Attch 2 Final Submittal Drawings Amended 04 Mar 2022.pdf

PDF 8 MB Posted Mar 8, 2022

Attached to: Alter Interior & Exterior, 492 SOW, Bldg 90322 - FY22
Solicitation number: FA441722R0001
Issued by: Department of the Air Force Special Operations Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for interior and exterior alterations to Building 90322 at Hurlburt Field. The scope of work includes modifying an existing dormitory area on the first floor west wing to accommodate a new office space. Work will include removing existing dormitory partitions and accessories to install new office-type spaces, as well as new interior partitions, lighting, HVAC, and electrical work. The project also requires designing and constructing an antenna support tower. The Department of the Air Force Special Operations Command is the contracting agency.

View the file

Other files

File	Type	Posted
FA441722R0001 - Q-As 1-79 CE-CONS Responses.pdf	PDF	Apr 5, 2022
22R0001-Site Visit MFR-Sign In Sheet - Sample Tower Pics (Bldg 90801).pdf	PDF	Mar 28, 2022
Attch 4 PPQ dated 06 Jan 2022.docx	DOCX document	Mar 8, 2022
Solicitation - FA441722R0001.pdf	PDF	Mar 8, 2022
Attch 1 Final Submittal Specs Rev 1 dated 04 Mar 2022.pdf	PDF	Mar 8, 2022
Attch 5 Financial Worksheet dated 06 Jan 2022.docx	DOCX document	Mar 8, 2022
Attch 6 50 Division Construction Cost Estimate Worksheet FY22.xls	XLS spreadsheet	Mar 8, 2022
Attch 3 WD FL20220217dated 25 Feb 2022.pdf	PDF	Mar 8, 2022

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Tully Street

M A

Y S

T R

E E

Downs Road

W alkup W ay

M artin

L uther K ing

Downs Road

Kanuha Driv e

Blessi nger D r iv e

Bartley Street

Mitchell Road

Independence Road

T er ry A v en u e

McC lea n Street

Harts on Stre et

Tully Street

M a in te na nc e H a u l R o a

Howie Walters W ay

Lielmanis Avenue

K e rw o o d

R oa d

C od y Ave nu e

Lukasik Avenue

Tully Street

R ed

H or se R oa d

H am by Place

Westfal l C ircl e

Bedel Street

T u lly S tr e e t

T ully Street

Benn ett A ve nue

C ru z A ve n u e

Red Horse Road

C ru z A ve n u e

Frazier Street

B e n n e tt

A v e n u e

Bedel Street

Independence Road

W alkup W ay

McMillan Street

US98

W e av er

A v e nu e

Schmauss Lane

Clark Road

Gelshlager Street C o d y A v enu e

Independence Road

O 'N e il

A ve n u e

US98

Harrison Drive

Acha Drive

Walters Drive

Hodges Street

Galvan Street

Bland Street

Grimm Lane unk unk

Tully Street

Red H orse

Road

Bakke Street

M a yo S tre et

Bakke Street

Tupelo Circle

Red Horse Road

S im p son A venu e

Tully Street

F ox x A ve n ue

Le to ur n e a u

C irc le

L e to u rn e a u

C irc le

NORTH

BASE MAP

MARTIN LUTHER KING JR. BLVD

INTERSECTION ENTRANCE

COMMERCIAL VEHICLE INSPECTION

ENTRANCE PASS & ID OFFICE

HURLBURT EAST GATE, NO

COMMERCIAL ENTRANCE

FIRE DEPARTMENT BLDG 90734

CONTRACTOR HAUL ROUTE

HURLBURT FIELD, FLORIDA

CP1028223

NORTH

PROJECT SITE

NORTH

PLAN

BLDG. 90322

ALTER INTERIOR & EXTERIOR BUILDING 90322

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

RLT

05/26/20

L O

M M

SHEET REFERENCE:

D A

T E

SHEET NUMBER:

D E

S C

N R

E V

F O

R C

L O

O N

S C

O M

M A

N D

R A

N S

N G

Q U

A D

R O

H U

U R

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

G-001

5/26/20

H E

E T

CBM

PDR

CP1028223

A L

T E

R I

N T

E R

X T

E R

L D

1070200712C Typewritten Text

1070200712C Typewritten Text 3/4/2022

1070200712C Typewritten Text Amended

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

PLAN

NORTH

A101

SIM

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

AR94997

DERETSI

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A R C H

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FOETAT

FL O R ID

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ACREBO

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05/26/20

L O

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SHEET REFERENCE:

D A

T E

SHEET NUMBER:

D E

S C

N R

E V

F O

R C

L O

O N

S C

O M

M A

N D

R A

N S

N G

Q U

A D

R O

H U

U R

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

G-002

5/26/20

S H

E E

D E

CBM

PDR

CP1028223

A L

T E

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N T

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X T

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L D

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 SHEET INDEX

G-003 ASBESTOS ABATEMENT PLAN

STRUCTURAL

S-001 STRUCTURAL INFORMATION

ARCHITECTURAL

A-001 LIFE SAFETY PLAN

A-002 WALL TYPES

A-003 TOWER PLACEMENT

A-101 1ST FLOOR DEMO PLAN

A-110 1ST FLOOR PLAN

A-150 1ST FLOOR CEILING DEMOLITION PLAN

A-151 CEILING PLAN

A-310 WALL SECTIONS

A-401 ENLARGED PLANS

A-450 CASEWORK ELEVATIONS AND SECTIONS

A-501 PLAN DETAILS

A-601 DOOR SCHEDULE, ELEVATIONS, AND DETAILS

A-602 DOOR DETAILS

INTERIOR

I-101 FINISH, SIGNAGE AND CORNER GUARD PLAN

I-102 FURNITURE PLAN

I-120 FINISH PLAN, SCHEDULE AND DETAILS

FIRE PROTECTION

FP-101 1ST FLOOR DEMOLITION WORK - FIRE PROTECTION

FP-201 1ST FLOOR NEW WORK - FIRE PROTECTION

FIRE ALARM

FA-101 FIRST FLOOR FIRE ALARM/MASS NOTIFIC. SYSTEM PLAN

PLUMBING

P-100 PLUMBING PLAN - DEMOLITION

P-101 PLUMBING PLAN - WASTE

P-102 PLUMBING PLAN - WATER

P-103 WASTE RISER DIAGRAM

P-104 DETAILS AND LEGEND

P-105 PLUMBING NOTES AND SCHEDULES

MECHANICAL

M-001 GENERAL MECHANICAL INFORMATION

M-101 1ST FLOOR DEMOLITION WORK - AREA A - HVAC

M-102 1ST FLOOR DEMOLITION WORK - AREA B - HVAC

M-201 1ST FLOOR NEW WORK - AREA A - HVAC

M-202 1ST FLOOR NEW WORK - AREA B - HVAC

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES AND CONTROLS

ELECTRICAL

E-001 LEGEND, RISER DIAGRAM

E-002 LIGHTING FIXTURE DETAILS

E-101 ELECTRICAL DEMOLITION PLAN

E-102 1ST FLOOR LIGHTING PLAN

E-103 1ST FLOOR POWER PLAN

E-104 SECURITY SYSTEM PLAN

TELECOMMUNICATIONS

T-001 1ST FLOOR TELECOMMUNICATIONS PLAN

T-101 1ST FLOOR TELECOMMUNICATIONS PLAN

REF.

91011121314151617

EXISTINGNEW WORK

A-4505

A-601

ACM ABATEMENT

CONTRACTOR NOTES

1. ERECT BARRICADES AND POST DANGER SIGNS

NECESSARY TO RESTRICT PUBLIC ACCESS TO WORK

AREA.

2. SHUT DOWN POWER AND HVAC SYSTEMS SUPPLYING

WORK AREA. PROVIDED TEMPORARY POWER AND

LIGHTING WITH GFCI PROTECTION.

3. PRE-CLEAN THEN SEAL CRITICAL BARRIERS TO WORK

AREA WITH 6-MIL PLASTIC SHEETING.

4. ERECT WORKER AND EQUIPMENT DECONTAMINATION

UNITS AS SPECIFIED.

5. PRE-CLEAN WORK AREA AND CONSTRUCT

CONTAINMENT SYSTEM AS PRESCRIBED.

6. INSTALL / INITIATE OPERATION OF NEGATIVE

PRESSURE VENTILATION SYSTEMS WITH PRESSURE

DIFFERENTIAL MONITORING DEVICE.

7. UTILIZE SPECIFIED RESPIRATORY PROTECTION AT

ALL TIMES IN WORK AREA.

8. REMOVE ALL ACM INDICATING IN THE DRAWINGS AND

IN THE ABATEMENT SPECIFICATIONS.

9. STORE, TRANSPORT, AND DISPOSE OF BAGGED /

CONTAINERIZED ACM WASTE / DEBRIS AS INDICATED

IN THE SPECIFICATION.

GRAPHIC LEGEND

ASBESTOS CONTAINING FLOOR

TILE AND / OR FLOOR TILE MASTIC

AR94997

DERETSI

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A R C H

E C

FOETAT

FL O R ID

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ACREBO

RLT

05/26/20

L O

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SHEET REFERENCE:

D A

T E

SHEET NUMBER:

D E

S C

N R

E V

F O

R C

L O

O N

S C

O M

M A

N D

R A

N S

N G

Q U

A D

R O

H U

U R

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

G-003

5/26/20

A S

B E

S T

O S

A B

A T

E M

E N

T P

CBM

PDR

CP1028223

A L

T E

R I

N T

E R

X T

E R

L D

PLAN

NORTH

1/8" = 1'-0"G-003

1 FIRST FLOOR PLAN ASBESTOS ABATEMENT PLAN

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

0 4' 8' 16'

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301�10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318�11, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM

28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3500 PSI

B. SLAB�ON�GRADE 3500 PSI

THE USE OF ALL ADMIXTURES MUST BE APPROVED BY THE CONTRACTING OFFICER. THE USE OF SUPERPLASTICIZERS

IS PROHIBITED UNLESS APPROVED BY THE CONTRACTING OFFICER.

3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.06 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.07 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL

CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT PERMITTED.

3.08 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;

STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION

SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

3.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI

318�05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:

1. #6 THROUGH #18 BARS: 2"

2. #5 BARS AND SMALLER: 1�1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS: 1"

2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1�1/2"

3.10 DO NOT PLACE DUCTS EXCEEDING ONE�THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL

UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.11 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE CONTRACTING

OFFICER.

3.12 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A

REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

4.00 STRUCTURAL STEEL

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS, LATEST EDITION.

4.02 STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS. DO NOT BEGIN FABRICATION UNTIL THE SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

4.03 STRUCTURAL STEEL CONNECTIONS SHALL HAVE SIGNED AND SEALED CONNECTION CALCULATIONS PROVIDED

BY A PROFESSIONAL ENGINEER.

4.04 STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI, UNLESS NOTED OTHERWISE. STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR. 36 UNLESS

NOTED OTHERWISE.

4.05 BOLTS SHALL CONFORM TO ASTM A325, 3/4�INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE.

COMPRESSIVE�WASHER�TYPE DIRECT TENSION INDICATORS OR TWIST�OFF�TYPE TENSION�CONTROL BOLTS

CONFORMING TO RCSC SHALL BE PROVIDED AT ALL BOLTED CONNECTIONS PER UFC 3�301�01.

4.06 ALL COLUMNS, UNLESS NOTED OTHERWISE, SHALL BEAR ON GROUT BED. GROUT SHALL BE NON�SHRINK, NON�

METALLIC.

4.07 USE PRE�QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE ELECTRODE AND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION. MINIMUM WELD SIZE TO BE 3/16" FILLET WELD, U.N.O.

4.08 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL

NOT BE PERMITTED.

4.09 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING TO PROVIDE LATERAL SUPPORT UNTIL ALL PERMANENT BRACING MOMENT CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE COMPLETELY

INSTALLED.

4.10 UNLESS SPECIFICALLY NOTED AND DETAILED BY THE TOWER DESIGNER, HOLES IN BEAMS ARE NOT PERMITTED.

4.11 ALL STEEL SHALL BE HOT DIP GALVANIZED PRIOR TO INSTALLATION. ALL METAL GRATING SHALL BE GALVANIZED AND BY McNICHOLS GRATING (OR EQUAL).

1.00 GENERAL NOTES

1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION BEFORE PROCEEDING WITH FABRICATION OR CONSTRUCTION.

1.02 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2018.

1.03 THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1�200�01, GENERAL BUILDING REQUIREMENTS, 8 OCTOBER 2019

B. UFC 3�301�01, STRUCTURAL ENGINEERING, 1 OCTOBER 2019

C. UFC 3�310�04, SEISMIC DESIGN FOR BUILDINGS, CHANGE 1, 20 JUNE 2016

D. UFC 4�010�01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, CHANGE 1,

12 DECEMBER 2018

E. INTERNATIONAL BUILDING CODE, 2018

F. ASCE 7�16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

G. ACI 318�14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

H. ACI 360 R�10, DESIGN OF SLAB ON GRADES

I. AISC 360�10, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION

1.04 WIND LOADS � WIND PROVISIONS OF ASCE 7�16 ARE AS FOLLOWS:

A. ULTIMATE BASIC WIND SPEED: 145 MPH

B. BUILDING RISK CATEGORY: II

C. WIND EXPOSURE CATEGORY: C

D. INTERNAL PRESSURE COEFFICIENT: +/�0.00 (OPEN)

1.05 EARTHQUAKE LOADS � DESIGN DATA IS AS FOLLOWS:

A. SEISMIC DESIGN CATEGORY: B

B. SPECTRAL RESPONSE COEFFICIENTS

1. Ss = 0.08g Sds = 0.09g

2. S1 = 0.05g Sd1 = 0.08g

C. SITE CLASSIFICATION: D

D. BASIC SEISMIC�FORCE�RESISTING SYSTEM: STEEL ORDINARY CONCENTRIC BRACED FRAMES

E. SEISMIC RESPONSE COEFFICIENT, (Cs): 0.033

F. RESPONSE MODIFICATION COEFFICENT (R): 3.5

G. SEISMIC BASE SHEAR (V): N/A

H. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

1.06 DESIGN GRAVITY LOADS ARE AS FOLLOWS:

A. SUPERIMPOSED DEAD LOADS:

1. TOWER SELF�WEIGHT

B. LIVE LOADS: (MAY BE REDUCED PER CODE)

1. STAIRS AND EXITS: UNIFORM: 100 PSF

CONCENTRATED: 300 LBS

1.07 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

1.08 CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT

AND/OR OMISSION.

1.09 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

2.00 FOUNDATIONS

2.01 THE TOWER FOUNDATION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE

PROJECT'S GEOTECHNICAL REPORT.

2.02 A QUALIFIED GEOTECHNICAL ENGINEER SHALL CHECK COMPACTION OF THE FOOTINGS. THE TOP TWELVE INCHES OF THE SOILS BENEATH FOOTINGS SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM

DENSITY.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC.

SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING

TRENCHES LOOSENED DURING THE EXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE

PLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

SOJ

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STATE OF

No. 54319

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LIFE SAFETY DATA - INTERNATIONAL BUILDING CODE 2018 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 101, 2018 EDITION

OCCUPANCY

IBC

BUSINESS

NFPA 101

BUSINESS

CONSTRUCTION TYPE:

ELEMENT

STRUCTURAL FRAME - COLUMNS TRUSSES, BEAMS AND GIRDERS

REQUIREMENT

0 HOURS

BEARING WALL - EXTERIOR

BEARING WALLS - INTERIOR

FLOOR

ROOF - INCLUDING SUPPORTING FRAMING

STRUCTURAL FRAME - COLUMNS TRUSSES, BEAMS AND GIRDERS

REQUIREMENTS FROM IBC TABLE 602

0 HOURS

HEIGHT ANALYSIS

OCCUPANCY

IBC ALLOWED HEIGHT PROJECT HEIGHT

NOTES

AREA ANALYSIS

OCCUPANCY IBC ALLOWED AREA

92,000 SF

PROJECT AREA

NO CHANGEB

4 STORIES/75 FEET 3 STORIES/NO CHANGE

INTERIOR FIRE RESISTANCE

ELEMENT

ANY SPACE OF GREATER HAZARD

REQUIREMENT

0 HOURS

SOURCE

NFPA 101 8.7.1 - SPRINKLER COVERAGE

OCCUPANT LOAD

AREA

BLDG 90322 RENO

USE

BUSINESS

SQUARE FEET

4188 GSF

LOAD FACTOR

150 GSF

OCCUPANT LOAD

TOTAL

ARRANGEMENT OF MEANS OF EGRESS

MAXIMUM TRAVEL DISTANCE TO EXIT

MAXIMUM DEAD END

300 FEET

50 FEET

MAXIMUM COMMON PATH OF TRAVEL 100 FEET

NFPA 101 - 38.2.6.23

NFPA 101 - 38.2.5.2.1

NFPA 101 - 38.2.5.3.1

NOTE: EXIT CAPACITY PROVIDED = 350 PERSONS FOR AREA OF RENOVATION

CORRIDOR WIDTH 44" NFPA 101 - 38.2.3.2

IBC IIB / NFPA II-000

NOTE: BUILDING IS EXISTING. INTERIOR RENOVATIONS ONLY. NO NEW BUILDING

AREA. PRIMARY EXITING TO REMAIN.

LIFE SAFETY LEGEND

EXIT CAPACITY (OCCUPANTS)

EXIT PATH NUMBER WITH SEGMENT

TRAVEL DISTANCE AND DIRECTION OF

TRAVEL. SEE EXIT DISTANCE CHART FOR

TOTAL EXIT DISTANCES.

1-1

27' -6"

EXIT SIGN (SHADED REGION

INDICATES LIGHTED SIDE)

ROOM NAME / NUMBER DESIGNATION

ROOM NAME

1-HR FIRE RATED WALL ASSEMBLY

EGRESS A

EGRESS B

<170>

<180>

A-1

19'-11"

A-2

45'-9"

A-4

4'-4"

B-1

11'-10"

B-2

13'-0"

B-3

35'-0"

1-HR FIRE RATED WALL AT LOBBY

DOOR ALWAYS AVAILABLE

FOR EXITING - NO DEAD

END CORRIDOR

EXISTINGNEW WORK

A-3

19'-3"

RADIO & EQUP.

LAB

CONF.

OFFICE

BREAK

MECH.

ELEC/ COMM

FRONT OFFICE

STOR.

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3/32" = 1'-0"A-001

1 FIRST FLOOR PLAN LIFE SAFETY

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

0 5'-4" 10'-8" 21'-4"

EXIT DISTANCE

EXIT PATH #

TOTAL TRAVEL

DISTANCE

EGRESS A 89' - 2"

EGRESS B 60' - 1"

WALL TYPES

WALL TYPE "1" WALL TYPE "3"

WALL TYPE "4"

WALL TYPE "5" WALL TYPE "6"

WALL TYPE "7"

WALL TYPE "2" - STC 50

WALL TYPE "8"

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WALL TYPE SCHEDULE

MARK DESCRIPTION

1 3 5/8" METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" GYPSUM WALLBOARD ON EACH SIDE WITH ACOUSTICAL INSULATION IN STUD CAVITY TO UNDERSIDE OF FLOOR ABOVE. AT RESTROOMS REPLACE GYPSUM WALLBOARD WITH CEMENTITIOUS BACKER BOARD.

2 3 5/8" METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE, 2 LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON UNSECURED SIDE, WITH 1 1/2" ACOUSTICAL INSULATION IN STUD CAVITY TO UNDERSIDE OF FLOOR ABOVE. EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. SA-800504

3 3 5/8" METAL STUDS AT 16" O.C. TO STRUCTURE ABOVE W/ ONE LAYER 5/8" GYPSUM WALLBOARD ON EACH SIDE TO MIN. 6" ABOVE

ADJACENT CEILING.

4 EXISTING WALL CONSTRUCTION. PROVIDE NEW 1 5/8" METAL STUDS AT 16" O.C. (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" GYPSUM WALLBOARD ON FINISH SIDE. EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.

HOLD STUDS 1/2" OFF EXISTING WALL CONSTRUCTION TO ALLOW FOR EXISTING VARIATION.

5 EXISTING WALL CONSTRUCTION. PROVIDE NEW 1 5/8" METAL STUDS AT 16" O.C. WITH ACOUSTICAL INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" MOLD-RESISTANT GYPSUM WALLBOARD ON FINISH SIDE. EXTEND TO DECK ABOVE.

SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. HOLD STUDS 1/2" OFF EXISTING WALL CONSTRUCTION TO ALLOW

FOR EXISTING VARIATION.

6 EXISTING WALL CONSTRUCTION (CMU W/ FURRING). PROVIDE ONE LAYER 5/8" GYPSUM WALLBOARD ON FINISHED SIDE TO MIN. 6"

ABOVE ADJACENT CEILING.

7 EXISTING WALL CONSTRUCTION. PROVIDE NEW 1 5/8" METAL STUDS AT 16" O.C. WITH ACOUSTICAL INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON FINISH SIDE. EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER.HOLD STUDS 1/2" OFF EXISTING WALL CONSTRUCTION TO ALLOW FOR EXISTING

VARIATION.

8 3 5/8" METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" GYPSUM WALLBOARD ONE SIDE WITH ACOUSTICAL INSULATION IN STUD CAVITY TO UNDERSIDE OF FLOOR ABOVE. AT RESTROOMS REPLACE GYPSUM WALLBOARD WITH CEMENTITIOUS BACKER BOARD.

BLDG. 90322

TOWER LOCATION

GENERAL: CONTRACTOR TO PROVIDE COMPLETE

ANTENNA TOWER PACKAGE INCLUDING DESIGN,

ENGINEERING AND COMPLETE BUILD OUT OF THE

TOWER. THE TOWER DESIGN MUST BE

SIGNED/SEALED BY A LICENSED PROFESSIONAL

ENGINEER. LOADING REQUIREMENTS ARE PER

STRUCTURAL NOTES.

1. CONTRACTOR IS TO DEMOLISH THE GYM

EQUIPMENT THIS SIDE OF THE BUILIDNG.

MODIFY THE PERIMETER CONTAINMENT AREA

OF THE GRAVEL SURFACE AS NEEDED TO

ALLOW FOR THE ANTENNA CONSTRUCTION.

2. CONTRACTOR TO PROVIDE MIN. 66'-6"

PLATFORM HEIGHT GALVANIZED STEEL

ANTENNA TOWER WITH STEEL STAIRS. TOP

PLATFORM SHALL BE MIN. 4' WIDE. TOP

PLATFORM SHALL BE 20'-2" MIN. SQUARE AREA.

THE PLATFORM SHALL HAVE A 3'6" HIGH

GUARDRAIL AT BOTH INTERIOR AND EXTERIOR

PERIMETER. RAILINGS TO BE MIN. 1-1/2"

SCHEDULE 40 GALV. PIPE RAILINGS.

GUARDRAIL SHALL MEET OSHA

REQUIREMENTS. A HIGHER GUARDRAIL MAY

BE NECESSARY. COORDINATE WITH BUILDING

HEIGHT TO ENSURE ADEQUATE LINE OF SIGHT

FOR ANTENNA POSITIONS.

3. TOWER FOUNDATION SHALL BE DESIGNED BY

PROFESSIONAL ENGINEER BASED ON THE

GEOTECHNICAL REPORT PROVIDED IN THE

SPECIFICATIONS. FOUNDATIONS SHALL

CONSIST OF FOUR (4) REINFORCED CONCRETE

PIERS SUPPORTING MAIN STEEL SUPPORTS.

STEEL SUPPORTS WILL BE WELDED TO A

PLATE WHICH WILL BE SET IN 1" GROUT AND

BOLTED INTO PIERS.

4. MAIN STEEL MEMBERS WILL HAVE WELDED

GUSSET PLATES ALLOWING THE REMAINDER

OF THE STEEL TO BE BOLTED TOGETHER FOR

FUTURE DISASSEMBLY IF REQUIRED. THE

STEEL TOWER WILL HAVE CROSS BRACING AT

ALL BAYS AND BOTTOM BAY WILL HAVE

CHEVRON BRACING. BRACING WILL ALLOW

ACCESS TO STAIRS.

5. STAIRS SHALL BE PROVIDED TO THE

PLATFORM AND ROTATED 45 DEGREES FROM

STRUCTURE. STAIRS WILL BE SUPPORTED BY

BEAMS AND CHANNELS. STRINGERS SHALL BE

MIN. 4'-4" OUT TO OUT WITH 8" BETWEEN THE

STRINGERS. STAIR TREADS TO BE SOLID

PLATE. RAILINGS TO BE MIN. 1-1/2" SCHEDULE

40 GALV. PIPE RAILINGS TO OSHA STANDARDS.

6. TOWER SHALL HAVE A CONCRETE PAD

GRADE. THE PAD SHALL BE 1'-0" LARGER EACH

DIMENSION THAN THE TOWER PLATFORM. THE

PAD AND TOWER WILL BE ENCLOSED BY A 6'

HIGH CHAIN LINK FENCE WITH A MIN. 5' SWING

GATE. COORDINATE THE EXACT LOCATION

WITH EXISTING MECHANICAL EQUIPMENT TO

REMAIN. ALLOW ACCESS AROUND ALL

EQUIPMENT.

7. COORDINATE THE ANTENNA CONSTRUCTION

WITH THE ELECTRICAL, COMMUNICATIONS AND

LIGHTNING PROTECTION SYSTEMS NOTED ON

ELECTRICAL DRAWINGS.

SCOPE OF WORK

A. THE TOWER TO BE COMPRISED OF

GALVANIZED STEEL AND STAIRS ARE

REQUIRED. THE ANTENNA SUPPORT TOWER

PLATFORM IS FOR FREQUESNT ANTENNA

MAINTENANCE, ETC. THE GUARDRAILS AT THE

PERIMETER OF THE TOWER PLATFORM ARE TO

BE UTILIZED FOR MOUNTING ANTENNAS.

B. DESIGN OF THE TOWER IS BASED ON

ANSI/TIA-222-G AND SIMILAR TO THE TOWER AT

BUILDING 90801. A UL CERTIFIED LIGHTNING

PROTECTION SYSTEM IS REQUIRED AND MUST

UTILITZE THE REQUIREMENTS OF UFGS

SECTION 26.41.00 LIGHTNING PROTECTION

SYSTEM. tHE SYSTEM SHALL BE IN

ACCORDANCE WITH NFPA 780 USING

COMPONENTS MANUFACTURED IN

ACCORDANCE WITH UL 96. THE SYSTEM MUST

BE INSPECTED AND CERTIFIED BY A THIRD

PARTY INSPECTOR AS COMPLIANT WITH AFI

32-1065 AND NFPA 780. THE DESIGN OF THIS

TOWER MUST INCLUDE AN INTERIM SUBMITTAL

FOR REVIEW AND APPROVAL AND A FINAL

SUBMITTAL REVIEW AND APPROVAL BY THE

GOVERNMENT BEFORE ORDERING AND

CONSTRUCTION ON IT BEGINS.

C. INFORMATION OF THE GFGI COMPONENTS ARE

ATTACHED IN SPECIFICATION APPENDIX C.

D. AN EROSION CONTROL PLAN FOR THE TOWER

LOCATION IS TO BE SUBMITTED BY THE

CONTRACTOR.

E. WIND LOADS ARE PER DRAWING S-001, NOTE

1.04, BASIC WIND SPEED 145 MPH.

F. SIZE AND QUANTITIES OF TRANSMISSION

LINES TO BE INSTALLED ON TOWER: LMR-600

(CABLE) X 25 EA. (GFGI)

G. ANTENNAS ARE OMNIDIRECTIONAL AND RH

CIRCULAR POLARIZED. SOME ARE

STEERABLE/TRACKING ANTENNAS AND

OTHERS ARE OMNIDIRECTIONAL. THE

FRESNEL ZONE CALCULATION: L, S, C, UHF,

VHF BANDS. ANTENNA WEIGHT IS

APPROXIMATELY 300 LBS. SEE ALSO DRAWING

S-001 NOTE 106.B LIVE LOADS.

GENERAL NOTES

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DATE:

90322

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1" = 30'-0"A-003

1 TOWER PLACEMENT PLAN

SCALE: 1" = 30'-0"

0 15' 30'

3/4

/22

AR0016090

DERETSI

ARCH ITEC

FOETATS

FLORIDA

CAROL SAWYER

3/4/22

EXISTINGNEW WORK

REMOVE PLUMBING FIXTURES AND

CAP UTILITIES, TYP.

REMOVE CLOSET WALLS AND DOORS.

PATCH AND REPAIR REMAINING

SURFACES, TYP.

REMOVE TOILET ROOM WALLS AND

DOORS. PATCH AND REPAIR REMAINING

SURFACES, TYP.

14'-3" 21'-0"

REMOVE EXISTING WALL.

PATCH AND REPAIR

REMAINING SURFACES.

REMOVE EXISTING

DOOR. INFILL WALL AND

PREP FOR NEW WORK.

REMOVE INTERIOR

GYPSUM WALL BOARD

AND STUD LAYER, TYP.

REMOVE EXISTING INTERIOR GYPSUM WALLBOARD & TILE

WAINSCOT, PREP FOR NEW WORK

REMOVE EXISTING DOOR,

PREP FOR NEW WORK

REMOVE EXISTING DOOR,

FRAME TO REMAIN. PREP

FOR NEW WORK

REMOVE EXISTING DOORS.

PREP FOR NEW WORK

REMOVE WALL, PREP

SURFACES FOR NEW WORK

REMOVE EXISTING

DOOR, PREP FOR NEW

WORK

REMOVE EXISTING DOORS.

PREP FOR NEW WORK

FHC

91011121314151617

USE SAWCUT TECHNIQUE

TO REMOVE SLAB TO

EXTENTS REQUIRED FOR

PLUMBING WORK. PREP

SURFACES FOR NEW WORK.

EXISTING CONCRETE COLUMN TO REMAIN

79'-8" 39'-1"

'-4

101'-4"

DEMO EXISTING

CONCRETE AS

REQUIRED FOR

NEW RAMP

4' -1

1. THE GOVERNMENT WILL REMOVE EQUIPMENT PRIOR

TO THE BUILDING DEMOLITION.

2. GENERAL DEMOLITION WORK TO THE EXISTING

BUILDING FOR THE INSTALLATION OF NEW UTILITIES

AND SERVICES SHALL BE INCLUDED IN THE SCOPE OF

WORK. SAW-CUTTING AND EXCAVATION; FILLING AND

PATCHING OF EXISTING CONCRETE FLOOR SLABS TO

REMAIN AFTER INSTALLATION OF NEW UTILITIES AND

SERVICES SHALL ALSO BE INCLUDED IN THE SCOPE OF

WORK. REFER TO PLUMBING AND ELECTRICAL

DRAWINGS FOR NEW UTILITIES AND SERVICES.

3. PATCHING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN SHALL ALSO BE INCLUDED IN

SCOPE OF WORK.

4. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL

DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

5. DEMOLISH PORTION OF EXISTING WALLS TO

ACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS,

ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING

AND FIRE PROTECTION DRAWINGS.

DEMOLITION NOTES

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR,

FRAME AND HARDWARE

REMOVE EXISTING

CONSTRUCTION

EXISTING CONSTRUCTION TO

REMAIN

GRAPHIC LEGEND

FIRE HOSE CABINET TO REMAINFHC

FIELD VERIFY

EXISTING CONCRETE

COLUMN TO REMAIN

EXISTING CMU WALL TO REMAIN

CLEAN GROUT FROM OPENING,

TYP. EACH SIDE

REMOVE EXISTING DOOR,

SIDELITE, AND FRAME COMPLETE.

PREP FOR NEW DOOR

THE INTERIOR GYPSUM BOARD FACE OF THE EXTERIOR

WALL IS TO BE REMOVED. REMOVE STUD FRAMING

COMPLETE. PROVIDE NEW STUD FRAMING AND GYPSUM

BOARD. INTERIOR WALL PLANES TO BE NEW GYPSUM

BOARD CONSTRUCTION.

EXTERIOR WALL DEMO

NOTE

REMOVE GYPSUM WALLBOARD

REMOVE WOOD FURRING

REMOVE CMU

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BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-101

5/26/20

1S T

O R

D E

M O

CBM

PDR

CP1028223

A L

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PLAN

NORTH

1/8" = 1'-0"A-101

1 FIRST FLOOR DEMO PLAN

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

0 4' 8' 16'

1 1/2" = 1'-0"A-101

3 EXTERIOR DOOR DEMO

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

0 4" 8" 1'-4"

1 1/2" = 1'-0"A-101

2 TYPICAL EXISTING INTERIOR WALL

RADIO & EQUP.

LAB

CORRIDOR

CONF.

OFFICE

FRONT OFFICE

MECH.

UNISEX

A-401

BREAK

ELEC/ COMM

112111 A-450

INFILLED WINDOWS, TYP.

A-501

5'- 5"

STOR.

101B

CELL PHONE

LOCKERS

FHC

A-310

5 A-501

A-501

6 6

INFILLED WINDOWS, TYP.

EXISTINGNEW WORK

101A

TYP.

91011121314151617

SEE SHEET A-003 FOR

TOWER INFORMATION

SQUARE

20'-2" 6"

CORRIDOR

A-4505

5 5

'-2

EQ 12'-2" EQ

5'-6"

6'- 0"

TYP.

A-601

A-110

NOTE:

TOWER POSITION IS APPROXIMATE

AND CAN BE ADJUSTED AS NEEDED.

FIELD VERIFY

FLOOR PLAN NOTES

1. SEE SHEET A-002 FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @

30'-0" OC MAX. PROVIDE CONTROL JOINTS AT EACH

SIDE OF DOOR OPENINGS FROM THE HEADER TO THE

TOP OF THE WALL. ATTACH CONTROL JOINT TO

DOUBLE STUDS SPACED 1/2" APART.

3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS,

TV BRACKETS, TOILET ACCESSORIES, AND OTHER

WALL MOUNTED ITEMS.

4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR

SPECIFIC WALL DIMENSIONS TO COLUMN LINE AND

EXISTING CONSTRUCTION.

5. PLAN DRAWINGS ARE GENERATED BY A CUT

THROUGH THE WALL AT A HEIGHT OF

APPROXIMATELY 48”. COMPONENTS IN OR ON THE

WALL ABOVE OR BELOW THIS PLANE MAY NOT BE

IDENTIFIED IN THIS PLAN VIEW. SEE ELEVATION

VIEWS FOR IDENTIFICATION OF ALL WALL

COMPONENTS AND OPENINGS.

6. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF

STUD, OR WHERE APPLICABLE, COLUMN GRIDLINE.

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

EXTENT OF NEW WORK

DOOR NUMBER

WALL TYPE

ACCESS CONTROL DOOR

REF REFRIGERATOR, GF/GI

S SINK

NEW WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND, SHEET A-000

EXISTING WALL

SECURE AREA LIMITS "A"

EXISTING DOOR TO REMAIN

2 HOUR FIRE RATED WALL

E EXIT ONLY DOOR

FIELD VERIFY

EXISTING CONCRETE COLUMN TO REMAIN

EXISTING CMU WALL TO REMAIN

3 EACH - 3/8" DOWEL ANCHOR @ 24" APART

3 EACH MASONRY JAMB ANCHOR

STC 50 ACOUSTIC RATED HM DOOR

FRAME ASSEMBLY WITH PAINTED FINISH

ACOUSTIC SEAL

HARDWARE AT INTERIOR ONLY. SEE

HARDWARE SCHEDULE FOR

COMPLETE HARDWARE LIST

GROUT FRAME

3 EACH - 3/8" PIN HEAD

WEDGE ANCHOR

GROUT FRAME

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD @ 16" O.C.

EXISTING CONCRETE

COLUMN TO REMAIN

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD @ 16" O.C.

FILL CAVITY WITH

ACOUSTICAL INSULATION

FILL CAVITY WITH

ACOUSTICAL INSULATION

PAINTED FINISH TO MATCH

ADJACENT SURFACES

N P

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SHEET NUMBER:

1 S

CIA

L O

TIO

VIL

GIN

R S

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-110

5/26/20

1S T

CBM

PDR

CP1028223

D G

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

0 4" 8" 1'-4"

PLAN

NORTH

1/8" = 1'-0"A-110

1 FIRST FLOOR PLAN

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

0 4' 8' 16'

1 1/2" = 1'-0"A-110

2 EXTERIOR DOOR DETAIL

3/4

/22

AR0016090

DERETSI

ARCH ITEC

FOETATS

FLORIDA

91011121314151617

EXISTINGNEW WORK

REMOVE EXISTING LIGHT FIXTURE, TYP.

1 1

1 1 1

11 1111

1 1 1

REMOVE EXISTING TILES AND GRID

AS REQUIRED TO INSTALL NEW

DUCTWORK (SEE MECHANICAL)

REMOVE EXISTING

CONSTRUCTION (AS INDICATED

WITH DASHED LINES)

EXISTING CONSTRUCTION TO

REMAIN (AS INDICATED WITH

LIGHT SOLID LINES)

GRAPHIC LEGEND

REMOVE EXISTING 2 X 4 LIGHTING

FIXTURE, SEE ELECTRICAL DRAWINGS

REMOVE EXISTING 2 X 2 LIGHTING

FIXTURE, SEE ELECTRICAL DRAWINGS

REMOVE EXISTING CEILING1

1. THE GOVERNMENT WILL REMOVE EQUIPMENT PRIOR

TO THE BUILDING DEMOLITION.

2. GENERAL DEMOLITION WORK TO THE EXISTING

BUILDING FOR THE INSTALLATION OF NEW UTILITIES

AND SERVICES SHALL BE INCLUDED IN THE SCOPE OF

WORK. SAW-CUTTING AND EXCAVATION; FILLING AND

PATCHING OF EXISTING CONCRETE FLOOR SLABS TO

REMAIN AFTER INSTALLATION OF NEW UTILITIES AND

SERVICES SHALL ALSO BE INCLUDED IN THE SCOPE OF

WORK. REFER TO PLUMBING AND ELECTRICAL

DRAWINGS FOR NEW UTILITIES AND SERVICES.

3. PATCHING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN SHALL ALSO BE INCLUDED IN

SCOPE OF WORK.

4. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL

DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

5. DEMOLISH PORTION OF EXISTING WALLS TO

ACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS,

ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING

AND FIRE PROTECTION DRAWINGS.

DEMOLITION NOTES

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-150

5/26/20

1S T

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PDR

CP1028223

A L

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PLAN

NORTH

1/8" = 1'-0"A-150

1 FIRST FLOOR DEMO CEILING PLAN

7'-6"

8'-0"

7'-6"

OFFICE

CONF.

RADIO & EQUP.

LAB

CORRIDOR

FRONT OFFICE

ELEC/ COMM

MECH.

UNISEX

BREAK

STOR.

91011121314151617

EXISTINGNEW WORK

7'-6"

8'-0"

CORRIDOR

EXISTING LIGHT FIXTURES,

SPRINKLERS, DETECTORS, EXIT

SIGNAGE, ETC. SHALL BE

REINSTALLED AT NEW CEILING

7'-6"

A-151

PROVIDE NEW BULKHEAD

1. ALL CEILING HEIGHTS ARE 8'-8" UNLESS NOTED

OTHERWISE.

2. VERIFY EXACT LOCATION OF VIDEO PROJECTORS PRIOR

TO INSTALLING ANY WORK FOR THIS EQUIPMENT,

INCLUDING POWER AND DATA.

3. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND

MECHANICAL VENTS SHALL BE CENTERED WITHIN

CEILING TILES UNLESS NOTED OTHERWISE.

4. USE MANUFACTURER'S STANDARD FOR ALL CEILING

ELEVATION TRANSITION.

CEILING NOTES

GRAPHIC LEGEND

2' X 2' SUSPENDED ACOUSTICAL

TILE LAY-IN CEILING WITH GRID

2 X 4 LIGHTING FIXTURE, SEE

ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEE

MECHANICAL DRAWINGS

RETURN AIR GRILLE, SEE

MECHANICAL DRAWINGS

EXIT LIGHT, SEE ELECTRICAL AND

LIFE SAFETY DRAWINGS FOR

DIRECTIONAL INFORMATION

CEILING EXHAUST, SEE

MECHANICAL DRAWINGS

FIRE ALARM / MASS NOTIFICATION

SYSTEM FLUSH MOUNTED CEILING

SPEAKER, SEE ELECTRICAL DRAWINGS

FIRE ALARM / MASS NOTIFICATION

SYSTEM FLUSH MOUNTED CEILING

SPEAKER WITH STROBE, SEE

ELECTRICAL DRAWINGS

INTRUSION ALARM SYSTEM PASSIVE

INFRARED DETECTOR, SEE

ELECTRICAL DRAWINGS

LIGHTING CONTROL CEILING MOUNTED

SENSOR, SEE ELECTRICAL DRAWINGS

CEILING HEIGHT

ROOM NUMBER DESIGNATION

LIGHTING FIXTURE, SEE ELECTRICAL

DRAWINGS

8'-8"

OPEN TO STRUCTURE ABOVE

2 X 2 LIGHTING FIXTURE, SEE

ELECTRICAL DRAWINGS

EXTERIOR WALLPACK LIGHT, SEE

ELECTRICAL DRAWINGS

3-5/8" GYPSUM WALLBOARD 6"

6" M

3-5/8" 22 GA. GALV. METAL STUD

ACT SYSTEM, TYP.

3-5/8" 22 GA. GALV. STUD BRACING

BACK TO STRUCTURE OR DECK

ALIGN FACE OF NEW GYPSUM

WALLBOARD BULKHEAD WITH

EXISTING GYPSUM WALLBOARD

AT COLUMN BEYOND

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-151

5/26/20

C E

G P

CBM

PDR

CP1028223

A L

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PLAN

NORTH

1/8" = 1'-0"A-151

1 FIRST FLOOR CEILING PLAN

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

0 4' 8' 16'

1 1/2" = 1'-0"A-151

2 BULKHEAD DETAIL @ ACT

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

0 4" 8" 1'-4"

EXISTING BUILDING

STRUCTURE TO REMAIN

APPLY OPAQUE BLACK

FILM TO INSIDE FACE OF

EXISTING GLASS

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD @ 16" O.C.

EXISTING WINDOW

SYSTEM TO REMAIN

APPROXIMATE LINE OF

EXISTING GRADE

EXISTING BUILDING

STRUCTURE TO REMAIN

EXISTING FOUNDATION

TO REMAIN

STUD PLANE TO JUST

TOUCH SILL PIECE

'-5

2' X 2' SUSPENDED

ACOUSTICAL CEILING AS

SCHEDULED

FASTEN TRACK @ 32" O.C. MAX

FIRST FLOOR

0' - 0"

SECOND FLOOR

10' - 0"

EXISTING BUILDING

STRUCTURE TO REMAIN

FILL CAVITY WITH

ACOUSTICAL INSULATION

PROVIDE WIRE AS

NEEDED TO SUPPORT

INSULATION

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-310

5/26/20

W A

E C

N S

CBM

PDR

CP1028223

A L

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1 1/2" = 1'-0"A-310

1 WINDOW INFILL DETAILS

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

0 4" 8" 1'-4"

7'-0"

7' -9

A-501

8 A-501

UNISEX

STOR.

CORRIDOR

1' -0

M A

18"

E A B

8" MIN.

17" MIN.

CLEAR KNEE

SPACE

36" MIN.

MAX.

A C

MAX.

12" 42" MIN.

54" MIN.

STANDARD STALL ACCESSIBLE STALL

7" - 9"

ACCESSIBLE STALL

1' -4

7" - 9"

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-401

5/26/20

E N

G E

D P

CBM

PDR

CP1028223

A L

T E

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X T

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PLAN

NORTH

1/2" = 1'-0"A-401

1 ENLARGED TOILET ROOM PLAN

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

0 1' 2' 4'

3/8" = 1'-0"A-401

2 TYPICAL MOUNTING HEIGHTS

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

ACCESSORY SCHEDULE

MARK ITEM/DESCRIPTION ABBREV. MFR. MODEL REMARKS

A 36" GRAB BAR GB1 BOBRICK B-6806 X 36

B 42" GRAB BAR GB2 BOBRICK B-6806 X 42

C DUAL ROLL TOILET TISSUE DISPENSER TTD BOBRICK B-2740

D SANITARY NAPKIN DISPOSAL SND BOBRICK B-270

E WARDROBE HOOK WH BOBRICK B-212

F 24" X 36" MIRROR MR BOBRICK B-165 2430

G SOAP DISPENSER SD BOBRICK B-5050

A-450

2' -1

0" 4'

-0

3'-0"2'-0"3'-0"

REFRIGERATOR, GF/GI

SOLID SURFACE

COUNTERTOP

3/4" PLASTIC

LAMINATE SHELF

3/4" PANEL WITH PLASTIC

LAMINATE FINISH

4" 4"

2'-0" 3'-0"

2' -6

MICRO

OPEN

A-450

SINK, SEE PLUMBING

1/2" THICK SOLID SURFACE

COUNTERTOP, SEE INTERIORS.

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE INTERIORS

1/2" PANEL WITH

LAMINATE CABINET LINER

WIRE PULL, TYP.

6" 1'

-1 0"

2' -1

SEALANT 4"

1/2"PT 1X WOOD FRAMING TO

SUPPORT COUNTERTOP

2'-0"

1/2" PANEL WITH CABINET LINER

1'-2"

3/4" PANEL SHELF W/ PLASTIC

LAMINATE FINISH ON ADJUSTABLE

SHELF STANDARDS, SEE I-120

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE

INTERIORS, I-120

1/2" THICK SOLID SURFACE

COUNTERTOP AND

BACKSPLASH, SEE INTERIORS.

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE INTERIORS

1/2" PANEL WITH LAMINATE

CABINET LINER

3/4" PLASTIC LAMINATE SHELF ON

ADJUSTABLE SHELF STANDARDS

PT 1X WOOD FRAMING TO

SUPPORT COUNTERTOP

1/2"

6" 1'

-1 0"

SEALANT

WIRE PULL, TYP.

SOLID WOOD DRAWER CONSTRUCTION

ON HEAVY DUTY DRAWER SLIDES

2' -1

2'-0"

1/2" PANEL WITH CABINET LINER

1'-2"

3/4" PANEL SHELF W/ PLASTIC

LAMINATE FINISH ON ADJUSTABLE

SHELF STANDARDS, SEE I-120

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE

INTERIORS, I-120

3' -0

1'-6"

CELL PHONE LOCKERS (30 TOTAL)

7"H x 7"W x 8"D

POWDER COATED, SURFACE MOUNTED

LOCKER DOORS HAVE RESETTABLE

COMBINATION LOCKS & MASTER

CONTROL KEY (SALSBURY

INDUSTRIES OR EQUAL)

1/2" THICK SOLID SURFACE

COUNTERTOP AND

BACKSPLASH, SEE INTERIORS.

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE INTERIORS

1/2" PANEL WITH LAMINATE

CABINET LINER

3/4" PLASTIC LAMINATE SHELF ON

ADJUSTABLE SHELF STANDARDS

PT 1X WOOD FRAMING TO

SUPPORT COUNTERTOP

1/2"

6" 1'

-1 0"

SEALANT

WIRE PULL, TYP.

SOLID WOOD DRAWER CONSTRUCTION

ON HEAVY DUTY DRAWER SLIDES

2' -1

2'-0"

3/4" PANEL WITH PLASTIC

LAMINATE FINISH, SEE

INTERIORS

3/4" PLASTIC LAMINATE SHELF ON

ADJUSTABLE SHELF STANDARDS

1'-6"

AR94997

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-450

5/26/20

C A

S E

W O

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V A

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A N

D S

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CBM

PDR

CP1028223

A L

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3/8" = 1'-0"A-450

1 CASEWORK ELEVATION

SCALE: 1" = 1'-0"

0 6" 1' 2'

1" = 1'-0"A-450

2 CASEWORK SECTION

1" = 1'-0"A-450

3 CASEWORK SECTION

3/8" = 1'-0"A-450

5 CELL PHONE LOCKER ELEVATION

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

1" = 1'-0"A-450

4 CASEWORK SECTION

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD

EXISTING COLUMN

LEAVE ROOM FOR

EXISTING VARIATION

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD

EXISTING COLUMN

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

LEAVE ROOM FOR

EXISTING VARIATION

CORRIDOR

BREAK

EXISTING CONCRETE COLUMN

1 5/8" METAL STUD

UNISEX

BREAK

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUD @ 16" O.C.

LEAVE ROOM FOR

EXISTING VARIATION

FILL CAVITY WITH

ACOUSTICAL INSULATION

CORRIDOR

125/8" GYPSUM WALLBOARD

1 5/8" METAL STUD

EXISTING COLUMN

LEAVE ROOM FOR

EXISTING VARIATION

EXISTING WALL

MECH.

CORRIDOR

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD

EXISTING COLUMN

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

FILL CAVITY WITH

ACOUSTICAL INSULATION

LEAVE ROOM FOR

EXISTING VARIATION

5/8" GYPSUM WALLBOARD

1 5/8" METAL STUD

EXISTING COLUMN

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

FILL CAVITY WITH

ACOUSTICAL INSULATION

12 LEAVE ROOM FOR

EXISTING VARIATION

EXISTING EXTERIOR WALL

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUD @ 16" O.C.

1 5/8" METAL STUD @ 16" O.C.

RADIO & EQUP.

LAB

CONF.

FILL CAVITY WITH

ACOUSTICAL INSULATION

LEAVE ROOM FOR

EXISTING VARIATION

FILL CAVITY WITH

ACOUSTICAL INSULATION

1 5/8" METAL STUD @ 16" O.C.

FILL CAVITY WITH

ACOUSTICAL INSULATION

5/8" TYPE "X" GYPSUM

WALL BOARD

EXISTING WALL

SURFACE MOUNTED CELL

PHONE LOCKERS, INSTALL

PER MANUFACTURER

STANDARD

HOLLOW METAL DOOR

FRAME, PAINTED

45 MIN. RATED STC 50

WOOD DOOR

SOUND STOP

LEAVE ROOM FOR

EXISTING VARIATION

RADIO & EQUP.

LAB

AR94997

DERETSI

E R

A R C H

E C

FOETAT

FL O R ID

R ICE

ACREBO

RLT

05/26/20

L O

M M

SHEET REFERENCE:

D A

T E

SHEET NUMBER:

D E

S C

N R

E V

F O

R C

L O

O N

S C

O M

M A

N D

R A

N S

N G

Q U

A D

R O

H U

U R

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

90322

A-501

5/26/20

N D

E T

CBM

PDR

CP1028223

A L

T E

R I

N T

E R

X T

E R

L D

1 1/2" = 1'-0"A-501

1 TYPICAL COLUMN DETAIL

1 1/2" = 1'-0"A-501

4 COLUMN DETAIL

1 1/2" = 1'-0"A-501

8 CHASE WALL DETAIL

1 1/2" = 1'-0"A-501

5 COLUMN DETAIL

1 1/2" = 1'-0"A-501

3 COLUMN DETAIL

1 1/2" = 1'-0"A-501

2 COLUMN DETAIL

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

0 4" 8" 1'-4"

1 1/2" = 1'-0"A-501

6 EXISTING WALL CORNER DETAIL

1 1/2" = 1'-0"A-501

7 DETAIL AT CELL PHONE LOCKERS

SEE SCHED

SOLID CORE WOOD

(SCWD) DOOR

(A)

DOOR ELEVATIONS

SEE SCHED

INSULATED HOLLOW METAL

(HM) DOOR

(B)

HOLLOW METAL

(HM) FRAME

(1)

SEE SCHED

2" 2"

DOOR FRAME ELEVATIONS

HARDWARE SCHEDULE

HARDWARE SET 1 - DOOR 101A LAB, 104, 112

3 EA HINGES A8112

1 EA LOCKSET F04

2 EA LEVER HANDLES

1 EA WALL STOP L02101

1 SET SILENCERS L03011

2 EA KICKPLATES J103

HARDWARE SET 2 - DOOR 101B EXIT ONLY STC 50

3 EA CAM HINGES ZERO Z950 OR EQUAL

1 EA ARMED EXIT DEVICE TYPE 1, F01, E01 VON DUPRIN OR EQUAL

1 EA CLOSER C02021

1 SET HEAD/JAMB GASKET R3B264

1 EA AUTOMATIC DOOR BOTTOM R3B334

1 EA THRESHOLD J36130

1 EA SPRING DOOR SEAL R1K155

2 EA KICKPLATE 10"X34" J102

NOTE:

1. COORDINATE WITH ELECTRICAL DRAWINGS FOR ELECTRONIC SYSTEMS

2. STC MANUFACTURER SHALL PROVIDE A RATED ASSEMBLY THAT INCLUDES THE DOOR,

FRAME, GASKETING AND HINGES. HARDWARE LISTED AS A GUIDE ONLY. DOOR/FRAME

MANUFACTURER MAY REQUIRE THE USE OF OTHER HARDWARE TYPES/ITEMS IN ORDER TO

MEET STC RATING APPLICABLE TO OPENINGS. MANUFACTURER MUST INCLUDE COST OF

REQUIRED HARDWARE AS BASIS OF BID. FINAL INSTALLED ASSEMBLY MUST MEET STC

RATING INDICATED.

HARDWARE SET 3 - DOOR 103 STC 50

3 EA CAM HINGES ZERO Z950 OR EQUAL

1 EA HIGH SECURITY EXIT DEVICE 2890B AMM 3 TYPE IV CDX10; SELF POWERED

SPIN DIAL; PANIC FUNCTION; GSA CERTIFIED, FF-L-2890B

W/ DUAL RING MOUNTING PLATE & STRIKE

1 EA ELECTRIC POWER TRANSFER VON DUPRIN EPT2 OR EQUAL

1 EA CLOSER C02021

1 SET HEAD/JAMB GASKET R3B264

1 EA AUTOMATIC DOOR BOTTOM R3B334

1 EA THRESHOLD J36130

1 EA SPRING DOOR SEAL R1K155

1 EA STOP L02101

1 EA ACCESS CONTROL GFGI - CONTRACTOR TO PROVIDE ADAPTABLE STRIKE &

INFRASTRUCTURE

2 EA KICKPLATE 10"X34" J102

NOTE:

1. COORDINATE WITH ELECTRICAL DRAWINGS FOR ANY ELECTRONIC SYSTEMS

2. STC MANUFACTURER SHALL PROVIDE A RATED ASSEMBLY THAT INCLUDES THE DOOR,

FRAME, GASKETING AND HINGES. HARDWARE LISTED AS A GUIDE ONLY. DOOR/FRAME

MANUFACTURER MAY REQUIRE THE USE OF OTHER HARDWARE TYPES/ITEMS IN ORDER TO

MEET STC RATING APPLICABLE TO OPENINGS. MANUFACTURER MUST INCLUDE COST OF

REQUIRED HARDWARE AS BASIS OF BID. FINAL INSTALLED ASSEMBLY MUST MEET STC

RATING INDICATED.

3. HIGH SECURITY EXIT DEVICE WITH CDX10 OR EQUAL IS TO BE INSTALLED BY

FACTORY TRAINED AND CERTIFIED PERSONNEL.

4. SEQUENCE OF OPERATION: DOOR IS NORMALLY CLOSED AND LOCKED. HIGH SECURITY

DEAD BOLT IS UNLOCKED WITH A VALID COMBINATION. IN THE EVENT OF A POWER FAILURE, THE

OPENING WILL REMAIN SECURE. FREE EGRESS AT ALL TIMES.

HARDWARE SET 4 - DOOR 105, EXIT ONLY AT EXTERIOR

3 EA CAM HINGES ZERO Z950 OR EQUAL

1 EA ARMED EXIT DEVICE TYPE 1, F01, E01 VON DUPRIN OR EQUAL

1 EA CLOSER C02021

1 SET HEAD/JAMB GASKET…

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 Mar 8, 2022.