01. FBNV230009_Drawings.pdf

FIRE DEPARTMENT

CIVIL ENGINEERING

SECURITY

FORCES

CONTRACTING

OFFICE

CRAYCROFT GATE

SWAN GATE

WILMOT GATE

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HAUL ROUTE

RE

GIS

TER

ED ARCHITECT

A

R I Z O N A , U . S

. A

Da t e S ig n e d . . .

CE

R T I

FICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

N

GOLF LINKS

K O L B

W

IL

M O T

C R A Y C R O F T

S W A N

A L V E R N O N

VALENCIA

DMAFB

pI-19

I-10p

MAIN GATE

ENTRANCE

NOT TO SCALE

TUCSON, ARIZONA

VICINITY MAP

TUCSON

Flagstaff

PHOENIX

NNOT TO SCALE

STATE MAP

ARCHITECTS

261 North Court Avenue

520.795.2705 www.bwsarchitects.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

Tucson, Arizona 85701

SHEET OF

CONSULTANTS

AT DAVIS-MONTHAN

AIR FORCE BASE, ARIZONA

DATE:

HAUL ROUTE NOTE:

THE CONTRACTOR WILL IMMEDIATELY CLEAN UP ANY DEBRIS, DIRT OR OTHER

MATERIAL SPILLED ON ANY ROADWAY CAUSED BY HIS OPERATION.

ALL CONTRACTOR EQUIPMENT WILL GIVE WAY TO EMERGENCY VEHICLES.

THE PRIMARY HAUL ROUTE FOR THIS PROJECT IS THROUGH THE SWAN GATE AND

SOUTH ON FIFTH STREET AS SHOWN. THIS GATE IS NORMALLY OPEN FROM 0600

TO 1800 DAILY, MONDAY THRU FRIDAY. IT IS NOT OPEN AT NIGHT OR ON

WEEKENDS, HOLIDAYS, OR MILITARY "DOWN DAYS". IF THE CONTRACTOR IS

PERMITTED TO WORK ON THESE DAYS THAT THE SWAN GATE IS CLOSED, HE

WILL BE REQUIRED TO USE THE CRAYCROFT GATE.

UTILITY NOTES::

EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION. THE CONTRACTOR

SHALL FIELD VERIFY THE EXACT LOCATIONS OF ALL EXISTING FACILITIES AND

UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL

CONTACT ARIZONA 811 ALLOWING TWO (2) WORKING DAYS ADVANCE NOTICE IN

ORDER THAT UNDERGROUND TELEPHONE CABLES CAN BE LOCATED AND MARKED

PRIOR TO CONSTRUCTION SO AS NOT TO IMPEDE CONSTRUCTION PROGRESS. THE

CONTRACTOR SHALL CONTACT THE BASE ENGINEER (520-228-8999) ALLOWING

TWENTY-ONE (21) WORKING DAYS ADVANCE NOTICE FOR ALL OTHER

UNDERGROUND UTILITY LOCATIONS.

ENVIRONMENTAL NOTES:

PROJECT SHALL COMPLY WITH DAVIS MONTHAN CONTRACTOR ENVIRONMENTAL

GUIDE, LATEST EDITION

DAVIS-MONTHAN AFB, ARIZONA

CIVIL ENGINEER OFFICE

DEPARTMENT OF THE AIR FORCE

AIR COMBAT COMMAND

REVISION DATE DESCRIPTION

AT

DAVIS-MONTHAN AIR FORCE BASE, ARIZONA

COVER SHEET

FBNV23-0009

2/1 4/2

4REPAIR COMMAND POST,

BLDG 2300

CONSTRUCTION DOCUMENTS

STRUCTURAL

Turner Structural

2806 N. Alvernon Way, #400

Tucson, AZ 85712

Phone: 520.323.3422

M, P & E

ZONA Technical

Engineers

6422 E. Speedway Blvd.

#130

Tucson, AZ 85710

Phone: 520.200.2612

FBNV23-0009

2/14/2024

REPAIR COMMAND POST, BLDG 2300

BWS Project No. 2137.300

BWS Project No. 2137.300

PARTIAL BASE MAP 1 61

MATCH LINE

IDENTIFYING REVISION

CODE DESIGNATION

CLOUD ENCLOSES

REVISION

ELEVATION INDICATOR

REVISION CLOUD

KEYNOTE TAG

WALL TYPE

MATCH LINE

SHEET WHERE DRAWN

DOOR NUMBER

DOOR MARK

ROOM NUMBER

ELEVATION REFERENCE NO.

SHEET WHERE DRAWN

DETAIL NUMBER

DRAWING NUMBER

SHEET WHERE DRAWN

SHEET WHERE DRAWN

SECTION NUMBER

ROOM NAME AND NUMBER

WINDOW MARK

DOOR MARK

EXTERIOR ELEVATION

INTERIOR ELEVATION

DETAIL MARK

ENLARGED AREA OR

WALL SECTION

SECTION LETTER

BUILDING SECTION

COLUMN GRID

16'- 0" A.F.F.

FF ELEV

A101

SIM

A101

SIM

View Name

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

/1 A101

/1 A101

1t

ROOM NAME

A6.1

A5.1

A1

1 1

A101

SIM

RIGHT OF WAYROW

EW EACH WAY

JT

JST

JOINT

JOIST

LLH LONG LEG HORIZONTAL

LIGHTWEIGHT

LOW POINT

LONG LEG VERTICAL

LT

LVR

LTWT

LP

LLV

LIGHT

LOUVER

LABORATORY

LINEAL FEET

KNOCK OUT

KICK PLATE

LENGTH, LONG

KNOCKED DOWN

LEFT HAND

LAB

LF

LAV

LAM

L

LH

LL

LAVATORY

LAMINATE

LIVE LOAD

KIT

KO

KD

KP

KITCHEN

GALV GALVANIZED

HP HIGH POINT

HEATING/VENTILATING/

INSULATED COMPOSITE

INSIDE DIAMETER

INCLUDING

INVERT ELEVATION

INSULATION

AIR CONDITIONING

HOT WATER

METAL WALL PANEL

JANITORS CLOSET

ID

IE

IN

INCL

INT

INSUL

JC

INCH(ES)

INTERIOR

HR

HVAC

HW

ICMWP

HOUR

HOSE BIBB

HOLLOW CORE

HARDBOARD

HARDWOOD

HARDWARE

HEAVY DUTY

GENERAL CONTRACT(OR)

GLASS, GLAZING

GYPSUM WALLBOARD

HORIZONTAL

HOLLOW METAL

HIGH IMPACT WOOD FIBER PANEL

H(T) HEIGHT

HDWD

HDWR

HB

HC

HDBD

HD

HORZ

HM

GC

GD

GL

GYP

GWB

HIW

GYPSUM

GRADE

FF FINISH FLOOR

FIBER REINFORCED PLASTIC

FIREPROOF

FOOT,FEET

FIRE RETARDANT

FURRED(ING)

FLUORESCENT

GAGE,(GUAGE)

FT

FTG

FUR

FUT

GA

FOOTING

FUTURE

FO

FP

FLUOR

FIN

FLA

FLEX

FRP

FR

FACE OF

FLASHING

FLEXIBLE

FINISH(ED)

EXTERIOR FINISH SYSTEM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FABRICATE

EXPANSION

FAHRENHEIT

FIRE ALARM

ELECTRIC WATER COOLER

EXCAVAT(E)(ION)

FIRE EXTINGUISHER(CABINET)

EXT. INSULATION FINISH SYSTEM

FD

FE

FDN

F

FA

FAB

FEC

EXIST

EXH

EXP

EXT

EWC

EXC

EFS

EIFS

EXHAUST

EXISTING

EXTERIOR

VINYL WALL COVERINGVWC

WAINSCOTWSCT

WELDED WIRE FABRIC

YD

WT

WWF

YARD

WEIGHT

WIDTH, WIDE, WEST

WATERPROOFING

WATER REPELLENT

WALL HUNG, WATER HEATER

WOODWD

WH

WM

WP

WI

WDW

WR

WS

WIRE MESH

WINDOW

WROUGHT IRON

WEATHERSTRIP

W/ W/O

W

W/W

WC

WITHOUT

WITH

WALL TO WALL

WATER CLOSET

SYMMETRY(ICAL)SYM

TOP OF WALLTOW

TOILET PAPER DISPENSER

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

VENEER PLASTER

UNDERWRITERS LABORATORY

UNFINISHEDUNF

UNO

VB

VCT

VNR

VPL

VERT

VAPOR BARRIER

VENEER

VERTICAL

TPD

TV

TYP

U

UL

UG

TYPICAL

TELEVISION

URINAL

UNDERGROUND

THICKNESS, TEE

TONGUE AND GROOVE

TOP OF MASONRY

TOP OF CONCRETE

TOP OF PARAPET

TEMPERATURE, TEMPORARYTEMP

TERR

THK

TO

TOIL

TOM

TOC

TOS

TOP

TERRAZZO

THICK(NESS)

TOP OF

TOILET

TOP OF STEEL

T

T&G

TB

TD

TEL

TACKBOARD

TRENCH DRAIN

TELEPHONE

SHEET METALSM

SPECIFICATIONS

SEAMLESS VINYL

STAINLESS STEEL

SOUND TRANSMISSION COEFFICIENTSTC

STRUC

SV

SW

STD

STOR

SUSP

SWR

SWITCH

STANDARD

STORAGE

SUSPENDED

STRUCTURAL

SEWER

SQ

SS

SPECS

SP

SPKR

SPL

ST

SST

SQUARE

SPECIAL

SPEAKER

SERVICE SINK

SOUNDPROOF

STEEL, STREET

RAINWATER LEADER

SURFACE MOUNTED

SCHEDULESCHED

SF

SHWR

SHEET

SD

SDG

SECT

SIM

SHOWER

SHEET

SECTION

SIDING

SQUARE FEET

STORM DRAIN

SIMILAR

RWL

S (S)

REQ'D

SC

REQUIRED

SEALED, SOUTH

SOLID CORE

BRG BEARING

CPT CARPET

DS DOWNSPOUT

ELEVATION, ELEVATOR

DRYWALL CHANNELS (HAT)

EPOXY PAINT

EMERGENCY

EQUIPMENT

EXPOSED STRUCTURE

EACH FACE

EXPANSION JOINT

ELECTRIC(AL)ELEC

EQUIP

EP

EQ

EMER

ES

ELEV

EST

EQUAL

ESTIMATE

DWG

DWC

DTL

EA

EF

E

EJ

DRAWING

DETAIL

EACH

EAST

DEMOLISH, DEMOLITION

DRINKING FOUNTAIN

DISPENSER

DIMENSION

DAMPPROOFING

COUNTERSINK

COLD WATER

CUBIC FOOT (FEET)

CERAMIC TILE

DIA

DF

DIAMETER

DN

DIAG

DIM

DISP

DO

DP

DR

DIAGONAL

DOWN

DITTO

DOOR

CT

CU FT

CW

CU

CSK

D

DEMO

CUBIC

DEPTH

CG CORNER GUARD

CORRIDOR,CORRUGATED

CONTINUOUS OR CONTINUE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

COMMENTS

CONSTRUCTION

CONNECTION

CONCRETE

CLEAN OUT

COMBINATION

CAST IRON

CONTROL JOINT

CLEAR(ANCE)

CAST IN PLACE

CO

CORR

CONST

CONT

CONN

COMB

CONC

COL COLUMN

CMTS

CMU

CI

CJ

CLG

CLR

CIP

CMP

CEILING

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED,

CHALK BOARD,CATCH BASIN

OWNER INSTALLED

COMPOSITE METAL

CENTER TO CENTER

WALL PANEL

BASEMENT

BUILT UP ROOFING

C/C

CFOI

CAB

CEM

CFCI

CB

CABINET

CEMENT

CMWP

C

BRK

BSMT

BUR

CHANNEL

BRICK

AC ACOUSTICAL CEILING

BLOCK(ING)

BENCH MARK

BOTTOM OF

ALUMINUM

AGGREGATE

ALTERNATE

BELOW FINISH FLOOR

ANCHOR, ANCHORAGE

ABOVE FINISH FLOOR

BLDG

BLK(G)

BM

BO

BOT

BFF

BD

BUILDING

BOTTOM

BOARD

AGG

ALT

ALUM

ANOD

ANCH

ADJ

AFF

ANODIZED

ADJACENT

AGGREGATE BASE COURSE

AIR CONDITIONING

ANCHOR BOLT

A/C

ABC

AB

AT

NOM NOMINAL

PO POWER OPERATED

RECESSED(R)

REFLECTED CEILING PLAN

RADIUS, RISER ROUND

REVISION(S), REVISED

RIGID FIBERGLASS

REINFORCED CONCRETE PIPE,

ROUGH OPENING

RELOCATIONRELO

RES

REV

RF

RH

RM

RFG

REPL

RO

RESILIENT

RIGHT HAND

ROOFING

ROOM

REPLACE

RA

RB

RCP

R

RD

RE(F)

RETURN AIR

ROOF DRAIN

REFERENCE

RESILIENT BASE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAPER TOWEL DISPENSER

PAPER TOWEL RECEPTOR

POLYVINYL CHLORIDE

PLYWOOD

PAVEMENT

PWD

PVMT

QT

QTR

QTY

QUARTER

QUANTITY

QUARRY TILE

PR

PSF

PSI

PT

PTD

PTR

PVC

PAIR

POINT

PAINT(ED)P

POUNDS PER CUBIC FOOT

PARTICLE BOARD

PRECAST CONCRETE

POUNDS PER LINEAL FOOT

PERPENDICULAR

PREFABRICATED

PLASTIC LAMINATE

PLASTER, PLATE, PROPERTY LINE

PERP

PNL

PJ

PL

PLBG

PF

PLF

PLAM

PANEL

PANEL JOINT

PLUMBING

PART BD

PREFAB

PERIM

PAR

PC

PCC

PART

PCF

PERIMETER

PARALLEL

PARTITION

PIECE

PERFORATE(D)

OUTSIDE DIAMETER

OVERFLOW ROOF DRAIN

NOISE REDUCTION COEFFICIENTS

OVERHEAD, OPPOSITE HAND

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OFCI

ORD

OFF

OH

OPG

OPP

OFOI

OPENING

OPPOSITE

OFFICE

OA

OC

OD

NRC

NTS

NO

OVERALL

NUMBER

ON CENTER(S)

NOT TO SCALE

MECHANICALMECH

MANUFACTURER

MASONRY OPENING

NOT IN CONTRACT, (OFOI)

NOT APPLICABLE

METAL WALL PANEL (SYSTEM)

MODULARMOD

N

NA

NIC

MWP

MTD

MOV

NORTH

MOUNTED

MOVABLE

MFR

MH

MIN

MO

MISC

MET

MEZZ

MINIMUM

MANHOLE

MEZZANINE

METAL

MISCELLANEOUS

MAS

MAX

MED

MATL

MASONRY

MAXIMUM

MATERIAL

MEDIUM

ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL

AESS

GENERAL NOTES:

A. TO THE BEST OF OUR KNOWLEDGE AND INFORMATION AND IN ACCORDANCE WITH

ACCEPTED PROFESSIONAL STANDARDS, WE HAVE COMPLIED WITH APPLICABLE

PORTIONS OF THE AMERICAN WITH DISABILITIES ACT PERTAINING TO BUILDING

ACCESSIBILITY FOR THE PHYSICALLY HANDICAPPED.

B. ALL DIMENSIONS GIVEN TO FACE OF MASONRY/CONCRETE, AND GYPSUM BOARD

AND METAL STUD CONSTRUCTION. EXCEPTIONS AS INDICATED ON DRAWINGS.

C. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE LAID OUT BY DIMENSIONS

NOTED ON THE DRAWINGS.

D. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL EQUIPMENT PADS

REQUIRED BY EQUIPMENT MANUFACTURER. ACTUAL SIZE AND LOCATION TO BE

COORDINATED WHT APPROVED EQUIPMENT MANUFACTURER.

E. HVAC AND ELECTRICAL EQUIPMENT SHOWN ON ARCHITECTURAL DRAWINGS IS FOR

GENERAL REFERENCE ONLY. COORDINATE EQUIPMENT AND LOCATIONS WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

F. FIRE RATINGS SHALL BE MAINTAINED AT FIRE RATED PARTITIONS BY PROVIDING FIRE

SAFING MATERIAL AT GAPS AND VOIDS CREATED BY PENETRATIONS, STRUCTURAL

MEMBERS, AND INTERSECTIONS WITH ADJACENT SURFACES AS REQUIRED. REFER TO

FIRE PROTECTION LISTINGS FOR SPECIFIC ASSEMBLIES.

G. ALL DETAILS APPLY WHETHER OR NOT SPECIFICALLY REFERENCED.

H. ITEM LOCATED IN CEILING TILES ARE TO BE CENTERED AT THE MIDPOINT OF EACH

TILE, TYPICAL. WHERE TWO ITEMS OCCUR, LOCATE AT THIRD POINTS, THREE ITEMS

TO BE LOCATED AT QUARTER POINTS.

APPLICABLE CODES:

APPLICABLE CODES & CODE INFORMATION CAN BE FOUND ON THE REMAINING "G" SHEETS

AS LISTED IN THE SHEET INDEX.

1. FIRE SPRINKLERS

2. FIRE ALARM

3. MASS NOTIFICATION SYSTEM

THE FOLLOWING PORTIONS OF THE WORK REQUIRE SPECIAL INSPECTION TO BE PERFORMED

IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE.

· WELDING

· EARTHWORK (AT NEW FOOTING LOCATIONS)

· MASONRY

BID ALTERNATE #1:

REMOVAL AND REPLACEMENT OF AIR HANDLER UNIT 1 AND ASSOCIATED MECHANICAL

PIPING. THIS WORK INCLUDES THE REMOVAL AND REPLACEMENT OF THE CONCRETE

EQUIPMENT PAD ASSOCIATED WITH AHU-1.

ELEVATIONSECTION

2 4

METAL

[SMALL SCALE]

ROUGH WOOD

NON CONTINUOUS

WOOD

CONCRETE,

PLASTER

GWB

ACOUSTICAL

PANEL/TILE

PLYWOOD

GLASS

GYPSUM WALL BOARD

SHEET METAL

ROOFING / FLASHING

CONCRETE

METAL

[LARGE SCALE]

CONCRETE MASONRY

UNIT

POROUS FILL,

STONE,GRAVEL

EARTH

CERAMIC

TILE

ROUGH WOOD

CONTINUOUS

PLASTER, SAND

CEMENT & GROUT

INSULATION

BLANKET,BATTS

RIGID

INSULATION

BRICK MILLWORK

MATERIALS

INDEX TO DRAWINGSABBREVIATIONS SYMBOLS PROJECT DATA

No. Sheet Name

MECHANICAL

M0.1 MECHANICAL GENERAL INFORMATION

M1.1 MECHANICAL DEMO PLAN - DUCTWORK

M1.2 MECHANICAL DEMO PLAN - PIPING

M1.3 MECHANICAL ENLARGED DEMO EQUIPMENT ROOM PLAN

M2.1 MECHANICAL FLOOR PLAN - DUCTWORK

M2.2 MECHANICAL FLOOR PLAN - PIPING

M2.4 MECHANICAL ENLARGED EQUIPMENT ROOM PLAN

M2.5 MECHANICAL ENLARGED EQUIPMENT ROOM DETAILS

M2.6 MECHANICAL SECTIONS

M3.1 MECHANICAL SCHEDULES AND CALCULATIONS

M4.1 MECHANICAL DETAILS

M5.1 MECHANICAL CONTROLS

M5.2 MECHANICAL CONTROLS

FIRE PROTECTION

FP1.1 FIRE PROTECTION PLAN

PLUMBING

P0.1 PLUMBING GENERAL INFORMATION

P1.1 WASTE DEMOLITION FLOOR PLAN

P1.2 WATER DEMOLITION FLOOR PLAN

P2.1 WASTE FLOOR PLAN

P2.2 WATER FLOOR PLAN

P3.1 PLUMBING ROOF PLAN

P4.1 PLUMBING ISOMETRICS

P5.1 PLUMBING SCHEDULES

ELECTRICAL

E0.1 ELECTRICAL GENERAL INFORMATION

ED1.1 LIGHTING DEMOLITION FLOOR PLAN

ED1.2 ELECTRICAL DEMOLITION FLOOR PLAN

ED1.3 SPECIAL SYSTEMS DEMOLITION PLAN

E1.1 LIGHTING FLOOR PLAN

E1.2 ELECTRICAL FLOOR PLAN

E1.3 SPECIAL SYSTEMS FLOOR PLAN

E1.4 ELECTRICAL OVERALL PLAN

E2.1 ELECTRICAL ONE-LINE

E3.1 ELECTRICAL SCHEDULES

E3.2 ELECTRICAL SCHEDULES

E4.1 COMCHECKS

Grand total: 61

No. Sheet Name

GENERAL

CVR COVER

GENERAL

G1.1 INDEX, ABBREVIATIONS, SYMBOLS & PROJECT DATA

G1.2 CODE ANALYSIS, CODE REVIEW PLANS

ARCHITECTURAL

D2.1 DEMOLITION PLAN

D3.1 DEMOLITION RCP

A2.1 FLOOR PLAN - FIRST FLOOR

A2.3 ROOM FINISH SCHEDULE

A2.4 DOOR & FRAME SCHEDULE, TYPES

A3.1 REFLECTED CEILING PLAN - FIRST FLOOR

A3.2 CEILING DETAILS

A4.1 ROOF PLAN & MONITOR PLAN

A4.2 ROOF DETAILS (GEN)

A5.1 BUILDING ELEVATIONS

A5.2 BUILDING SECTIONS

A5.3 WALL SECTIONS

A5.4 WALL SECTIONS

A5.5 WALL SECTIONS

A7.1 INTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS

A7.3 MILLWORK DETAILS

A10.1 WALL TYPES

AS2.1 SIGNAGE - FLOOR PLAN & SCHEDULE

STRUCTURAL

S0.1 STANDARD STRUCTURAL NOTES

S1.1 FOUNDATION PLAN

S2.1 FOUNDATION DETAILS

S3.1 ROOF FRAMING PLAN

S4.1 FRAMING DETAILS

APPLICABLE CODES

DEFERRED SUBMITTALS

SPECIAL INSPECTIONS

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

IT

E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

w w

.b w sa rc hi te ct s.

co m

2/1 4/24

2/

/2

5:

:0

P

M

CONSTRUCTION DOCUMENTS

G1.1

INDEX, ABBREVIATIONS,

SYMBOLS & PROJECT

DATA

2/14/2024 2137.300

CP

D a vi s- M o n th a n A

F B

R E P

A

IR

C O

M M

A N

D P

O S T

B

LD

G

S

TR

U C

TU

R

A L

Tu rn er S tr uc tu ra l

N . A lv er no n

W ay

Tu cs on , A

Z

P ho ne : 5

.3

.3

M , P

E

ZO

N

A T ec hn ic al

E ng in ee rs

E . S pe ed w ay

B lv d.

Tu cs on , A

Z

P ho ne : 5

.2

.2

B ui ld in g

FBNV23-0009

BID ALTERNATIVES

Plumbing Fixtures (Table 2902.1) - RENOVATION AREA ONLY

BUSINESS

Lavatories Drinking

Fountains Male Female

1 per 40 for the first 80 and 1 per

80 for the remainder exceeding 80

1 per 100

Provided

Total Whole Number Required

Occupant Load : 50

/ 2 = TOTAL 25

Davis Monthan AFB Applicable Codes:

• Unified Facilities Criteria (UFC) – latest version

• 2021 International Building Code (IBC) as noted in UFC 1-200-01

• 2021 Life Safety Code NPFA 101 as noted in UFC 3-600-1

• 2021 International Existing Building Code (IEBC) as noted in UFC 1-200-01

• 2021 International Mechanical Code (IMC) as noted in UFC 1-200-01

• 2021 International Plumbing Code (IPC) as noted in the UFC 1-200-01

• 2021 Fire Code NFPA 1 as noted in UFC 1-200-01

• International Energy Conservation Code (IECC) as noted in UFC 1-200-01, version by UFC 1-200-02

• ASHRAE 90.1-2019 for projects started after April 7, 2023

• 2020 National Electric Code (NEC) NFPA 70 as noted in UFC 1-200-01

• 2015 Architectural Barriers Act (ABA) Standards

• 2017 Davis-Monthan AFB Design Compatibility Guidelines

• 2020 Davis-Monthan AFB Installation Facilities Standards (IFS)

• 2011 Davis-Monthan AFB Installation Development and Design (ID2)

Project Title:

Repair Command Post - Building 2300

Project Description:

Interior renovation to Office areas and restrooms. New exterior entry canopy and entry vestibule/ secure entry.

Occupancy Classification (Section 302):

Group B Business

Fire Protection: (Chapter 9)

Fully Sprinklered and Fire Alarm

Type of Construction (Tables 504.3, 504.4): Type IIB

Group B

Allowable Height 4 stories / 75 feet

Allowable Area 92,000 SF

Actual Building Height and Floor Area:

Height 29'-0"

Existing 1st Floor Area 34,665 sf

Existing 2nd Floor Area 22,297 sf

TOTAL AREA (NO CHANGE) 57,138 sf

Fire Resistance Rating (Table 601 & 602): Type IIB

Fire and Smoke Protection Features

Section 705 Exterior Walls - 705.8 Openings

BUILDING CODE REVIEW - 2021 IBC

BUILDING ELEMENT

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS AND PARTITIONS:

EXTERIOR

NONBEARING WALLS AND PARTITIONS: INTERIOR

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBER

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBER

0 HRS

2 HRS

0 HRS

10 ≤ X ≤ 30= 1 HRS

X ≥ 30= 0 HRS

0 HRS

0 HRS

0 HRS

TYPE ( IIB )

Exit and Occupant Loads (Table 1004.5): Refer to Code Plan

Business Offices 150 SF / Occupant

Assembly w/o Fixed Seats

Chairs Only 7 SF / Occupant

Accessory St./Mech./Eq. Rm. 300 SF / Occupant

Width of Exits (Table 1005): Fully Sprinklered

Doors and Hallways Occupant Load x .15” / Occupant

Stairways Occupant Load x .20” / Occupant

Distance to Exits (Table 1017.2): with Fire Sprinklers

Group B 300 FT

Number of Exits (Table 1006.3.2):

All rooms and spaces within each story shall be provided with and have access to the minimum number of approved independent exits required by section 1006 based on the occupant load.

Minimum 2 Exits or Exit Access Doorways required > 49 occupants in any A & B space

Minimum 2 Exits or Exit Access Doorways required when Common Path of Egress >75 feet in A space & >100 feet in B space

3 Exits required when occupant load exceeds 500

4 Exits required when occupant load exceeds 1,000

(0.625)

(0.625)

(0.50)

2*

2**1 1

TABLE 601 (FIRE RESISTANCE RATING REQUIREMENTS)

ROOF ASSEMBLY

EXTERIOR WALL ASSEMBLY

MASS WALLS

METAL FRAMED WALLS

OPAQUE DOORS (SWINGING)

OPAQUE DOORS (NONSWINGING)

FENESTRATIONS

FIXED

OPERABLE

ENTRANCE DOORS

SOLAR HEAT GAIN COEFFICIENT (SHGC)

2019 ASHRAE STANDARD 90.1 - Table 5.5-2

PIMA COUNTY, CLIMATE ZONE 2BCOUNTY & CLIMATE ZONE

ATTIC - U-0.027

R38

R-5.7ci

R-13 + R-3.8ci

U-0.370

U-0.310

[MAX U FACTOR]

0.45

0.60

0.77

[SHGC]

0.25

Water Closets

Male Female

1 per 25 for first 50 & 1 per 50 for remainder

(1.00)

(1.00)

*PER 2021 IBC Chapter 10 - ACCESSIBILITY

1110.5.1 Minimum number. Not fewer than two drinking fountains shall be provided. One drinking fountain shall comply with the requirements for people who use a wheelchair and one drinking fountain shall comply with the requirements for standing persons.

**HIGH-LOW drinking fountain provided in area of renovations

Plumbing Fixtures (Table 2902.1) - TOTAL 1ST FLOOR AREA

BUSINESS

Lavatories Drinking

Fountains Male Female

1 per 40 for the first 80 and 1 per

80 for the remainder exceeding 80

1 per 100

Provided

(2) Unisex

Total Whole Number Required

34,665sf / 150 = 232

Occupant Load : 232

/ 2 = TOTAL 116

(1.95)

(2)

(1.95)

(2)

(2.32)

(3)*

(4)(4) (5)

Water Closets

Male Female

1 per 25 for first 50 & 1 per 50 for remainder

(8) WC

(5) Urinals

(2) Unisex

(2.82)

(3)

(2.82)

(3)

(9)

3035 SF

COMMAND POST

1 occ. / 150 SF

EXIT

EX

IT

5" 34"

25 x0.2

EXIT

5" 34"

25 x0.2

EXIT

514 SF

CAT

1 occ. / 15 SF

46' - 10" 30' - 5"

84' - 2"

BASED ON IBC TABLE 721.2 - 8" CMU MEETS OR EXCEEDS

2HOUR RATED CONSTRUCTION.

PENETRATIONS MUST BE FILLED WITH UL RATED FIRESTOP

ASSEMBLIES MEETING 2 HOUR REQUIREMENT

POSTED 29 OCC

44' - 0"

GENERATOR

MECHANICAL

0" 0"

0 x0

EXIT

REQUIRED EXIT WIDTH

EXIT

Length

EXIT COMPONENT LOAD CAPACITY FACTOR

EXIT WIDTH PROVIDED

DESIGNATED BUILDING EXIT

SPACE/ROOM OCCUPANT LOAD

CUMULATIVE OCCUPANT LOAD

PATH OF TRAVEL DISTANCE & TIME

2HR FIRE RATED WALL

3HR FIRE RATED WALL

EXISTING FIRE RATED WALL

1HR FIRE RATED WALL

PATH AND DIRECTION OF TRAVEL

AREA NAME

Occupant Load Factor

Area SF No. of Occupants

AREA TAG

34665 SF

1ST FLOOR GROSS

AREA OF WORK

1. Wall Assembly — Min 6 in. (152 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 8 in. (203 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through Penetrant — One metallic pipe or tube to be installed eccentrically or concentrically within the firestop system. Pipe or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes and tubes may be used:

A. Steel Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.

B. Iron Pipe — Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tube — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube.

3. Pipe Covering* — Min 1 in. (25 mm) to max 1-1/2 in. (38 mm) thick hollow cylindrical heavy density (3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape.

Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the periphery of the opening shall be min 0 in. (point contact) to max 7/8 in. (22 mm). When pipe covering thickness is less than 1-1/2 in.

(38 mm), the T, FT and FTH Ratings are 0 Hr.

See Pipe Equipment Covering — Materials — (BRGU) Category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

4. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min 1/2 in. (13 mm) diam bead of fill material applied at insulated metallic pipe/wall interface on both surfaces of wall. L Ratings apply only when FS-One Sealant is used.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant, FS-ONE MAX Intumescent Sealant, CP 606 Sealant, CFS-S SIL GG or CP 601S Sealant

A

A

SECTION A-A

THROUGH-PENTRATION FIRESTOP SYSTEM BASED ON SYSTEM NO. W-J-5134.

ALTERNATE APPROVED UL SYSTEMS MAY BE UTILIZED.

1. Wall Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 12-1/2 in. (318 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be centered within the firestop system. The annular space between pipes, conduit or tubing and periphery of opening shall be min 1/2 in. (13 mm) to max 7/8 in. (22 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. (152 mm) diam (or smaller) steel conduit.

C. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.

D. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) or 1-1/4 in. (32 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall for 1 hr and 2 hr fire-rated walls, respectively.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 601s, CFS-S-SIL GG or FS-ONE Sealant or FS-ONE MAX Intumescent Sealant.

A

A

SECTION A-A

THROUGH-PENTRATION FIRESTOP SYSTEM BASED ON SYSTEM NO. W-J-1028.

ALTERNATE APPROVED UL SYSTEMS MAY BE UTILIZED.

3/32" = 1'-0"1

OCCUPANCY EGRESS & SAFETY PLAN

CODE REVIEW LEGEND

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

IT

E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

w

.b w sa rc hi te ct s.

co m

2/1 4/24

2/

/2

:2 2:

A

M

CONSTRUCTION DOCUMENTS

G1.2

CODE ANALYSIS, CODE

REVIEW PLANS

2/14/2024 2137.300

CP

D a vi s- M o n th a n A

F B

R E P

A

IR

C O

M M

A N

D P

O S T

B

LD

G

S

TR

U C

TU

R

A L

Tu rn er S tr uc tu ra l

N . A lv er no n

W ay

Tu cs on , A

Z

P ho ne : 5

.3

.3

M , P

E

ZO

N

A T ec hn ic al

E ng in ee rs

E . S pe ed w ay

B lv d.

Tu cs on , A

Z

P ho ne : 5

.2

.2

B ui ld in g

FBNV23-0009

Area Schedule (Occupancy Data) - RENOVATION AREA

Level Name Area Function Schedule [Key] Area

Area Per Occupant

(Key)

Net or Gross

(Key)

Number of Occupants

(Calc)

01-FIRST FLOOR

01-FIRST FLOOR CAT Assembly w/o Fixed Seats - Unconcentrated

(tables & chairs)

514 SF 15 SF Net 35

01-FIRST FLOOR COMMAND POST Business Area 3035 SF 150 SF Gross 21

01-FIRST FLOOR: 2 3549 SF 56

Grand total: 2 3549 SF 56

0' 8' 16' 32'

1" = 30'-0"2

01-GROSS AREA FLOOR PLAN - 1ST FLOOR 0' 15' 30' 60'

SCALE: 1 1/2" = 1'-0"4

UL System No. W-J-5134

SCALE: 1 1/2" = 1'-0"3

UL System No. W-J-1028

K

K

K

K

IC

P

A. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND

REMOVAL WITHIN THE LIMITS OF DEMOLITION U.N.O.

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES AND

SAFETY CONCERNS WITHIN AND ADJACENT TO CONSTRUCTION.

C. LIMITS OF DEMOLITION LINES ARE APPROXIMATE AND ARE TO BE

ESTABLISHED BY THE FLOOR PLANS. THE ARCHITECT SHALL BE

NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO

DEMOLITION.

D. EXISTING FINISHES, MILLWORK, ETC. TO REMAIN SHALL BE

PROTECTED DURING DEMOLITION. CONTRACTOR SHALL PATCH

ALL EXISTING FINISHES TO REMAIN AS REQUIRED BY NEW WORK.

A A

B B

C C

4" 6'

-0

4' -8

012004

TYP

017 018

TYP

TYP

TYP

3' -6

2'

-8

22'-0" 9'-0"±

11'-8"

3'-6" 8'-10"

5' -0

3'

-0

5' -0

9' -7

8'-6" 3'-2"

0"

013013

NOTE:

EXISTING COMMUNICATION INFRASTRUCTURE

THAT FEEDS THE REMAINDER OF THE FACILITY

IS TO REMAIN UNINTERRUPTED FOR THE

DURATION OF THE PROJECT.

8"

4"

1'-6" 4'-8"

BID ALTERNATE #1

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE REMOVED

EXISTING WINDOW TO REMAIN

EXISTING WINDOW TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

SD

2' x 2' LAY-CEILING TO BE REMOVED

GWB CEILING TO BE REMOVED

SMOKE DETECTOR TO BE REMOVED

AND SALVAGED FOR REINSTALLATION,

SEE ELECTRICAL

SPECIAL SYSTEMS SPEAKER TO BE

REMOVED AND SALVAGED FOR

REINSTALLATION, SEE ELECTRICAL

S

REFLECTED CEILING PLAN ITEMS

ENTRY

1104COMMUNICATIONS

1106A

STORAGE

1106B

H A

LL

W

A Y

HALLWAY

1108A

CLOSET

1108B

ALCOVE

1108C

OFFICE

GYM AREA

SERVER

1111A

LOCKERS

1111B

KITCHENETTE

H A

LL

W

A Y

TOILET

TOILET

OFFICE

HALL

CLOSET

1117B

ELEC

1117A

CAT AV/IT

CRISIS

ACTION

TEAM

STAIRS

EA CONSOLE

EXERCISE

STAIRS

1121A

GENERATOR

MECHANICAL

TELECOM

OFFICE

1116A

GUARD

STATION

DEMOLITION PLAN GENERAL NOTES

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

IT

E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

w

.b w sa rc hi te ct s.

co m

2/1 4/24

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CONSTRUCTION DOCUMENTS

D2.1

DEMOLITION PLAN

2/14/2024 2137.300

CP

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FBNV23-0009

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

FIRST FLOOR PLAN

KEYNOTES

001 EXISTING STEEL COLUMN TO REMAIN

002 EXISTING DOOR TO REMAIN

003 EXISTING INTERIOR PARTITION TO REMAIN

004 REMOVE PORTION OF WALL TO EXTENTS SHOWN

005 REMOVE EXISTING WINDOW FRAME AND GLAZING (BURIED

BEHIND GWB)

006 REMOVE PORTION OF CMU WALL FOR NEW DOOR INSTALLATION

007 REMOVE CMU WALL TO EXTENTS SHOWN

008 REMOVE UL HOOD SYSTEM

009 SAWCUT AND REMOVE CONCRETE SLAB FOR UNDERGROUND

UTILITY WORK, SEE PLUMBING FOR ADDITIONAL INFORMATION

010 REMOVE EXISTING DOOR AND FRAME. PREPARE WALL FOR

COMPLETE INFILL.

011 REMOVE EXISTING WOOD FRAME STAIRS AND ASSOCIATED

HANDRAILS

012 REMOVE EXISTING WALL AND EXISTING WINDOW

013 REMOVE EXISTING FLOORING IN THE ENTIRE SCOPE AREA

014 REMOVE RAISED WOOD FRAMED FLOOR IN IT'S ENTIRETY

015 COORDINATE WITH OWNER FOR REMOVAL AND STORAGE OF

EXISTING CONSOLE UNITS

016 NO WORK IN THIS ROOM/AREA

017 REMOVE AND SALVAGE FOR REINSTALLATION, EXISTING ACCESS

CONTROL KEYPAD

018 REMOVE AND SALVAGE FOR REINSTALLATION, EXISTING

SECURITY INTERCOM

019 REMOVE AND SALVAGE FOR REINSTALLATION, EXISTING

SECURITY PHONE COMMUNICATION SYSTEM

020 SAWCUT AND REMOVE CONCRETE SLAB FOR IN SLAB

ELECTRICAL WORK, SEE ELECTRICAL FOR ADDITIONAL

INFORMATION

021 BID ALTERNATE #1 - SAWCUT AND REMOVE CONCRETE SLAB

FOR LARGER AHU EQUIPMENT PAD

DEMOLITION LEGEND

0' 4' 8' 16'

S

S

S

S

S

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

A A

B B

C C

E.T.S.

E.T.S.

E.T.S.

E.T.S.

A. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND

REMOVAL WITHIN THE LIMITS OF DEMOLITION U.N.O.

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES AND

SAFETY CONCERNS WITHIN AND ADJACENT TO CONSTRUCTION.

C. LIMITS OF DEMOLITION LINES ARE APPROXIMATE AND ARE TO BE

ESTABLISHED BY THE FLOOR PLANS. THE ARCHITECT SHALL BE

NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO

DEMOLITION.

D. EXISTING FINISHES, MILLWORK, ETC. TO REMAIN SHALL BE

PROTECTED DURING DEMOLITION. CONTRACTOR SHALL PATCH

ALL EXISTING FINISHES TO REMAIN AS REQUIRED BY NEW WORK.

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE REMOVED

EXISTING WINDOW TO REMAIN

EXISTING WINDOW TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

SD

2' x 2' LAY-CEILING TO BE REMOVED

GWB CEILING TO BE REMOVED

SMOKE DETECTOR TO BE REMOVED

AND SALVAGED FOR REINSTALLATION,

SEE ELECTRICAL

SPECIAL SYSTEMS SPEAKER TO BE

REMOVED AND SALVAGED FOR

REINSTALLATION, SEE ELECTRICAL

S

REFLECTED CEILING PLAN ITEMS

ENTRY

COMMUNICATIONS

1106A

STORAGE

1106B

HALLWAY

HALLWAY

1108A

CLOSET

1108B

ALCOVE

1108C

OFFICE

GYM AREA

SERVER

1111A

LOCKERS

1111B

KITCHENETTE

HALLWAY

TOILET

TOILET

OFFICE

HALL

CLOSET

1117B

ELEC

1117A

CAT AV/IT

CRISIS

ACTION

TEAM

STAIRS

EA CONSOLE

EXERCISE

STAIRS

1121A

GENERATOR

MECHANICAL

TELECOM

OFFICE

1116A

GUARD

STATION

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

IT

E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

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D3.1

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1/4" = 1'-0"1

01 - DEMOLITION CEILING PLAN - FIRST FLOOR 0' 4' 8' 16'

DEMOLITION PLAN GENERAL NOTES

KEYNOTES

016 NO WORK IN THIS ROOM/AREA

030 REMOVE EXISTING LAY-IN CEILING, LIGHTS AND AIR DEVICES IN THIS ROOM

031 REMOVE EXISTING GWB CEILING, LIGHTS AND AIR DEVICES IN THIS ROOM

032 REMOVE EXISTING LIGHT FIXTURES IN THIS ROOM

033 SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DEMOLITION SCOPE IN THIS

ROOM/AREA

034 REMOVE AND SALVAGE FOR REINSTALLATION, EMERGENCY ACTION LIGHT

035 REMOVE AND SALVAGE FOR REINSTALLATION, SECURITY CAMERA

036 REMOVE EXISTING PROTECTED DISTRIBUTION SYSTEM(PDS) IN IT’S ENTIRETY

INCLUDING IN HALLWAY AND OFFICES TO THE SOUTH OF THE COMMAND POST,

PATCH WALL AND PAINT WALL IN UNRENOVATED AREAS SOUTH OF THE

COMMAND POST

037 REMOVE EXISTING CEMENT PLASTER SOFFIT AND ASSOCIATED METAL FRAMING

DEMOLITION LEGEND

IC

K K

K

K

P S

IC

P

A. DIMENSIONS ARE TO COLUMN CENTERLINE OR FACE OF WALL,

U.N.O.

B. REFER TO SHEET A2.3 FOR ROOM FINISHES.

C. REFER TO SHEET A2.4 FOR DOOR SCHEDULE TYPES.

D. REFER TO SHEET A2.4 FOR WINDOW TYPES.

E. REFER TO SHEET A10.1 FOR WALL TYPES.

A A

A5.2

A5.2

A5.2

A5.2

A5.2

A5.2

B B

C C

A5.2

A5.2

COMMUNICATIONS

ROOM

MECHANICAL

ROOM

GENERATOR

CRISIS

ACTION

TEAM - CAT

CONSOLE

ELEC

CAT IT

TRAINING

WELLNESS

ROOM

STORAGE

1106B COMMUNICATIONS

1106A

GYM EQUIP

OFFICE

OFFICE

LOUNGE

VESTIBULE

RESTROOM

RESTROOM

HALL

1105A

JAN

1113B

HALL

1105B

KITCHENETTE

A

A3 A7.2

4A

4B

4C

4D

A7.2

6A

6B

6C

6D

A7.2

5C

A7.2

A7.21B

A

1106A

1126A

1125A

A

B

1119A

1104B

1113A

1109A

1111A

1112A

1108A

1110A

1113B

IN

-F

IL

L

8" 6'

-8

8"

5' -4

8'-8"

1' -4

8"

8' -8

1'

-4

0"

4"

9' -0

8"

1/

4" 5'

-0

4"

6'-0"

B1

A

A

B1

C2

A2

12'-2 3/4" 5'-4 7/8"

A7.1

2A

2B

2C

2D

A7.1

1A

1B

1C

1D

B1

C

A2

A

C 2C1

FE

C

3' -4

2'

-0

4' -0

1'

-4

A

A7.2

4'-1" 1'-6"

1A

1121A

B

6' -0

3/ 8"

B1

A1

A

A

A1 B1

A

3/

4" 3'

-8

8"

8'-2"

GIANT

VOICE

BINDERS & PAPER STORAGE

SIPR

RACK

NIPR

RACK

A5.5

5'-3 3/4" 3'-9 3/4" 4'-7 7/8" 7'-7 1/2"

BENCH

5'-0"

4'-1"

FEC

LIGHT MONITOR ABOVE

TV

TV

TV

TV

TV

TV

B

B1

B1

B

A

A1

A

212212

B

A5.1

213 215214

A3

A3

A

A

A

A2

212212

EQ-5

EQ

-5

EQ-6

EQ

-6

EQ-7

EQ-8

EQ-8

EQ

-9

EQ-9 EQ-9

EQ-4

EQ-3

EQ-1

EQ-2

CG

CG

CG

CG

CG

CG

A7.1 B

TV

TV

TV

TV

TV

5' -1

1/

2"

8'-7 5/8" 5'-8 5/8" 8'-5 5/8"

A

A

1124A

A3

5A

5B5D

SHOWER

1113A

B1

B

A3

A3

B

A

1104A

1'-6" 4'-8"

4"

8"

TYP

CG

CG

59"

B

BID ALTERNATE #1

V .I.

F.

9' -7

RENOVATION AREA

FLOOR PLAN GENERAL NOTES

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

FIRST FLOOR PLAN 0' 4' 8' 16'

KEYNOTES

001 EXISTING STEEL COLUMN TO REMAIN

002 EXISTING DOOR TO REMAIN

201 PROTECTED LOBBY ENCLOSURE WITH PROTECTED TRANSACTION

GLAZING AND ONE WAY FILM

202 PERSONAL ITEMS LOCKER/STORAGE

203 GUARD STATION MILLWORK WORKSTATION

204 WELLNESS ROOM MILLWORK SOLID SURFACE COUNTERTOP

205 O.F.O.I. EXERCISE EQUIPMENT

206 O.F.O.I. FURNITURE

207 DOUBLE TIER POWDER-COATED STEEL LOCKERS, 18" W X 24" D

208 JANITOR SINK WITH 4' X 4' FRP WALL PROTECTION EACH WALL

209 DROP IN SHOWER PAN AND SURROUND WALLS WITH SHOWER

CONTROLS, GRAB BARS AND CURTAIN ROD, SEE PLUMBING

DRAWINGS

210 PARTIAL HEIGHT/PONY WALL - WITH SOLID SURFACE CAP

211 INFILL WALL AT DOOR AND FRAME REMOVAL

212 WALL FURRING ON EXISTING CMU WALL, SEE WALL TYPES

213 PROVIDE STAINLESS STEEL COVER PLATE AT REMOVED KEYPAD

BACKBOX

214 PROVIDE STAINLESS STEEL COVER PLATE AT REMOVED CAMERA

BACKBOX

215 PROVIDE STAINLESS STEEL COVER PLATE AT REMOVED

INTERCOM/PHONE BACKBOX

216 SOLID SURFACE COUNTERTOP, SEE MATERIALS LEGEND ON A2.3

217 BACKFILL 4" SLAB ON 2" SAND ON VAPOR BARRIER OVER 4" MIN.

AGGREGATE BASE COURSE

218 SOLID SURFACE WORKSURFACE, SEE MATERIALS LEGEND ON A2.3

219 BID ALTERNATE #1 - CONCRETE EQUIPMENT PAD, 10" SLAB ON 2"

SAND ON VAPOR BARRIER OVER 4" MIN. AGGREGATE BASE COURSE,

SEE STRUCTURAL

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

IT

E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

w

.b w sa rc hi te ct s.

co m

2/1 4/24

2/

/2

5:

:3

P

M

CONSTRUCTION DOCUMENTS

A2.1

FLOOR PLAN - FIRST

FLOOR

2/14/2024 2137.300

CP

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FBNV23-0009

KEY PLAN

EQUIPMENT SCHEDULE

TAG NAME/DESCRIPTION

FURNISH INSTALL

NOTESGC OWNER GC OWNER

EQ-1 RESIDENTIAL HOOD ● ●

EQ-2 OVEN/STOVETOP ● ●

EQ-3 MICROWAVE ▲ ▲

EQ-4 REFRIGERATOR ▲ ▲

EQ-5 NIPR PRINTER ▲ ▲

EQ-6 SIPR PRINTER ▲ ▲

EQ-7 NIPR SHREDDER ▲ ▲

EQ-8 SIPR SHREDDER ▲ ▲

EQ-9 SAFE ▲ ▲

A. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS

AND EXTENT OF SOFFITS.

B. SEE PLANS AND INTERIOR ELEVATIONS FOR LOCATIONS AND

EXTENT OF VARIOUS FINISH MATERIALS.

C. FOR TILE WALLS PROVIDE COVE BASE AND BULLNOSE TRIM.

D. PROVIDE A 6" BASE AT ALL RESTROOM WALLS.

MATERIAL MANUFACTURER SIZE / COLOR / NAME APPLICATION / LOCATION

ACOUSTIC CEILING PANELS

ACP-1 ARMSTRONG CORTEGA, 2'X2' WHITE, BEVELED TEGULAR, 15/16" PRELUDE XL GRID OFFICE, HALLWAY CEILINGS

ACP-2 ARMSTRONG KITCHEN ZONE, 2'X2' , 15/16" PRELUDE XL GRID KITCHEN

CARPET

CPT-1 MILLIKEN COMFORTABLE CONCRETE, URBAN PORTRAIT, STEELE SKYE URP19-52 OFFICE FLOORS

CERAMIC/PORCELAIN TILE

CT-1 DALTILE 12" x 24", PORTFOLIO, PF08 CHOCOLATE (GT-3) RESTROOM FLOORS

CT-2 DALTILE 12" x 24", HAUT MONDE, LEISURE BEIGE, HM04, LIGHT POLISHED (GT-2) RESTROOM @ 5'-0" WAINSCOT (FIELD)

GLAZING

GL-1* T.B.D. 1" GLAZING UNIT* EXTERIOR

GL-2 T.B.D. 1/4" GLAZING INTERIOR

GL-3 T.B.D. BALLISTIC GLAZING AT TRANSACTION WINDOW INTERIOR (WITH ONE-WAY VISION FUNCTION)

*ALL EXTERIOR GLAZING COMPLIANT WITH UFC DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS 4-010-01 SECTION 3-11.1: NO LESS THAN 1/4 IN. (6 MM) NOMINAL

POLYCARBONATE OR LAMINATED GLASS. THE 1/4 IN. (6 MM) LAMINATED GLASS CONSISTS OF TWO NOMINAL 1/8 IN. (3 MM) GLASS PANES BONDED TOGETHER WITH A MINIMUM OF A 0.030 IN.

(0.75 MM) INTERLAYER OF A MATERIAL THAT HAS TYPICALLY BEEN USED IN BLAST RESISTANT WINDOW APPLICATIONS. FOR INSULATED GLASS UNITS (IGU), USE THE POLYCARBONATE OR

LAMINATED GLASS FOR THE INNERMOST PANE AS A MINIMUM.

FOR POLYCARBONATE, PROVIDE A GLAZING FRAME BITE OF NO LESS THAN 1.5 TIMES THE POLYCARBONATE THICKNESS. FOR LAMINATED GLASS, THE LAMINATED PANE SHALL BE ADHERED TO ITS

SUPPORTING FRAME USING STRUCTURAL SILICONE SEALANT OR ADHESIVE GLAZING TAPE. THE STRUCTURAL SILICONE SEALANT BITE SHALL BE EQUAL TO THE LARGER OF 3/8-IN. (10-MM) OR THE

THICKNESS OF THE LAMINATED GLASS TO WHICH IT ADHERES. THE MINIMUM THICKNESS OF THE STRUCTURAL SILICONE BEAD SHALL BE 3/16-IN. (5-MM). THE GLAZING TAPE BITE SHALL BE EQUAL

TO TWO TIMES THE THICKNESS OF THE LAMINATED GLASS TO WHICH IT ADHERES. THE STRUCTURAL SILICONE BEAD OR GLAZING TAPE SHALL BE APPLIED TO BOTH SIDES OF SINGLE PANE

LAMINATED GLASS BUT NEED ONLY BE APPLIED TO THE INBOARD (PROTECTED) SIDE OF AN IGU.

METAL PANEL

MP-1 MBCI FW-120-0 - ALMOND EXTERIOR WALL PANEL & SOFFIT

CONCRETE MASONRY UNIT

CMU-1 T.B.D. 8X8X16 SPLIT FACE FLUTTED, RUNNING BOND, INTEGRAL COLOR TO MATCH EXISTING

CMU-2 T.B.D. 8X8X16 SMOOTH FACE, RUNNING BOND, INTEGRAL COLOR TO MATCH EXISTING

CMU-3 T.B.D. 4X8X16 SPLIT FACE, RUNNING BOND, INTEGRAL COLOR TO MATCH EXISTING

CMU-4 T.B.D. 8X8X16 SMOOTH FACE, RUNNING BOND, NORMAL GRAY

PAINT

PT-1 SHERWIN WILLIAMS AESTHETIC WHITE SW 7035 FIELD COLOR, TYP.

PT-2 SHERWIN WILLIAMS ALABASTER SW 7008 CEILING COLOR & RESTROOM FIELD

PT-3 SHERWIN WILLIAMS TIN LIZZIE SW 9163 DOOR FRAME/ WINDOW TRIM PAINT COLOR

RESILIENT BASE

RB-1 ROPPE 4" MIN., CHARCOAL WG

RESILIENT TILE

RST-1 PATCRAFT ADMIX I347V / 36" x 36" / SHARKS TOOTH 00570-V1 GYM EQUIP ROOM

PLASTIC LAMINATE

PL-1 WILSONART SLATE GREY D91-60 MATTE FINISH CASEWORK .

SOLID SURFACE

SS-1 WILSONART WHITE STONE 9208CS WORKSURFACES & COUNTERTOPS

SCHLUTER TRIM

SCH-1 SCHLUTER SATIN ANODIZED ALUMINUM FLOORING TRANSITIONS

WOOD VENEER

WD-1 T.B.D. TO MATCH EXISTING WOOD DOORS WOOD DOORS

FIBERGLASS REINFORCED PANELS

FRP-1 GLASBORD OR EQUIV 85 WHITE / TEXTURED WATER HEATER, MOP SINK

GROUT

GT-1 MAPEI 39 IVORY WALL TILE @ RESTROOM & SHOWER WALLS

GT-2 MAPEI 11 SAHARA BIEGE FLOOR TILE @ RESTROOM & SHOWER FLOORS

CERAMIC/PORCELAIN TILE BASE

CTB-1 DALTILE 6" x 12", HAUT MONDE, LEISURE BEIGE, HM04, LIGHT POLISHED (GT-2) AT ALL CT FLOORS IN RESTROOMS, SHOWER ROOM

CTB-2 DALTILE 6" x 1", HAUT MONDE, LEISURE BEIGE, HM04, LIGHT POLISHED (GT-2) COVE BASE OUTCORNER WHERE CTB-1 OCCURS

LUXURY VINYL TILE

LVT-1 SHAW CONTRACT COMPOUND + CAST, 24 x 24 5.0Mm, COMPOUND BASE 77504 CORRIDORS

WITH 30%-40% MIX OF CAST ALLURE 98530. INSTALL QUARTER TURN.

WALK OFF CARPET

WOC-1 MILLIKEN OBEX™ TILE - CUTX / FIZZ, FZX5-27 GREY ENTRY/VESTIBULE

STANDING SEAM METAL PANEL

SSMP-1 MBCI CRAFTSMAN SMALL BATTEN - ALMOND STANDING SEAM ROOF PANEL

COMMUNICATIONS

ROOM

MECHANICAL

ROOM

GENERATOR

CRISIS

ACTION

TEAM - CAT

CONSOLE

ELEC

CAT IT

TRAINING

WELLNESS

ROOM

STORAGE

1106B

COMMUNICATIONS

1106A

GYM EQUIP

OFFICE

OFFICE

LOUNGE

VESTIBULE

RESTROOM

RESTROOM

HALL

1105A

JAN

1113B

HALL

1105B

KITCHENETTE

CPT-1

CPT-1

SC

CPT

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

LVT-1

SC

LVT-1

LVT-1

WOC

SC

LVT-1

RST-1

CT

CT

SHOWER

1113A

CT

ROOM SCHEDULE

# ROOM NAME

FLOOR WALLS CEILING

COMMENTSFINISH BASE

NORTH EAST SOUTH WEST

SURFACE FINSURFACE FIN SURFACE FIN SURFACE FIN SURFACE FIN

1104 VESTIBULE WOC-1 RB CMU CMU CMU GWB GWB PT

1105A HALL LVT-1 RB GWB GWB GWB GWB GWB PT SEE RCP FOR LIGHT COVE

1105B HALL LVT-1 RB GWB GWB GWB GWB ACP-1 CT WALL TREATMENT AT DRINKING FOUNTAIN ALCOVE

1106A COMMUNICATIONS SC RB GWB CMU CMU GWB E.T.S.

1106B STORAGE SC RB GWB GWB CMU GWB E.T.S.

1107 LOUNGE CPT-1 RB GWB GWB GWB CMU ACP-1

1108 OFFICE CPT-1 RB GWB GWB GWB GWB ACP-1

1109 OFFICE CPT-1 RB GWB GWB GWB GWB ACP-1

1110 GYM EQUIP RST-1 RB GWB GWB GWB GWB ACP-1

1111 TRAINING CPT-1 RB GWB GWB GWB GWB ACP-1

1112 WELLNESS ROOM CPT-1 RB GWB GWB GWB GWB ACP-1

1113A SHOWER CT CTB GWB GWB GWB GWB GWB PT

1113B JAN SC RB GWB GWB GWB GWB ACP-2

1114 RESTROOM CT CTB GWB GWB GWB CT GWB CT GWB PT

1115 RESTROOM CT CTB GWB CT GWB GWB GWB CT GWB PT

1116 KITCHENETTE LVT-1 RB GWB - GWB GWB ACP-2

1117 ELEC SC RB GWB GWB GWB GWB ACP-1

1118 CAT IT LVT-1 RB GWB GWB GWB GWB ACP-1

1119 CRISIS ACTION TEAM - CAT CPT-1 RB GWB GWB GWB GWB ACP-1

1121 CONSOLE CPT-1 RB GWB GWB GWB GWB ACP-1 SEE RCP FOR LIGHT MONITOR LOCATION

1124 GENERATOR EXST. E.T.S. EXISTING TO REMAIN

1125 MECHANICAL ROOM EXST. E.T.S. EXISTING TO REMAIN, SEAL TOP OF WALL TO METAL DECK

1126 COMMUNICATIONS ROOM EXST. E.T.S. EXISTING TO REMAIN, SEAL TOP OF WALL TO METAL DECK

ROOM FINISH GENERAL NOTES

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D a t e S ig n ed . . .

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ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

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REVISIONS

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CONSTRUCTION DOCUMENTS

A2.3

ROOM FINISH

SCHEDULE

2/14/2024 2137.300

CP

D a vi s- M o n th a n A

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FBNV23-0009

MATERIALS & FINISHES LEGEND

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

FINISH PLAN 0' 4' 8' 16'

AC ACCESS CONTROL

ADO AUTOMATIC DOOR OPERATOR

AL ALUMINUM

ANOD ANODIZED

CLR CLEAR

CR CARD READER

DE DOUBLE EGRESS

HM HOLLOW METAL

PD PANIC DEVICE

PR PAIR

P PAINT

PT PORCELAIN TILE

SCW SOLID-CORE WOOD

STC SOUND TRANSMISSION CLASS (DOOR)

STL STEEL

UE UN-EVEN

R

EF

S C

H

ED

U

LE

2"

2" REF SCHED

R

EF

S C

H

ED

U

LE

4"

2" REF SCHED

S

S - DENOTES SAFETY GLAZINGDENOTES GLAZING

S

A

R

EF

S C

H

ED

U

LE

REF SCHED

DASHED LINES DENOTE

POTENTIAL LOCATION OF

ADDITIONAL INTERIOR WALLS,

REF PLAN

5/8" GWB

STUD FRAMING, VARIES

CONTINUOUS SELANT, TYP

BOTH SIDES

JAMB ANCHOR

HOLLOW METAL FRAME

CORNER BEAD, TYP

3" M

IN

DOOR PANEL

DOOR FRAME BEYOND

DOOR, REF SCHEDULE FOR MATERIAL

WHERE MATERIALS DIFFER BETWEEN

ROOMS, TRANSITION AT CENTERLINE

OF DOOR PANEL AS SHOWN

JAMB ANCHOR @ JAMBS

SOLID GROUTED CMU CELLS

AS REQ BY STRUCTURAL

HOLLOW METAL FRAME

CONTINUOUS SEALANT, TYP

BETWEEN GWB AND CMU

5/8" GWB

CORNER BEAD

HOLLOW METAL DOOR PANEL

2" A

T

JA

M B

4" A

T H

EA

D

CONTINUOUS SELANT, TYP

BOTH SIDES OF SHIM

CONT. SEALANT & BACKER

ROD - TYP AT EXT. SIDE

INTERIOREXTERIOR

DOOR FRAME & STOP BEYOND

HM DOOR PANEL

METAL THRESHOLD

SET IN MASTIC

FLOOR FINISH, RUN TO

CENTERLINE OF DOOR PANEL, TYP

SLOPE EXTERIOR FLATWORK TO

DRAIN AWAY FROM BUILDING -

REF SITE PLAN

48"

186"

A B

SECURE TRANSACTION

DRAWER

BULLET RESISTANT GLAZING

W/ ONE WAY FILM

60" 2" 62" 2" 60"

144"

C

38" 2" 64" 2" 38"

EXT.

AT AT AT

A2.4

A2.4

A2.4

* INTRUSION DETECTION REQUIRED

* TRANSLUCENT FILM REQUIRED

A2.4

5/8" GWB AT INTERIOR SIDE -

RUN IN TO OPENING

EXTERIOR SHEATHING

METAL PANEL WALL SYSTEM

DRIP EDGE FLASHING

ANTI TERRORISM RATED FRAME ASSEMBLY

CONTINUOUS VAPOR BARRIER

LAMINATED, INSULATED GLAZING

CONT. SEALANT & BACKER

ROD - TYP AT EXT. SIDE

CONTINUOUS R-5 RIGID INSULATION

ANCHOR BOLT, SIZE AND QUANTITY

DETERMINED BY WINDOW ASSEMBLY SHOP

DRAWING ENGINEERING

STRUCTURAL SEALANT

CORNER BEAD, TYP.

INTERIOR ALUMINUM

WINDOW FRAME

STUD FRAMING, VARIES

SHIM AS REQ.

5/8" GWB, ALL SIDES OF OPENING

CONTINUOUS SEALANT, TYP

AT BOTH SIDES

SINGLE-PANE GLAZING

5/8" GYPSUM

WALL BOARD 20 GA. GALVANIZED

SHEET BACKING

WALL MOUNTED DOOR STOP

REFER TO HARDWARE SCHEDULE

3 5/8" METAL STUDS AT 16" O.C.

DOOR FRAME

STEEL ANCHOR STRAP

5/8" GWB AT INTERIOR SIDE -

RUN IN TO OPENING

EXTERIOR SHEATHING

METAL PANEL WALL SYSTEM

DRIP EDGE FLASHING

ANTI TERRORISM RATED FRAME ASSEMBLY

CONTINUOUS VAPOR BARRIER

LAMINATED, INSULATED GLAZING

CONT. SEALANT & BACKER

ROD - TYP AT EXT. SIDE

CONTINUOUS R-5 RIGID INSULATION

ANCHOR BOLT, SIZE AND QUANTITY

DETERMINED BY WINDOW ASSEMBLY SHOP

DRAWING ENGINEERING

STRUCTURAL SEALANT

5/8" GWB AT INTERIOR SIDE -

RUN IN TO OPENING

EXTERIOR SHEATHING

METAL PANEL WALL SYSTEM

EDGE TRIM FLASHING

ANTI TERRORISM RATED FRAME ASSEMBLY

CONTINUOUS VAPOR BARRIER LAMINATED, INSULATED GLAZING

CONT. SEALANT & BACKER

ROD - TYP AT EXT. SIDE

CONTINUOUS R-5 RIGID INSULATION STRUCTURAL SEALANT

BEARING AND JAMB STUDS

DOOR SCHEDULE

TAG

DOOR FRAME

FIRE

RATING FUNCTION

HARDWARE

SET ADO A

C

C E S S C

O N

T R

O L

P A

N

IC

D E V

IC

E

COMMENTS

PANEL

TYPE PR

OPENING SIZE

MATERIAL FINISH GLASS

FRAME

TYPE MATERIAL FINISH

DETAILS ON A2.4

WIDTH HEIGHT HEAD

JAMB

SILLLATCH HINGE

1104A A 3'-0" 7'-4" HM P 2 HM P 3 3 3 4 ENTRY 1.0 ● ● DOOR CONTACT

1104B A 3'-0" 7'-0" HM P 2 HM P 3 3 3 2 ENTRY 5.0 ● ● DOOR CONTACT, BALLISTICS DOOR

1105A A 3'-0" 7'-0" SCW CLR 1 HM P ETR ETR ETR 2 ENTRY 4.0 EXISTING TO REMAIN, WITH DOOR CONTACT

1106A A 3'-0" 7'-0" SCW CLR 1 HM P ETR ETR ETR 2 SECURE 7.0 EXISTING TO REMAIN, REPLACE HARDWARE

1106B A 3'-0" 7'-0" SCW CLR 1 HM P ETR ETR ETR 2 SECURE 7.0 EXISTING TO REMAIN, REPLACE HARDWARE

1107A A 3'-0" 7'-4" HM P 2 HM P ETR ETR ETR 4 ENTRY 2.0 ● ● EXISTING TO REMAIN, REPLACE HARDWARE, WITH DOOR CONTACT

1108A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 OFFICE 11.0

1109A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 OFFICE 11.0

1110A A 3'-0" 7'-0" SCW CLR 3 HM P 1 1 SIM 1 2 PASSAGE 10.0

1111A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 OFFICE 6.0

1112A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 OFFICE 6.0

1113A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 TOILET 12.0

1113B A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 STORAGE 8.0

1114 A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 TOILET 12.0

1115 A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 TOILET 12.0

1117 A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 UTILITY 8.0

1118 A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 SECURE 7.0

1119A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 6.0

1121A A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 6.0

1121B A 3'-0" 7'-0" SCW CLR 1 HM P 1 1 1 2 6.0

1124A A 3'-0" 7'-0" HM P 2 HM P 3 SIM 3 SIM 3 SIM 4 90 MIN UTILITY 9.0 NEW RATED DOOR AND FRAME

1124B A ● 6'-0" 7'-4" HM P 2 HM P ETR ETR ETR ETR UTILITY 3.0 ● ● EXISTING TO REMAIN, ALARMED WITH DOOR CONTACT

1125A A ● 6'-0" 7'-4" HM P 2 HM P ETR ETR ETR ETR UTILITY ETR EXISTING TO REMAIN

1126A A ● 6'-0" 7'-4" HM P 2 HM P ETR ETR ETR ETR UTILITY ETR EXISTING TO REMAIN

DOOR SCHEDULE ABBREVIATIONS

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

DOOR FRAME TYPES

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

DOOR PANEL TYPES

R

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R I Z O N A , U . S

A

D a t e S ig n ed . . .

CE

RT

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

A R C H

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E C T S

B U

R N

S W

A L D

-H O

P K

IN

S

S H

A M

B A

C H

A R

C H

IT

E C

T S

JOB NO:

DATE:

REVISIONS

DRAWN BY:

C O

N S U

LT

A

N T S

N or th C ou rt

A ve nu e

Tu cs on , A ri zo na

0.

5.

w

.b w sa rc hi te ct s.

co m

2/1 4/24

2/

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8:

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CONSTRUCTION DOCUMENTS

A2.4

DOOR & FRAME

SCHEDULE, TYPES

2/14/2024 2137.300

CP

D a vi s- M o n th a n A

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FBNV23-0009

SCALE: 3" = 1'-0"1

INT - HM DOOR JAMB

(HEAD SIM)

SCALE: 3" = 1'-0"2

INT - DOOR THESHOLD

FINISH TRANSITION

SCALE: 3" = 1'-0"3

EXT - HM DOOR HEAD AT

CMU WALL (JAMB SIM)

SCALE: 3" = 1'-0"4

EXT - HM DOOR

THRESHOLD

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

WINDOW TYPES

AT - ALL EXTERIOR GLAZING COMPLIANT WITH UFC DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS 4-010-01 SECTION 3-11.1:

NO LESS THAN 1/4 IN. (6 MM) NOMINAL POLYCARBONATE OR LAMINATED GLASS. THE 1/4 IN. (6 MM)

LAMINATED GLASS CONSISTS OF TWO NOMINAL 1/8 IN. (3 MM) GLASS PANES BONDED TOGETHER WITH A

MINIMUM OF A 0.030 IN.