. high (1807.2)

IT-12 WeldingIT-3 Piling and Drilling Piers

IT-2 Excavation and Fill

IT-1 Verification of Soils

IT-11 Structural Masonry

IT-10 Inspection of Structural Steel Fabricators

(per IBC 2012 Section 1704)

SCHEDULE OF SPECIAL INSPECTION SERVICES

No Special Inspections required for this project Special Inspections required

Building Occupancy Category (Table 1604.5): II III IV

If Occupancy Category II: 20Building height in feet: 1No. Stories:

The construction divisions which require special inspections for this project are as follows:

IT-8 Pre-stressed Concrete

IT-9 Inspection of Precast Fabricators

IT-13 High Strength Bolts & Steel Framing Insp.

IT-16 Seismic Resistance

IT-17 Smoke Control and Smoke Exhaust Systems

IT-18 Detention Basin

IT-19 Special Cases (1704.15): .

If building in Occupancy Category II exceeds 45 feet or 3 stories or the building is an underground building per

Section 405.1, then Special Inspections are required. Refer to IBC 1704.1.2 for additional requirements.

*For mixed occupancies, the most restrictive occupancy will govern per IBC 508.3.2

427426425

ENERGY REQUIREMENTS:

ENERGY SUMMARY

Prescriptive

Method of compliance:

Performance

Climate Zone:

The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs. annual energy cost for the proposed design.

This section for new construction, additions, change of use and interior completions.

Prescriptive

32 4

Performance

(Energy Code)

(ASHRAE 90.1- 2013)

(Energy Code)

(ASHRAE 90.1 - 2013)

THERMAL ENVELOPE

No Change to Building Envelope

(per NFPA 101)

SEE LIFE SAFETY PLAN LS101 FOR OCCUPANT LOAD CALCULATIONS

147 x .8 = 120 MALES

147 x .2 = 30 FEMALES

1 NA

PORTIONS OF THE FACILITY MUST BE UPGRADED TO MEET THE F-35A FACILITIES REQUIREMENT

DOCUMENT.

LMCKINNEY@zapatainc.com

ZAPATA JAY BROWN JBROWN@zapatainc.com

JEFF ROOT

N/A

WOOD

23,000 SF

69,000 SF 92,000 SF 92,000 SF

10.08.19, CHANGE #1 - 10.01.20

08.08.16, CHANGE #5 - 09.24.20

SEE LIFE SAFETY PLAN LS101 FOR EGRESS CAPACITY CALCULATIONS

STORAGE 9,390 SF

CARRIE AUSTIN 817.782.7598 carrie.austin.1@us.af.mil

ALL MAINTENANCE OCCURS OFF AIRCRAFT.

RENOVATIONS & UPGRADES IN PREPARATION FOR THE INCOMING F-35A

MISSION.

HALF OF THE BUILDING IS CURRENTLY NON-SPRINKLED.

THE EXISTING FIRE ALARM IN THE ORIGINAL HALF OF THE BUILDING IS NOT COMPLIANT WITH

CURRENT CODES & STANDARDS.

N/A

ZAPATA RICHARD TAVERES RTAVERES@zapatainc.com

JEFFREY.ROOT@woodplc.com

MATTHEW SILVI 504.616.0669 MSILVI@zapatainc.com

BUSINESS/STORAGE

N/A

1st Floor 17,500 SF 70,000 SF52,500 SF 70,000 SF

N/ASMOKE

PARTITION

N/A

SMOKE

PARTITION

SEE LIFE SAFETY PLAN LS101 FOR NUMBER AND ARRANGEMMENT OF EXITS

2M, 1F

G-003

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PLAN

NORTH

TRUE

NORTH

GRAPHIC SCALE

1" = 30'

30'0 60'15'

BUILDING

S I T

L A

E N

N E

D Y

H A

Y A

H A

Y A

SITE PLAN NOTES

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FORT WORTH, TX AIR FORCE RESERVE COMMAND

REGULATIONS AND CODES, O.S.H.A. STANDARDS.

2. ALL DISTURBED AREAS OUTSIDE OF PAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL

UTILITIES, STORM DRAINAGE, SIGNS, & POLES, ETC. ALL WORK SHALL BE IN ACCORDANCE WITH

GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE

INCLUDED IN BASE BID.

4. IN THE EVENT OF A CONFLICT BETWEEN THE REFERENCE STANDARDS THE MOST STRINGENT SHALL

APPLY.

5. LIMITS OF CONSTRUCTION AREA TO BE DELINEATED AND BARRICADED TO PROHIBIT TRESPASSING.

6. PER GOVERNMENT'S REQUEST, NO BOUNDARY AND TOPOGRAPHIC SURVEY WAS PREPARED FOR THE

SITE. THE EXISTING DATA SHOWN IS BASED ON GOOGLE EARTH AERIAL VIEW.

7. PAVEMENT REPLACEMENT IS OCCURING UNDER EXISTING BUILDINGS. CONTRACTOR TO PROTECT

FROM DAMAGE ALL WALLS, STRUCTURES, COLUMNS, AND ANY OTHER INFRASTRUCTURE NOT

IDENTIFIED AS BEING REMOVED.

8. FENCE SHALL BE INSTALLED PER ASTM F567 AND ASTM F1911. SWING GATES TO BE INSTALLED PER

ASTM F900.

SCALE: 1" = 30'

SITE PLAN

LEGEND

EXISTING FENCE

+/- 315 LF OF

TEMPORARY FENCE

BEGIN TEMPORARY

FENCE

END TEMPORARY

FENCE

PROPOSED

TEMPORARY FENCE

GRAVEL

EXISTING CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE

DOUBLE GATE

ENTRANCE

TEMPORARY

CONSTRUCTION

GRAVEL ENTRANCE

EXISTING CHAIN

LINK FENCE

EXISTING CHAIN

LINK FENCE

SCALE: NTS

CONSTRUCTION ACCESS MAP

D1 D5

8'-0"

E Q

5'-0"

D12

D12 D14

D15

D16

D17D16

WEAPONS RELEASE SHOP

ADMIN

BREAK

LOCKER

CLASSROOM

RECREATION

TELCOM

STORAGE_SEC

OFFICE

PRODUCTION SUPPORT

STORAGE WARE

WEAPON RELEASE

HOLDING ROOM

103A

RECREATION

FEMALE

MECH

STORAGE C

MALE

D10

JAN

D11

D13

D12

D11

D15

D18

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PLAN

NORTH

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

DEMO PLAN

AD101

LEGEND

DEMOLITION KEYNOTES

XXX

ROOM

ROOM NUMBER

ROOM NAME

ROOM TAG

DOOR AND FRAME TO BE

REMOVED

WALL TO BE REMOVED

GRAPHIC SCALE

3/32" = 1'-0"

12'6'0 18'

D E

I L V

R A

T T

S H

REMOVE WALLS AS INDICATED

REMOVE EXISTING TILE FINISHES THROUGHOUT. PREPARE FOR NEW FINISHES

REMOVE DRINKING FOUNTAIN IN ITS ENTIRETY

REMOVE PLUMBING FIXTURES

REMOVE DOORS AND FRAMES IN THEIR ENTIRETY.

REMOVE ANY FILM OR PAINT ON TRANSOM GLASS

REMOVE EXISTING FLOOR FINISH AND PREPARE FLOOR FOR NEW FINISHES

REMOVE AND STORE EXISTING WORK TABLES FOR RE-USE IN NEW SPACE.

REMOVE EXISTING LATCHSET AND PANIC HARDWARE

CASEWORK AND REFRIGERATOR TO BE DEMOLISHED

D10

D11

D12

D13

D14

D15

D16

D17

REMOVE EXISTING SECURITY BARS, CLEAN AND PREPARE FOR NEW PAINT AND

REINSTALLATION

REMOVE EXISTING PAINT FROM WINDOW FRAMES, PREPARE FOR NEW

FINISHES.

USER EQUIPMENT AND MATERIALS TO BE REMOVED BY GOVERNMENT PRIOR

TO START OF WORK.

FF&E TO BE REMOVED BY OTHER PRIOR TO START OF CONSTRUCTION

REMOVE EXISTING ROLL UP DOOR AND ENLARGE OPENING FOR NEW OH

COILING DOOR.

SAWCUT & REMOVE PORTIONS OF EXISTING SLAB TO ACCOMMODATE NEW

PLUMBING FIXTURE LAYOUT. REFER TO PLUMBING DRAWINGS

WORK AREA TO BE PHASED, COORDINATE WITH USERS.

EXISTING PARTITION / WALL

TO REMAIN

STUD CMU BRICK

D18

REMOVE EXISTING DOOR LEAF AND HARDWARE. PREPARE EXISTING FRAME

FOR NEW FINISHES, DOOR LEAF, AND HARDWARE.

06/22/21

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

2 TON BRIDGE CRANE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A3

AutoCAD SHX Text A4

WEAPONS RELEASE SHOP

ADMIN

BREAK

LOCKER

CLASSROOM

RECREATION

TELCOM

STORAGE_SEC

OFFICE

PRODUCTION SUPPORT

STORAGE_WARE

WEAPON RELEASE

HOLDING ROOM

RECREATION

FEMALE

MECH

STORAGE C

MALE

JAN

C O

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REFLECTED CEILING DEMO PLAN

AD102

DEMOLITION KEYNOTES

GRAPHIC SCALE

3/32" = 1'-0"

12'6'0 18'

REMOVE CEILINGS AND GRID THROUGHOUT - SEE OTHER DISCIPLINES FOR

ADDITIONAL SCOPE

REMOVE GYP BD CEILING AND CEILING FRAMING THROUGHOUT - SEE

OTHER DISCIPLINES FOR ADDITIONAL SCOPE

WORK AREA TO BE PHASED, COORDINATE WITH USERS.

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LEGEND

XXX

ROOM

ROOM NUMBER

ROOM NAME

ROOM TAG

DOOR AND FRAME TO BE

REMOVED

WALL TO BE REMOVED

2" X 2" CEILING TILE TO BE REMOVED

2" X 4" CEILING TILE TO BE REMOVED

EXISTING PARTITION / WALL

TO REMAIN

STUD CMU BRICK

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

BOMB RACK MIX AREA

GAU-22 CRATE

LAUNCHER MIX AREA

LAU-117 AME

LAU-118 AME

STORAGE RACK

GUN MIX AREA

BRU-61 AMELAU-118 AME

LAU-117 AME

GUN MIX AREA

BRU-61 AME

GUN MIX AREA

BRU-61 AMEBRU-61 AME

LAU-117 AME

STORAGE RACK

GAU-22 CRATE

STORAGE RACK

G A

R A

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GAU-22 CRATE

C N

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A/G PYLON

CRATE

G A

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G A

T A

N D

BRU-61 AME BRU-61 AME

G A

N D

G A

N D

G A

N D

AME MAINTENANCE SHOP

FEMALE

STORAGE B

CORRIDOR

OFFICE 1

MECH

TRAINING

JAN

GUN MAINTENANCE SHOP VAULT

ADMIN.

STORAGE C

ARMS VAULT

103 A

OFFICE 2

TRAINING

MULTI PURPOSE

TELCOM

HUDDLE

FEMALE

STORAGE

MALE

STORAGE A

MECH

MALE

CORR.

112A

CORR.

118A

116A

117A

103C

103B

123A

123B

112A

105A

103A

100A

A-401

9'-10

5 8

6'-6"

18'-10"

5 8

30 LOCKERS

58 LOCKERS

7'-10"

118B

112C

112B

A-602

EQ EQ EQ

115A

TYP.

UON

A-402

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CORRECTED FINAL - ISSUE FOR CONSTRUCTION

F A

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NORTH

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

FLOOR PLAN

A-101

NEW WORK KEYNOTES

GRAPHIC SCALE

3/32" = 1'-0"

12'6'0 18'

LEGEND

XXX

ROOM

ROOM NUMBER

ROOM NAME

ROOM TAG

EXISTING PARTITION / WALL

TO REMAIN

NEW STUD PARTITION

F L

O O

L A

I L V

A R

C A

S H

SMOKE PARTITION

101 DOOR NUMBER

PARTITION TYPE

PROVIDE ADA DRINKING FOUNTAIN.

PROVIDE MMR GYPSUM WALLS AND/OR TILE BACKER BOARD AS APPLICABLE

PATCH AND REPAIR CONCRETE FLOOR WHERE SAWCUT FOR PLUMBING

REMOVALS

PREPARE ROOF HATCH FOR NEW FINISH

REFINISH STEEL WINDOWS, SECURITY BARS, HANDRAILS, METAL CANOPIES AND

COLUMNS

NEW EPOXY FLOOR COATING SYSTEM

INFILL EXISTING WALL OPENING. MATCH EXISTING WALL COMPOSITION

NEW HM CASED OPENING:PAINT8

9 EXISTING LADDER TO EXISTING ROOF HATCH

10 REINSTALL SECURITY BARS

STUD CMU BRICK

11 WORK AREA TO BE PHASED, COORDINATE WITH USERS.

12 36" FLOOR MOUNTED ADA-COMPLIANT LOCKER ROOM BENCH

13 36" FLOOR MOUNTED LOCKER ROOM BENCH

06/22/21

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

CRANE RAIL

AutoCAD SHX Text

2 TON BRIDGE CRANE

AutoCAD SHX Text

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AutoCAD SHX Text B

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9 9

9 9 9

9 9

TRAINING

AME MAINTENANCE SHOP

JAN

HALLWAY

STORAGE B

GUN MAINTENANCE SHOP VAULT

ADMIN.

STORAGE C

ARMS VAULT

103 A

OFFICE 1

OFFICE 2

TRAINING

TELCOM

HUDDLE

FEMALE

MULTI PURPOSE

STORAGE

FEMALE

MALE

STORAGE A

CORRIDOR

MECH

MALE

MECH

CORR.

112A

CORR.

12'-0"

EXIST

11'-0"

OPEN

7 7 7

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SHEET

IDENTIFICATION

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

REFLECTED CEILING PLAN

A-102

NEW WORK KEYNOTES

GRAPHIC SCALE

3/32" = 1'-0"

12'6'0 18'

LEGEND

PROVIDE NEW MMR ACT CEILING & GRID.

PROVIDE NEW ACT CEILING & GRID.

OVERHEAD DOOR COIL ABOVE CEILING FINISHED CEILING TRIM PIECE AROUND

DOOR PENETRATION

EXISTING ROOF HATCH. PREP, PRIME AND PAINT PT-2

EXISTING BRIDGE CRANE

EXISTING CEILING TO REMAIN

R-20 MIN. UNFACED FIBERGLASS BATT INSULATION ABOVE CEILING TILE

THROUGHT

WORK AREA TO BE PHASED, COORDINATE WITH USERS.

NEW GYP. BD. CEILING ON SUSPENDED CEILING SYSTEM

R E

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XXX

ROOM

ROOM NUMBER

ROOM NAME

ROOM TAG

2" X 2" CEILING TILE

X'-X"

CEILING AT 10'-0" U.O.N

2'X4' LAY-IN TROFFER LED FIXTURE

W/EMERGENCY BATTERY

4' LONG INDUSTRIAL LED FIXTURE

8' LONG INDUSTRIAL LED FIXTURE

BATTERY BACKED WALLPACK

8' LONG INDUSTRIAL LED FIXTURE

W/EMERGENCY BATTERY

EGRESS ELECTRICAL FIXTURE

EMERGENCY LIGHT FIXTURE

EXISTING PARTITION / WALL

TO REMAIN

STUD CMU BRICK

RECESSED LED FIXTURE W/ EMERGENCY BATTERY

GYP. BD CEILING

06/22/21

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A3

A-401

P Q

MALE

3'-0" 6'-8"

7'-0"

8'-2"

A-401

3 8

5 8

30" CLR.

MIN.

5'-0"

CLR.

L R

A-401

FEMALE

1 4

5'-4"

6'-0"

3 4

L R

5'-0" CLR.

TYP.

SIDEWALL

I N

TOILET

PAPER

DISPENSER

MIRROR &

LAVATORY

O T

T O

L E

C T

I V

S U

R F

A C

T R

O L

HAND SOAP

DISPENSER

SEMI-RECESSED

PAPER

TOWEL

DISPENSER

& WASTE

RECEPTACLE

TYPICAL

DOOR &

ACCESSORIES

1'-6"

5'-0" MIN. CLEAR

1'-0"

3'-0" MIN.

DRINKING

FOUNTAIN

UTILITY SHELF

W/ MOP HOOK

STRIP

& RAG BAR

I N

D A

A X

S P

O U

M A

S P

O U

M A

2'-8"

2'-0"

39"-41"

12" MAX.

54" MIN.

42" MIN.

7"-9"

A X

I N

A X

TYPICAL

FOLD-DOWN

SHOWER

SEAT

15"

13.5"

COVE BASE,

TYP.

METAL TILE

EDGING

COVE BASE,

TYP.

T T T

METAL

TILE

EDGING

M A

COVE BASE,

TYP.

METAL TILE

EDGING

COVE BASE,

TYP.

A-401

METAL

TILE

EDGING

COVE BASE,

TYP.

METAL

TILE

EDGING

A-401

COVE BASE,

TYP.

METAL TILE

EDGING

COVE BASE,

TYP.

METAL TILE

EDGING

COVE BASE,

TYP.

METAL TILE

EDGING

24" H X 24" W S.S.

BACK SPLASH

REF

2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8"

MATERIALPRODUCTSTRADENAMEMODELNUMBER

HIGH PRESSURE

DECORATIVE

LAMINATE

1/2" THICK SOLID

SURFACE COUNTERTOP

AND 4" BACKSPLASH

4" COVE BASE

HIGH PRESSURE

DECORATIVE

LAMINATE

REF REF

DISPOSAL SWITCH

SOLID SURFACE ON 3/4" EXT.

PLYWOOD TOP. FULL CAULK

BEAD ALL SIDES

WRAP EDGE WITH

PLASTIC LAMINATE

BLOCKING

PLASTIC LAMINATE ON

3/4" MDF REMOVABLE

MODESTY PANEL

3/4" MDF SUPPORTS

FOR PANEL PAINT

TO MATCH PLAM

2'-0"

I N

D A

C L E

A R

A N

C E

1 2

A R

A N

C E

ADA MINIMUM KNEE

CLEARANCE DIAGRAM

3/4" PLYWOOD, CUT

AROUND SINK BOWL

CRESCENT EDGING ON

COUNTERTOP & SPLASHES

S.S. UNDER COUNTER

MOUNTED SINKS

SOLID SURFACE FACE

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SHEET

IDENTIFICATION

D A

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F o r t

W o r t h

C O

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Scale: 1/4" = 1'-0"

FLOOR PLAN

A-401

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1. PROVIDE BLOCKING AT LOCATIONS RECEIVING ACCESSORIES OR EQUIPMENT.

2. NEW CONSTRUCTION, ACCESSORIES, AND EQUIPMENT INSTALLATION SHALL BE

PROVIDED IN COMPLIANCE WITH ADA ACCESSIBILITY REQUIREMENTS.

3. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL NEW EQUIPMENT, DEVICES,

LIGHTING, AND FOR ADDITIONAL NOTES.

ACCESSORY KEYNOTESGENERAL NOTES

Scale: 1/4" = 1'-0"

FLOOR PLAN

Scale: 1/4" = 1'-0"

MALE LATRINE ELEVATIONS

Scale: 1/4" = 1'-0"

FEMALE LATRINE ELEVATIONS

Scale: 1/4" = 1'-0"

TYPICAL ADA MOUNTING HEIGHTS

GRAPHIC SCALE

1/4" = 1'-0"

4'2'0 8'

Scale: 1/4" = 1'-0"

MULTI PURPOSE ROOM ELEVATION

Scale: 3/4" = 1'-0"

ADA LAVATORY TYP.

GRAPHIC SCALE

3/4" = 1'-0"

0 1' 2' 3'

FLOOR-MOUNT, FLUSH VALVE WATER CLOSET

SOLID HDPE TOILET PARTITIONS W/ HEAVY DUTY STAINLESS STEEL HARDWARE, WALL

AND FLOOR MOUNTED

UNDER COUNTER MOUNTED SINK

SURFACE MOUNTED TWO-ROLL TOILET TISSUE DISPENSER, SATIN FINISH STAINLESS

STEEL

ROD & CURTAIN

FAUCET, SATIN FINISH STAINLESS STEEL

18" VERTICAL ADA GRAB BAR

36" HORIZONTAL ADA GRAB BAR

42" HORIZONTAL ADA GRAB BAR

24" UTILITY SHELF W/ MOP HOOK STRIP AND RAG BAR

ELKAY (LZS8WS(VR)SP) WATER COOLER W/ EZH2O BOTTLE FILLING STATION OR EQUAL

24" W X 24" H X 12" D MOP SINK

24" X 36" CHANNEL FRAME MIRROR

WALL MOUNTED URINAL

36" ADA-COMPLIANT FLOOR MOUNTED WOOD LOCKER ROOM BENCH

INSTALL COAT HOOK (SATIN FINISH) @ LOCATIONS AND HEIGHTS INDICATED

ADA COMPLIANT FOLD-DOWN SHOWER SEAT

SURFACE MOUNTED COMBINATION PAPER TOWEL DISPENSER AND WASTE

RECEPTACLE,SATIN FINISH STAINLESS STEEL

ADA COMPLIANT COMPRESSIBLE CURB

ADA-COMPLIANT FLOOR-MOUNT, FLUSH VALVE WATER CLOSET

06/22/21

AutoCAD SHX Text C5

SOLID SURFACE

COUNTER TOP, TYP.

STAINLESS STEEL LOW

PROFILE COUNTERTOP

BRACKET, TYP.

CONTINUOUS

CLEAT

7'-6

25'-7

3'-1

7'-6

" 7'-6

6'-0"

6'-0

"6'-0

" 2'-1

34'-3

6'-0

"2'-1

SOLID SURFACE

COUNTER TOP, TYP.

CONTINUOUS

CLEAT

STAILESS STEEL LOW

PROFILE COUNTERTOP

BRACKET, TYP.

C O

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IDENTIFICATION

D A

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F A

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GRAPHIC SCALE

1/4" = 1'-0"

4'2'0 8'

Scale: 1/4" = 1'-0"

COUNTERTOP ELEVATION 1 - ROOM 112

Scale: 1/4" = 1'-0"

COUNTERTOP FLOOR PLAN 1 - ROOM 112

Scale: 1/4" = 1'-0"

COUNTERTOP FLOOR PLAN 2 - ROOM 112

Scale: 1/4" = 1'-0"

COUNTERTOP ELEVATION 2 - ROOM 112

1 1

06/22/21

AutoCAD SHX Text C2

ROOM NAME

FLOOR

FINISH

BASE

NORTH FINISH

WALL CEILING

MATERIAL HEIGHT

MILLWORK

COUNTER CABINETSEAST FINISH SOUTH FINISH WEST FINISH

WALL WALL WALLROOM FINISH SCHEDULE

REMARKS

FINISH

FINISH SCHEDULE

CORRIDOR

TRAINING

MECHANICAL

STORAGE A

ARMS VAULT

MULTI PURPOSE

AME MAINTENANCE SHOP

FEMALE

HUDDLE

MALE

STORAGE

JANITOR

ADMINISTRATION

CORRIDOR

OFFICE

TRAINING

FEMALE

MALE

GUN MAINT. SHOP VAULT

STORAGE B

STORAGE C

MECHANICAL

TELECOM

CORRIDOR

LVT-1

CPT-1

ETR

LVT-1

ETR

CTF-1

CPT-1

CTF-1

CONC-1

LVT-1

CPT-1

LVT-1

ETR

SDT-1

LVT-1

PT-1 PT-1 PT-1 PT-1

PT-1 PT-1 PT-1

PT-1 PT-1 PT-1 PT-1

PT-1 PT-1

RWB-1

CTB-1

RWB-1

CTB-1

PT-1 PT-1 PT-1

RWB-1

ROOM #

PT-1

CT-1 / PT-1

PT-1

CEILING

ACT-1 MANUF.: ARMSTRONG

PATTERN: ULTIMA LAY-IN AND

TEGULAR

COLOR: WHITE

SIZE: 24"X24"X15/16"

GENERAL NOTES

1. REFER TO SHEET I-101 FOR FLOOR FINISH

LOCATIONS.

FLOOR

FINISH LEGEND

WALL

CONC-1 MANUF: --

PATTERN: SEALED CONCRETE

PT -1 MANUF: SHERWIN WILLIAMS

COLOR: SW 7029 AGREEABLE GREY

FINISH: SATIN - INT.

1 COAT PRIMER

2 COATS PAINT

LOCATION: WALLS

PT -2 MANUF: SHERWIN WILLIAMS

COLOR: SW 7007 CEILING WHITE

FINISH: FLAT

1 COAT PRIMER

2 COATS PAINT

LOCATION: GYPSUM BOARD CEILINGS

PT -3 MANUF: SHERWIN WILLIAMS

COLOR: SW7019 GAUNTLET GRAY

FINISH: SATIN - EXT

1 COAT PRIMER, 2 COATS PAINT

LOCATION: EXTERIOR DOORS & FRAMES

CT-1 MANUF: CROSSVILLE

PATTERN: 12" X 24" X

COLOR: CALDERA AV292

TYPE: BASALT PORCELAIN STONE

HEIGHT: 42" WAINSCOT

METAL MANUF: SCHLUTER

EDGING PROFILE: QUADEC

MATERIAL: ZINC

COLOR: CLASSIC GREY

BASE

RWB-1 MANUF.: JOHNSONITE

COLOR: 24 MOON ROCK

HEIGHT: 4"

PT-1

RWB-1

ETR ETR

10'-0"

PT-1 PT-1 PT-1 PT-1

PT-1 PT-1 PT-1

PT-1 PT-1 PT-1 PT-1

PT-1

PT-1 PT-1

PT-1 PT-1 PT-1

RWB-1

PT-1 PT-1 PT-1

RWB-1

PT-1

PT-1PT-1

PT-1

RWB-1

PT-1 PT-1 PT-1 PT-1

PT-1

PT-1 PT-1

PT-1 PT-1 PT-1

RWB-1

PT-1PT-1

PT-1

ETR

GYP, PT-2

12'-0"

---PT-1 PT-1 PT-1RWB-1 PT-1

103A

112A

ACT-1 12'-0"

PT-1 PT-1 PT-1 PT-1

ACT-1 10'-0"

ACT-1

OPEN

ACT-1 11'-0"

ACT-2 10'-0"

ACT-1 10'-0"

ACT-2 10'-0"

ACT-1 10'-0"

GYP, PT-2

ACT-1 10'-0"

ACT-1

10'-0"

HPDL-1

SS-1

HPDL-1

CT-1 / PT-1 CT-1 / PT-1

CT-1 / PT-1

METAL EDGING AT TOP OF WAINSCOT

ACT-2 MANUF.: ARMSTRONG

PATTERN: WATER-RESISTANT

ULTIMA HEALTH ZONE

HIGH NRC

COLOR: WHITE

SIZE: 2'X2'X15/16"

CPT-1 MANUF: MOHAWK

PATTERN: 24 X 24 ARMSTRONG

COLOR: 859 FRANKLIN

TYPE: SIDE STRIPS TILE GT 149

LVT-1 MANUF: MOHAWK

PATTERN: MATUTO PLUS STONE

COLOR: AGREEABLE GREY STONE

TYPE: 12"W X 24"L PLANKS

SDT-1 MANUF: ARMSTRONG

PATTERN: 12" X 12"

COLOR: 51950 MARBLE BEIGE

TYPE: EXCELON

CTF-1 MANUF: CROSSVILLE

PATTERN: 12" X 12" X

COLOR: CALDERA AV292

TYPE: BASALT PORCELAIN STONE

PLASTIC LAMINATE

HPDL-1 MANUF: FORMICA

COLOR: 5880-58 EARTHEN WARP

SOLID SURFACE

SS-1 MANUF.: WILSONART

PATTERN: JOVIAN 9211 CM

MISC.

GT-1 MANUF.: MAPEI

COLOR: 11 SAHARA BEIGE

CTB-1 MANUF.: CROSSVILLE

COLOR: CALDERA AV292 TRIM

TYPE: BASALT PORCELAIN STONE

HEIGHT: COVE BASE 6" X 12"

HDPL-1 MANUF.: WILSONART

COLOR: JOVIAN 9211 CM

10'-0"

OPEN

10'-0"

VCG-1 MANUF.: BABCOCK DAVIS

PRODUCT: BCVGS3S-P PVC FREE

COLOR: PEARL

ETR

ACT-1

ACT ACOUSTICAL CEILING TILE

FINISH ABBREVIATIONS:

RWB RUBBER WALL BASE

PAINT

ETR EXISTING TO REMAIN

CONC SEALED CONCRETE

CPT CARPET

CT CERAMIC TILE

HPDL HIGH PRESSURE DECORATIVE LAMINATE

SS SOLID SURFACE

SDT STATIC DISSAPATIVE TILE

CTF CERAMIC FLOOR TILE

VCT VINYL COMPOSITION TILE

GT GROUT

TP TOILET PARTITION

VCG VINYL CORNER GUARD

LVT LUXURY VINYL TILE

ACT-1

TOILET PARTITIONS ( HPDE)

TP-1 MANUF.: POLYLIFE

PATTERN: 120 SAND SPECKLE

CORNER GUARDS

VCG-1 MANUF.: BABCOCK DAVIS

PATTERN: BCGVS3S

HEIGHT: 48"

NOTE: ALL OUT SIDE CORNERS ARE TO

RECEIVE CORNER GUARDS

OPEN

10'-0"

GYP GYPSUM CEILING BOARD

MANUF.: CHICAGO METALLIC

COLOR: CEILING WHITE

SIZE: 5/8"

METAL EDGING AT TOP OF WAINSCOT

SEE SCHEDULE

TYPE 2TYPE 1

SEE SCHEDULE

TYPE 3

S E

C H

E D

U L

S E

C H

E D

U L

SEE SCHEDULE

TYPE 4

S E

C H

E D

U L

RATED SAFETY

GLAZING

RATED SAFETY

GLAZING

SEE SCHEDULE

S E

C H

E D

U L

ROOM NAME TYPE

ROOM FINISH SCHEDULE

REMARKS

DOOR SCHEDULE

DOOR #

DOOR FRAME DETAILS

HARDWARE

FUNCTION

FIRE

RATING

TRANSITION

DETAIL

MATERIAL SIZE TYPE MATERIAL HEAD JAMB

100A

CORRIDOR

101 TRAINING

102 MECHANICAL

103 STORAGE A

103A ARMS VAULT

103B STORAGE A

103C STORAGE A

105 AME MAINTENANCE SHOP

105A AME MAINTENANCE SHOP

106 FEMALE

107 HUDDLE

108 MALE

109 STORAGE

110 JAN

123 HALLWAY

123A HALLWAY

123B HALLWAY

112 ADMIN

112A CORRIDOR

113 OFFICE

114 OFFICE

115 TRAINING

115A TRAINING

116 FEMALE

117 MALE

118A

GUN MAINT. SHOP VAULT

119 STORAGE B

120 STORAGE C

1 D HM

EXISTING EXISTING

3'-0" X 7'-0"

116A

117A MALE

FEMALE 1

3'-0" X 7'-0"

1 HM 4'-0" X 7'-0" STLC

122 TELCOM

MECH

1 3'-0" X 7'-0" A HM

EXISTING EXISTING EXISTING

1 3'-0" X 7'-0" C

1 3'-0" X 7'-0" C HM

PR. 3'-0" X 7'-0"

B HM

1 SCWD 3'-0" X 7'-0" D HM

1 3'-0" X 7'-0" D HM

1 3'-0" X 7'-0" A HM

EXISTING

3 3'-0" X 7'-0" A HM

4 4

3 3

EXISTING

4 4

3 3

P/P W/ DB

PRIVACY

P/P W/ DB

CLASSROOM

OFFICE

P/P W/ DB

P/P

P/P W/ DB

P/P

COMBO LOCK

EXISTING

STOREROOM

REMARKS:

1. DOOR IS REQUIRED TO MEET THE REQUIREMENTS OF A CLASS 5A VAULT DOOR AND

FRAME AND FF-L-2937 MECHANICAL COMBINATION LOCK

2. REFINISH AND PROVIDE NEW WATHERSTRIPPING

3. REFNISH

4. CASED OPENING

5. OVERHEAD COILING DOOR/PROVIDE PAD-LOCKABLE LOCKING BARS

6. REPLACE EXISTING PANIC DEVICE AND HINGES W/NEW DEADBOLT PANIC DEVICE

TAMPERPROOF HINGES. DOOR SHALL HAVE NO EXTERIOR LATCHSET

7. PROVIDE PAD-LOCKABLE LOCKING BARS

8. REFINISH EXISTING DOOR FRAME

118B STORAGE B 11'-0" X 11'-4"

112B

C C

7'-8" X 7'-4" CLEAR OPENING

CORRIDOR

STL

4 STL

112C C

CORRIDOR

EXISTING

EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING

4 -

2,6

5,7

EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING

EXISTING

EXISTING EXISTING

EXISTING

EXISTING EXISTING

4 4

EXISTING EXISTING

EXISTING

EXISTING EXISTING

EXISTING

7'-8" X 7'-4" CLEAR OPENING

STL STL STL

SCWD

3 3'-0" X 7'-0"

3 SCWD 3'-0" X 7'-0"

SCWD

1 SCWD 3'-0" X 7'-0"

2" 2"

TYPE A

S E

O O

I Z

2" 2"

TYPE B

S E

O O

I Z

SEE DOOR SIZE SEE DOOR SIZE

TYPE C

S E

O O

I Z

SEE DOOR SIZE

2" 2"

TYPE D

S E

O O

I Z

SEE DOOR SIZE

TEMP

CONT.SEALANT EA. SIDE

16 GA H.M. FRAME

DOOR PANEL

CONT.SEALANT

EA. SIDE

16 GA. HM FRAME

STL STUD

ANCHOR, 3 PER JAMB

DOOR

7 8

5 8

SEALANT EACH SIDE

HM DOOR FRAME

EXIST. WALL

SEALANT EACH SIDE

HM DOOR FRAME

EPOXY MASONRY JAMB

ANCHOR, 3 PER JAMB,

SPOT GROUT AND

INSTALL INSULATION IN

FRAME.

EXIST. WALL

VCT OR LVT

METAL TRANSITION STRIP

SCHLUTER RENO-U OR SIM.

CERAMIC TILE OVER

THINSET

DETAIL

TRANSITION BETWEEN CERAMIC TILE

AND VINYL COMPOSITION TILE

DOOR℄

VCT OR LVT

DETAIL

TRANSITION BETWEEN VINYL

COMPOSITION TILE AND CONCRETE

DOOR℄

RUBBER TRANSITION STRIP

JOHNSONITE REDUCER OR

SIM.

EXISTING FLOOR

SLAB

EXISTING FLOOR

SLAB

T2T1

VCT OR LVT

DETAIL

TRANSITION BETWEEN VINYL

COMPOSITION TILE AND CARPET TILE

DOOR℄

RUBBER TRANSITION STRIP

JOHNSONITE ADAPTOR OR

SIM.

EXISTING FLOOR

SLAB

EXIST. WALL

SEALANT

EACH SIDE

EXIST. WALL

SEALANT EACH SIDE

HM FRAME

EPOXY MASONRY JAMB

ANCHOR, 3 PER JAMB,

SPOT GROUT AND

INSTALL INSULATION IN

FRAME.

NEW STEEL

LINTEL

GROUT FILLED

HM DOOR FRAME

NOTCHED CMU

FACE SHELL SOAP

SEALANT EACH SIDE

GRO…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 28, 2022.