TWLR129077a_RIANG_Flight_Sim_Mod-B-3_Final_Drawings.pdf

PDF 5 MB Posted May 17, 2019

Attached to: Simulator Upgrade Facility Federal contract opportunity
Solicitation number: W912LD19R5000
Issued by: Department of the Army Rhode Island Army National Guard

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Drawings for Simulator Upgrade

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File	Type	Posted
W912LD-19-R-5000-0003.docx	DOCX document	Jun 12, 2019
W90FYQ-10-D-0008_RIANG_Flight_Sim_MODS-_Bidder_Inquiries_-6-11_2019.xlsx	XLSX spreadsheet	Jun 12, 2019
Simulator_Upgrade_RFis_answered_6-10-19.xlsx	XLSX spreadsheet	Jun 10, 2019
W912LD-19-R-5000-0002.docx	DOCX document	Jun 10, 2019
W912LD-19-R-5000_Simulator_Upgrade_RFP.docx	DOCX document	May 17, 2019
TWLR129077a_RIANG_Flight_Sim_Mod-B-3_Final_Specs.pdf	PDF	May 17, 2019

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5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

H O P E

STATE OF

RHOD E IS L AND

JOHN T. LITTLE

No. 10037

REGISTERED

PROFESSIONAL ENGINEER

ELECTRICAL

H O P E

STATE OF

RHOD E IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

RHODE ISLAND

CERTIFICATE OF

AUTHORIZATION

ARC. 0020065-COA

EXP. 12/31/18

RHODE ISLAND

CERTIFICATE OF

AUTHORIZATION

P.E: # 0008029-COA

EXP. 06/30/2020

Rhode Island Air National Guard United States Property & Fiscal Office

Simulator Facility Modifications North Kingstown, RI

TYPE B-3 - FINAL DESIGN SUBMISSION

NOVEMBER 12, 2018

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADAAG ADA ACCESSIBILITY GUIDELINES

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

CAB CABINET

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTB CERAMIC TILE BASE

CWT CERAMIC WALL TILE

CTR CENTER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DET DETAIL

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (OR) ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF EL FINISH FLOOR ELEVATION

FG FINISHED GRADE

FLR FLOOR

FLUOR FLUORESCENT

FR FIRE RESISTIVE

FT FOOT (OR) FEET

FURG FURRING

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GL GLASS

GRD GRADE

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, &

AIR CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATE (OR) INSULATION

INT INTERIOR

JAN JANITOR

K NOT USED

LAM LAMINATE

LAV LAVATORY

LIN LINEAR

LOC LOCATION

LTG LIGHTING

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OPH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PT PAINT (INTERIOR)

PVC POLYVINYL CHLORIDE

QTF QUARRY TILE FLOOR

QTB QUARRY TILE BASE

QTY QUANTITY

R RADIUS (OR) RISER

RB RESILIENT BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE (OR) REFRIGERATOR

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

SECT SECTION

SF SQUARE FOOT

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION(S)

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASSIFICATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL (OR) STRUCTURE

T TREAD

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TD TOWEL DISPENSER

TO TOP OF

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT (OR) WATER HEATER

XFMR TRANSFORMER

Y NOT USED

Z NOT USED

ARCHITECTURAL ABBREVIATIONS

GROUND FLOOR PLAN

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

A401

A - 101

DRAWING TYPES LEGEND

1 - PLANS (HORIZONTAL VIEWS)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS)

4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS THAT ARE NOT DETAIL VIEWS)

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

DISCIPLINE TYPE (ARCHITECTURE SHOWN)

DRAWING TYPE (PLAN, ELEVATION, ETC.)

SERIES NUMBER

DETAIL CALLOUT

ENLARGED PLAN OR DETAIL

ON SHEET INDICATED

A201

INTERIOR ELEVATION CALLOUT

ARROWS INDICATE INTERIOR

ELEVATION ON SHEET

INDICATED

STRUCTURAL GRIDS

AS INDICATED ON

DRAWINGS

BUILDING SECTION CALLOUT

ARROWS INDICATE BUILDING

SECTION ON SHEET INDICATED

A301

WALL SECTION CALLOUT

ARROW INDICATE WALL SECTION ON

SHEET INDICATED

A302

ROOM NAME

ROOM NAME & NUMBER SYMBOL

REFER TO ROOM FINISH SCHEDULE

ON SHEET AE601

101A

DOOR NUMBER SYMBOL

REFER TO DOOR SCHEDULE

SHEET AE601

PARTITION TYPE SYMBOL

REFER TO PARTITION TYPES

ON SHEET AE602

GLAZING TYPE SYMBOL

REFER TO GLAZING TYPES

ON SHEET AE601

AL1

REVISION SYMBOL

REFER TO SHEET BORDER FOR

REVISION HISTORY

ELEVATION DATUM SYMBOL

INDICATES DATUM ELEVATION AS

INDICATED

1 Bottom Text Top Text

DISCIPLINE MODIFIER (ELEMENTS SHOWN)

ARCHITECTURAL ANNOTATION SYMBOLS LEGEND

PLAN DRAWING TITLE

BUILDING SECTION

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

ALL OTHER DRAWING TITLES

SOLID BLACK NORTH

ARROW INDICATES

PLAN NORTH FOR EACH

SPECIFIC PLAN. TRUE

NORTH IS INDICATED

WITH DASHED ARROW.

A301

EXTERIOR ELEVATION CALLOUT

ARROW INDICATE ELEVATION ON

SHEET INDICATED

A201

PLAN

NORTH

0 4' 8' 16'

1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

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DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

H H

rv t

G-001

X, AB

JMIDAP

DAP JMI

SHEET INDEX

SHEET NUMBER TITLE

GENERAL

G-000 COVER SHEET

G-001 SHEET INDEX, ABBREVIATIONS & SYMBOLS

G-101 CODE COMPLIANCE PLAN

ARCHITECTURAL

AD101 GROUND FLOOR DEMOLITION PLAN

A-101 GROUND FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 DOOR SCHEDULE, DOOR & FRAME TYPES, DETAILS & PARTITION TYPE

A-104 SIGNAGE FLOOR PLAN, SIGNAGE SCHEDULE & DETAILS

FIRE PROTECTION

FX101 FIRE SUPPRESSION PLAN

FA101 FIRE ALARM PLAN

FA601 FIRE ALARM & MASS NOTIFCATION INPUT/OUTPUT MATRIX

PLUMBING

P-101 GROUND FLOOR PLUMBING PLAN

MECHANICAL

MD101 MECHANICAL DEMOLITION

MH101 HVAC PLAN

MP101 PIPING PLAN

M-401 ENLARGED MECHANICAL PLAN

M-501 DETAILS

M-601 FLOW DIAGRAM

M-602 FLOW DIAGRAM

M-701 SCHEDULES AND CONTROLS

ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS

ED101 GROUND FLOOR DEMO PLAN

EP101 GROUND FLOOR POWER PLAN

EP102 POWER DETAILS

ET101 SECURITY AND TELECOMMUNICATIONS PLAN

EXISTING STC RATED PARTITION - MINIMUM 45

LIFE SAFETY AND

STC LEGEND

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

FIRE EXTINGUISHER

CONTRACTOR FURNISHED / CONTRACTOR

INSTALLED

MAX. TRAVEL DISTANCE TO FIRE EXT. = 50'

STC EXIT ACCESS TRAVEL DISTANCE -

"B" OCCUPANCY IS 300 FT IN

SPRINKLERED BUILDING. TABLE

1016.1 IBC 2009

200'X

DEAD END CORRIDORS -

THE LENGTH IN "B" OCCUPANCY IS

MAX 50 FT. TABLE 1017.3 IBC 200920'X

OCCUPANT LOAD AGGREGATE

ALONG EXIT PATH

OCCUPANT LOAD INTO CORRIDOR

EGRESS PATH

FEC

EXISTING 1-HR RATED PARTITION1-HR

NEW STC RATED PARTITION - MINIMUM 45NEW STC

E E

D.1D.1

A.9A.9

B.1B.1

FEC

EXISTING BRACKET MOUNTED

MULTI-PURPOSE

FIRE EXTINGUISHER

FEC

RELOCATED SEMI-RECESSED

CABINET MOUNTED MULTI-

PURPOSE FIRE EXTINGUISHER

EXISTING SEMI-RECESSED

CABINET MOUNTED MULTI-

PURPOSE FIRE EXTINGUISHER

N C

'-1

EXISTING SURFACE

CABINET MOUNTED

CLEAN AGENT FIRE

EXTINGUISHER

TRAVEL DISTANCE 83'-9"

2 2

STC STC

STC

1- H

1-HR

1- H

STC 1-HR STC 1-HR

1- H

C 1-

H R

STC

INSTRUCTOR'S

OPEN OFFICE

BREAK

STOR

MENS

305A WOMENS

305B

CBT/CPT

FIRE PROT

BRIEFING

RIOS

LMPTT ROOM

COR OFFICE

ADMIN

SITE MGR

MULTI-PURPOSE

STOR

206A

STOR

206B

COPY

VEST

CORRIDOR

COMPUTER

ROOM

MAINT

OFFICE

DEBRIEFING

MAINT

SUPPORT

SIM MOTION

BAY

ELEC

COMPRESSOR

ROOM

COMM

MECH

1-HR

PROVIDE UL SYSTEM C-

AJ-1429 IN TRENCH

BENEATH RATED WALL

1-HR

1- H

R 1-

H R

VEST

EXISTING SURFACE

CABINET MOUNTED

CLEAN AGENT FIRE

EXTINGUISHER

STC

NEW STC

N C

2' -3

CORRIDOR

TRAVEL DISTANCE 115'-2"

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B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

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G-101

JMIDAP

DAP JMI

SCALE: 3/16" = 1'-0"

1 CODE PLAN 4' 12'8'0

3/16" = 1'-0"

CODE ANALYSIS

1.0 SECTION USE AND OCCUPANCY IBC 2012 CHAP 3

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

STORAGE- GROUP S-2 (SECTION 311.3)

BUSINESS- GROUP B (SECTION 304.1)

CODE ANALYSIS BASED ON NONSEPARATED MIXED

USED OCCUPANCY USING THE MOST RESTRICTIVE

OCCUPANCY CLASSIFICATION S-1 (508.3)

1.4 TABLE 1014.3 COMMON PATH EGRESS TRAVEL

FOR STORAGE OCCUPANCY WITH SPRINKLER

SYSTEM 100 FT IS REQUIRED.

ACTUAL MAX. LENGTH IS 38 FT.

1.5 TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE

FOR STORAGE OCCUPANCY WITH SPRINKLER

SYSTEM 250 FT IS REQUIRED.

ACTUAL MAX. LENGTH IS 122'-3".

1.6 SECTION 1018.4 DEAD ENDS

FOR BUSINESS & STORAGE OCCUPANCIES 50

FT IS MAX. LENGTH.

ACTUAL - NO DEAD END CORRIDORS.

1.1 BUILDING TYPE IIB (TABLE 601) W/ SPRINKLER

SYSTEM 1.7 TABLE 602 FIRE SEPARATION DISTANCE

30 FT MINIMUM IS EXCEEDED. FIRE RATING OF

EXTERIOR WALLS NOT REQUIRED.

1.2 ALLOWABLE HEIGHT (504.2 & TABLE 503) AND

BUILDING AREA (506) FOR NONSEPARATED

OCCUPANCY USING THE MOST RESTRICTIVE

OCCUPANCY CLASSIFICATION S-1

I. ALLOWABLE BUILDING HEIGHT- 75 FT., 3 STORIES

-ACTUAL BUILDING HEIGHT: 63'-1". 1 STORY,

THEREFORE OK

II. ALLOWABLE BUILDING AREA - 17,500 SF

FRONTAGE INCREASE: 0 SF.

-17,500 x 3 = 52,500 SF TOTAL ALLOWABLE AREA

-ACTUAL BUILDING AREA:

10,638 SF, THEREFORE OK.

OCCUPANCY CLASSIFICATION B

I. ALLOWABLE BUILDING HEIGHT- 75 FT., 1 STORIES

-ACTUAL BUILDING HEIGHT: 16'-0". 1 STORY,

THEREFORE OK

II. ALLOWABLE BUILDING AREA - 92,000 SF

FRONTAGE INCREASE: 0 SF.

-92,000 x 2 = 184,000 SF TOTAL ALLOWABLE AREA

-ACTUAL BUILDING AREA:

4,228 SF, THEREFORE OK.

1.4 TABLE 1014.3 COMMON PATH EGRESS TRAVEL

FOR BUSINESS OCCUPANCY WITH SPRINKLER

SYSTEM 100 FT IS REQUIRED.

ACTUAL MAX. LENGTH IS 38 FT.

1.5 TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE

FOR BUSINESS OCCUPANCY WITH SPRINKLER

SYSTEM 300 FT IS REQUIRED.

ACTUAL MAX. LENGTH IS 100'-7".

BUILDING CODES AND STANDARDS:

• SBC-1 RHODE ISLAND BUILDING CODE,

INCORPORATES IBC 2012 EDITION

• INTERNATIONAL FIRE CODE 2012

• SBC-4 RHODE ISLAND STATE MECHANICAL CODE,

INCORPORATES INTERNATIONAL MECHANICAL CODE

2012 EDITION

• SBC-3 RHODE ISLAND STATE PLUMBING CODE,

INCORPORATES INTERNATIONAL PLUMBING CODE

2012 EDITION

• SBC-5 RHODE ISLAND STATE ELECTRICAL CODE,

INCORPORATES NATIONAL ELECTRIC CODE 2014

• NFPA 101 LIFE SAFETY CODE

• ICC/ANSI A117.1 2012

• DoDM 5200.01, V3

• ADA 2010

• UFC 3-600-01

• ANG ETL 15-01-00

• ICD-705

• ETL 01-18

E E

D.1 D.1

A.9A.9

B.1B.1

INSTRUCTOR'S

OPEN OFFICE

VEST

SITE MGR

ADMIN

COR OFFICE

COMPUTER

ROOM

102MULTI-PURPOSE

STOR

206B

COPY

306STOR

206A

BREAK

MENS

305A WOMENS

305B

JAN

FIRE PROT

CBT/CPT

CORRIDOR

MAINT

SUPPORT

MECH

COMM

ELEC

MAINT

OFFICE

SIM MOTION

BAY

STOR

RECYCLE

'-7

1/ 4"

52'-7 1/4"82'-0"

'-8

5/ 8"

1'-4" 17'-0" 14'-8" 17'-0" 1'-4" 7 5/8"7 5/8"

7 5/8" 61'-4" 7 5/8"6'-8"83'-4"

152'-7 1/4"

'-8

18'-0"

VEST

3' -4

-4

3'-4" 2'-8"

VTRATBRIEFING

BRIEFING

LOAD

MASTER

EMM ROOM

CORRIDOR

7 12

DEMOLITION LEGEND

ITEM TO BE DEMOLISHED

ITEM TO REMAIN

NOT IN SCOPE

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B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

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AD101

O R

JMIDAP

DAP JMI

SCALE: 3/16" = 1'-0"

1 GROUND FLOOR DEMOLITION PLAN

4' 12'8'0

3/16" = 1'-0"

SHEET KEYNOTES X

1. DEMOLISH EXISTING WALL & BRACING.

2. DEMOLISH EXISTING DOOR & FRAME.

3. DEMOLISH EXISTING WALL FOR INSTALLATION

OF NEW DOOR. COORDINATE WITH 2 & 3/A-103.

4. DEMOLISH EXISTING CASEWORK.

5. REMOVE EXISTING WELDED WIRE CAGES &

DOORS WITHOUT DAMAGE. COORDINATE WITH

OWNER TO RETAIN OR DISPOSAL.

6. REMOVE SIGNAGE WITHOUT DAMAGE. RETAIN

FOR REINSTALLTION.

7. REMOVE ALL ACOUSTICAL CEILING TILES

WITHOUT DAMAGE. REMOVE EXISTING CEILING

GRID AS REQUIRED FOR INSTALLATION OF NEW

WALL. RETAIN TILES & GRID FOR

REINSTALLATION.

8. REMOVE FIRE EXTINGUISHER, CABINET &

SIGNAGE WITHOUT DAMAGE. RETAIN FOR

REINSTALLATION IN NEW LOCATION.

9. REMOVE WITHOUT DAMAGE ANY CEILING TILE

OR GRID AS REQUIRED FOR INSTALLATION OF

BRIDGE CRANE.

10. DEMOLISH EXISTING CEILING GRID & TILES AS

REQUIRED FOR INSTALLATION OF NEW

OPERABLE PANEL PARTITION. COORDINATE

WITH 9/A-103. REVISE ANY EQUIPMENT IN

REQUIRED INSTALLATION AREA SUCH AS

MECHANICAL DIFFUSERS, LIGHT FIXTURES &

SPRINKLER HEADS. (OPTIONAL LINE ITEM 1)

11. REMOVE WITHOUT DAMAGE THE 30" MONITOR

IN ROOM 102 FOR RELOCATION IN RM 213.

PATCH & REPAIR ANY DAMAGE TO WALL. PAINT

ENTIRE WALL TO MATCH ADJACENT SURFACES.

12. REMOVE EXISTING CORNER GUARD WITHOUT

DAMAGE. RETAIN FOR REINSTALLATION.

GENERAL NOTES

L. AT ALL LOCATIONS WHERE ITEMS ARE CALLED

OUT TO BE REMOVED, THE CONTRACTOR IS TO

PATCH AND REPAIR WALL/FLOOR/CEILINGS AS

REQUIRED TO MATCH ADJACENT SURFACES EVEN

IF NOT SPECIFICALLY CALLED OUT IN DEMO

LEGEND.

M. CONTRACTOR MUST REVIEW ALL SHEETS IN ALL

DISCIPLINES TO LOCATE ALL DEMO ITEMS. NOT

ALL DEMOLITION ITEMS ARE ON THE DEMO

SHEETS. FOR CLARITY SOME DEMO ITEMS ARE IN

DETAILS, SECTIONS, PLANS, ELEVATIONS, ETC.

G. VERIFY AND MAINTAIN THE LOCATION OF EXISTING

POWER, COMMUNICATION AND DATA CABLES SO

AS TO NOT INADVERTENTLY INTERRUPT THE

CONTINUITY OF SERVICE.

H. PATCH ALL FLOOR, WALL AND CEILING

PENETRATIONS RESULTING FROM REMOVAL OR

RE-ROUTING OF NEW OR EXISTING PIPING,

DUCTWORK, CONDUIT, ETC. AS REQUIRED TO

MAINTAIN FIRE SEPARATIONS. FINISH AS

REQUIRED FOR NEW OR EXISTING ADJACENT

SURFACES.

I. CAP ALL DISCONNECTED MECHANICAL PIPING

LINES WITHIN THE WALL OR FLOOR. PATCH AND

FINISH TO MATCH NEW OR EXISTING ADJACENT

SURFACES.

J. ALL CEILING AND WALL MOUNTED ITEMS

INCLUDING BUT NOT LIMITED TO LIGHTS,

SPEAKERS, SMOKE OR THERMAL DETECTORS

SHALL BE REINSTALLED IN THEIR ORIGINAL

LOCATION AND CONDITION UNLESS OTHERWISE

NOTED.

K. MAINTAIN SECURE, WEATHER-TIGHT ENCLOSURE

AT THE EXTERIOR OF THE EXISTING BUILDING

THROUGHOUT THE DEMOLITION/ CONSTRUCTION

PORTION OF THE WORK IN THAT AREA. BUILDING

SECURITY SHALL BE THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR AND COORDINATED WITH

THE OWNER.

A. ALL EXISTING SYSTEMS MUST BE MAINTAINED

THROUGHOUT CONSTRUCTION. COORDINATE

WITH THE OWNER ANY PRE-APPROVED

DISRUPTION AND VERIFICATION OF SERVICE

WITHIN THE EXISTING BUILDING SO AS TO

MINIMIZE THE DISRUPTION OF SERVICE.

B. COORDINATE ALL DEMOLITION PHASING EFFORTS

WITH THE OWNER/ARCHITECT. EVERY EFFORT

SHALL BE MADE TO MINIMIZE THE DISRUPTION OF

OPERATIONS, AND PROVIDE SAFETY FOR THE

OCCUPANTS. EXCESSIVE NOISE OR VIBRATION

SHALL BE PRE-APPROVED AND COORDINATED

WITH THE OWNER.

C. VERIFY ALL EXISTING CONDITIONS AND NOTIFY

THE ARCHITECT/OWNER OF ANY DISCREPANCIES.

D. REMOVE ALL DEMOLITION MATERIALS FROM THE

SITE UNLESS NOTED OTHERWISE. THE OWNER

SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS. COORDINATE WITH OWNER.

E. PROVIDE PROTECTION FOR ALL EXISTING

BUILDING MATERIALS AND EQUIPMENT FROM

DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION RELATED ACTIVITY PERFORMED

UNDER THIS CONTRACT.

F. REPAIR OR REPLACE ANY WALLS, FLOORS, OR

EQUIPMENT DAMAGED AS A RESULT OF

DEMOLITION OR CONSTRUCTION TO MATCH

EXISTING FINISH AND CONDITION. FILL ALL HOLES,

PATCH OR REPAIR SURFACE PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS

BEFORE INSTALLING NEW FINISHES.

E E

D.1 D.1

A.9A.9

B.1B.1

INSTRUCTOR'S

OPEN OFFICE

VEST

SITE MGR

ADMIN

203 COR OFFICE

LMPTT ROOM

COMPUTER

ROOM

MULTI-PURPOSE

STOR

206B

COPY

306STOR

206A

BREAK

MENS

305A

WOMENS

305B

JAN

FIRE PROT

CBT/CPT

BRIEFING

RIOS

CORRIDOR

DEBRIEFING

MAINT

SUPPORT

MECH

COMM

ELEC

COMPRESSOR

ROOM

MAINT

OFFICE

SIM MOTION

BAY

STOR

RECYCLE

'-7

1/ 4"

52'-7 1/4"82'-0"

'-8

5/ 8"

1'-4" 17'-0" 14'-8" 17'-0" 1'-4" 7 5/8"7 5/8"

7 5/8" 19'-8" 20'-10" 21'-0" 21'-10" 17'-0" 14'-8" 17'-0" 19'-4" 7 5/8"

1' -4

'-0

SIMULATOR EQUIPMENT

MOTION CLEARANCE

152'-7 1/4"

'-8

18'-0"

VEST

210A

214A

101D

312A

2'-8"

3' -4

-0

1' -1

'-8 3/

5/ 8"

2' -0

"2 '-0

'-0

'-1

1" 1'

-9

'-8

5/ 8"

209A

+/- 28'-6" 5'-0"

101A

A-103

SIM

5'-0"

1'-6"

CORRIDOR

CJ CJCJCJCJ

TYP.

+/- 4'-9"

101C

101B

102A

213B213A

211A

212A

214B

103A

311A

ADD CELL LOCKERS

11E1

PLAN LEGEND

BOUNDARY OF OPEN STORAGE

SECRET AREA

NOT IN SCOPE

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Ok lah om aC ity ,O

5.8

.29

|fs b-ae

.co m

D A

ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

H H

rv t

A-101

O R

JMIDAP

DAP JMI

SCALE: 3/16" = 1'-0"

1 GROUND FLOOR PLAN

4' 12'8'0

3/16" = 1'-0"

SHEET KEYNOTES X

GENERAL NOTES

A. FURNITURE SHOWN IS FOR REFERENCE ONLY.

B. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO ANY

FABRICATION OF MATERIAL.

C. ALL PERIMETER FLOOR PLAN DIMENSIONS ARE

NOMINAL EXISTING MASONRY INCLUDING DOOR

OPENINGS UNLESS NOTED OTHERWISE.

ADJUST OPENING TO ACCOUNT FOR DOOR AND

MISC FRAMES TO BE INSTALLED WITHIN EACH

OPENING AS REQUIRED.

D. ALL DIMENSIONS ARE ACTUAL AND ARE TO

FACE OF GWB, FACE OF CONCRETE WALLS,

FACE OF CMU WALLS, FACE OF FRAMES, OR

CENTERLINE OF COLUMNS UNLESS OTHERWISE

NOTED.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

FIELD VERIFY THAT ALL OPENINGS ARE SEALED

AND THE EXISTING WALL CONFORMS TO

PARTITION TYPE D1, STC-50 CONSTRUCTION.

PATCH & REPAIR WHERE DEFICIENCIES OCCUR.

30" VIDEO MONITOR (N.I.C.). REF 5/A-103.

REMOVE EXISTING STEEL GRATING AND INFILL

2'W X 1'-6" DEEP TRENCH WITH STEEL

REINFORCED CONCRETE.

NEW 5" CONCRETE SIDEWALK ON 8" GRAVEL TO

MATCH EXISTING. TIE INTO EXISTING SIDEWALK

& MODULAR CONCRETE UNIT WALL W/ 2% MAX

CROSS SLOPE. ADD NEW MODULAR WALL TO

MATCH EXISTING W/ EXTENTS AS REQUIRED.

CONTRACTOR RESPONSIBLE FOR SITE

DRAINAGE.

EXISTING ACCESS FLOORING TILES TO BE

REPLACED WITH NEW PERFORATED PANELS.

QUANTITIES AND LOCATIONS AS SHOWN ON

MECHANICAL SHEET MH101.

ENSURE THAT ALL OPENINGS AND

PENETRATIONS IN CMU ARE SEALED FOR AN

STC-50 SOUND RATING.

NEW WALL, BASE, FLOOR, DOOR & FRAME

FINISHES ARE TO MATCH ADJACENT EXISTING

FINISHES.

EXISTING CONCRETE SIDEWALK & MODULAR

WALL.

5'-0" X 5'-0" CONCRETE STOOP

NEW EMERGENCY EYEWASH

INSTALL RELOCATED FIRE EXTINGUISHER

CABINET.

VIDEO MONITOR RELOCATED FROM RM 102.

REF 5/A-103. PATCH & REPAIR WALL IN RM 102.

INSTALL NEW STEEL SHEET OVER EXISTING

TRENCH GRATE PER DETAIL 4/A-103.

VERIFY CONDITION OF EXISTING 1-HR UL

SYSTEM C-AJ-1429 IN TRENCH BELOW EXISTING

FIRE RATED WALL. PATCH & REPAIR AS

NECESSARY TO MAINTAIN FIRE RATING.

CONCRETE SLAB EXTENSION. REF. 3/A-103.

INSTALL NEW STC-45 RATED OPERABLE PANEL

PARTITION USING EXISTING SUPPORT BEAM.

COORDINATE WITH 9/A-103. OPTIONAL LINE

ITEM 1.

NEW LOUVER OPENINGS. COORDINATE WITH

MECHANICAL 1/MH101 & DETAILS 10, 11 & 12/A-

103.

REPAIR CONCRETE SLAB DAMAGE FROM WIRE

CAGE DEMOLITION.

REINSTALL EXISTING CORNER GUARD.

EXTEND TO EXISTING ADJACENT PAVING.

E E

D.1D.1

A.9A.9

B.1B.1

INSTRUCTOR'S

OPEN OFFICE

MENS

305A

WOMENS

305B

JAN

BREAK

RECYCLE

STOR

FIRE PROT

CBT/CPT

BRIEFING

RIOS

DEBRIEFING

MAINT

OFFICE

MAINT

SUPPORT

MECH

COMM

ELEC

COMPRESSOR

ROOM

SIM MOTION

BAY

COMPUTER

ROOM

CORRIDOR

LMPTT ROOM

COR OFFICE

SITE MGR

ADMIN

MULTI-PURPOSE

STOR

206A

STOR

206B

VEST

313 COPY

9'-0"

4 5

CORRIDOR

A-103

49'-9"

PLAN LEGEND

BOUNDARY OF OPEN STORAGE

SECRET AREA

NOT IN SCOPE

TYPICAL CEILING LEGEND

2' x 2' CEILING GRID

GYP BD CEILING

2' x 4' FLUORESCENT FIXTURE -

EMERGENCY

1' x 4' FLUORESCENT FIXTURE

RECESSED DOWNLIGHT

EXIT SIGNS

WALL MTD EXTERIOR LIGHT

SUPPLY AIR DIFFUSERS

RETURN AIR GRILLES1' x 4' FLUORESCENT FIXTURE -

EMERGENCY

2' x 4' FLUORESCENT

FIXTURE

WALL MTD EXTERIOR LIGHT -

EMERGENCY

RECESSED DOWNLIGHT -

EMERGENCY

ACCESS DOORS

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T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

H H

rv t

A-102

JMIDAP

DAP JMI

SCALE: 3/16" = 1'-0"

1 REFLECTED CEILING PLAN

4' 12'8'0

3/16" = 1'-0"

SHEET KEYNOTES X

1. PATCH & REPAIR CEILING GRID TO MATCH

EXISTING. REINSTALL UNDAMAGED

ACOUSTICAL CEILING TILES. REPLACE

DAMAGED TILES WITH NEW TILES TO MATCH

EXISTING.

2. ALL CEILINGS OTHER THAN ROOMS 209 & 210

ARE EXISTING TO REMAIN.

3. INSTALL NEW CRANE RAILS ON EXISTING

CRANE RUNWAY BEAMS (TOP OF BEAM 141'-6"

V.I.F.).

4. NEW CRANE BRIDGE

5. NEW HOIST

6. REINSTALL & PATCH/REPAIR ANY CEILING TILES

AND GRID REMOVED AND/OR DAMAGED AS A

RESULT OF BRIDGE CRANE INSTALLATION.

7. INSTALL NEW STC-45 RATED OPERABLE PANEL

PARTITION & GYP BD SOFFIT USING EXISTING

SUPPORT BEAM. PATCH & REPAIR CEILING

GRID & TILES TO MATCH EXISTING ADJACENT

FINISHES. OPTIONAL LINE ITEM 1.

AIR BARRIER

2" RIGID

INSULATION (R-10)

BRICK VENEER

MASONRY JAMB

ANCHORS

MIN (3) PER SIDE

BACKER ROD AND

SEALANT, TYP

HOLLOW METAL FRAME

FILL W/ GROUT

2 1/2"5 1/4"

SELF ADHERED

FLEXIBLE FLASHING

2" RIGID

INSULATION (R-10)

WEEPS @ 16" O.C.

2 1/2"5 1/4"

LOOSE

STEEL LINTEL

HOLLOW METAL FRAME

FILL W/ GROUT

DOOR AS SCHEDULED

AIR BARRIER

BRICK VENEER

BACKER ROD &

SEALANT, TYP

GROUND FLOOR

100'-0"

1/2" EXPANSION

MATERIAL

SEALANT

THRESHOLD

HOLLOW METAL

FRAME BEYOND

DOOR AS SCHEDULED

EXISTING

CONCRETE SLAB

PROVIDE (2) #4

EPOXY GROUTED

DOWELS

ROUGHEN EXISTING

CONCRETE SURFACES

TO 1/4" AMPLITUDE FOR

SLAB EXTENSION

SIDEWALK

SLAB.

REF. PLAN

& DET 7/A-

BRICK LEDGE

EXISTING

PROVIDE (2) #4

D O

O R

G H

DOOR WIDTH

SFX

STEEL, EXTERIOR

D O

O R

G H

DOOR WIDTH

WFI

WOOD, INTERIOR

S2 STEEL

D O

O R

G H

T 2"

2" 2"DOOR WIDTH

S4 STEEL

D O

O R

G H

T 4"

2" 2"DOOR WIDTH

GROUND FLOOR

100'-0"

NEW 14 GA SLIP-RESISTANT DIAMOND

STEEL SHEET, REF. 6/A-103. STEEL

PLATE SIZE TO MATCH INDIVIDUAL

GRATE SECTIONS TO ALLOW FOR

SECTIONS TO BE REMOVED.

TACK WELD NEW

SHEET TO

EXISTING GRATE

FROM BELOW @

4" O.C.E.W.

EXISTING STEEL GRATE,

EMBED SYSTEM &

CONCRETE SLAB

AT EACH SECTION

OF EXISTING

GRATE, CUT

OPENING IN 14 GA

STEEL SHEET FOR

PANEL LIFTING

TOOL INSERTION.

TACK WELD AT

PERIMETER OF

OPENING FROM

BELOW.

LOCATE OPENING

ONE SPACE MIN.

FROM EDGE.

COORDINATE WITH

EXISTING SHELF

ANGLE.

A. ALL SOUND ATTENUATION BATTS

WHERE INDICATED SHALL FILL

THE STUD CAVITY AND SHALL BE

UNFACED, 2.5 PCF - INSTALLED

CONTINUOUS VERTICALLY, CUT

TIGHT TO FIT.

B. DO NOT LOCATE ELECTRICAL

BOXES OPENING TO OPPOSITE

SIDES OF THE WALL WITHIN THE

SAME STUD BAY OF STC

PARTITIONS.

C. PROVIDE ACOUSTICAL SEALANT

AT ALL OPENINGS CUT INTO STC

RATED PARTITIONS.

D. MINERAL WOOL TO BE MIN 4 PCF,

COMPRESS 50% FLUSH WITH

FACES OF WALL.

PARTITION NOTES(2) LAYERS 5/8"

TYPE 'X' GYP. BD.

FINISH FLOOR

DECK

SLOTTED

DEFL. TRACK

CLG. TO

MATCH

EXISTING

STEEL RUNNER

CHANNEL

BASE TO MATCH

EXISTING

100'-0"

FIN. FLOOR

6" 18 GA STUDS

AT 16" O.C.

ICD-705 CONFORMING WALL DESIGN:

GA WP 1052 SYSTEM - MIN. STC 45.

SOUND TEST REFERENCE: NRCC

817-NV. NON-RATED.

PROVIDE UL ASSEMBLY

HW-D-0042 TO DECK

ACOUSTICAL

SEALANT, TYP

5/8" TYPE 'X'

GYP BD

UNFACED

ACOUSTICAL

BATTS

FIRE STOPPING

FINISH

FLOOR

20 GA 3 5/8"

STUDS AT 16"

5/8" TYPE 'X' GYP BD

CLG. TO MATCH

EXISTING

STEEL RUNNER

CHANNEL

NON-RATED PARTITIONE1

BASE TO MATCH

EXISTING

100'-0"

FIN. FLOOR

O F

M O

O R

6' -0

PROVIDE REQUIRED

BLOCKING

FINISH FLOOR

MONITOR

SIZE VARIES

NOTE: CONTRACTOR SHALL COORDINATE SO THAT ALL

POWER, DATA OR COMM J. BOXES INSTALLED BEHIND

MONITORS ARE ACCESSIBLE AND DO NOT INTERFERE

WITH MOUNTING BRACKETS. PATCH & REPAIR EXISTING

WALL FINISH. PAINT ENTIRE WALL TO MATCH ADJACENT

SURFACES.

5" CONC. SIDEWALK

REINFORCE WITH 6X6-10/10

WWF SLOPE

1/8" PER FT.

4" LOAM AND

SEED

8" COMPACTED

GRAVEL BASE

5'-0"

1/2" RADIUS

4" LOAM AND

SEED

DETAILING & FINISH TO MATCH

EXISTING ADJACENT SURFACES

GROUND FLOOR

100'-0"

TO CMU

112'-8"

A-103

EXISTING WALL

BRICK VENEER ON

CMU CONSTRUCTION

INSULATED STEEL

DOOR/FRAME

PATCH & REPAIR

MASONRY CUT OPENING

CONCRETE

SIDEWALK PER

PLAN. MATCH

EXISTING SIMILAR

CONDITION.

CONCRETE

EXTENSION TO

EXISTING SLAB.

TO CMU

112'-0"

3 5/8" 20 GA MTL STUD

FRAMING @ 16" O.C.

UNFACED ACOUSTIC BATTS

ACOUSTIC CEILING TILE

5/8" TYPE 'X' GYP BD

3 5/8" 20 GA MTL STUDS

@ 16" O.C.

6" 4" 6"

3/8" THREADED ROD

OPERABLE PARTITON HEAD

EXISTING W10X30 STEEL

BEAM

DETAIL IS PART OF OPTIONAL LINE ITEM 1

CONTINUE TO

STRUCTURE ABOVE

PRE-FINISHED LOUVER

BIRD SCREEN

STEEL ANGLE

STEEL PLATE

WEEPS @ 16" O.C.

SELF ADHERED

FLEXIBLE FLASHING

STEEL ANGLE

1/2"

7 5/8"

AIR BARRIER

PRE-FINISHED SILL

PAN W/ FOLDED END

DAMS

1/2"

STEEL ANGLE

SEALANT

BIRD SCREEN

PRE-FINISHED

METAL LOUVER

2" RIGID INSULATION

(R-10)

GROUT SOLID

1/4"

8" CMU

AIR BARRIER

STEEL ANGLE

2" RIGID

INSULATION

(R-10)

PRE-FINISHED

LOUVER

BACKER ROD AND

SEALANT, TYP

BIRD SCREEN

1/ 2"

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Ok lah om aC ity ,O

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T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

H H

rv t

A-103

O O

S, DE

JMIDAP

DAP JMI

SCALE: 3" = 1'-0"

2 HOLLOW METAL DOOR JAMB

SCALE: 3" = 1'-0"

1 HOLLOW METAL DOOR HEAD

SCALE: 3" = 1'-0"

3 HOLLOW METAL DOOR SILL

3" 9"6"0

3" = 1'-0"

NOTES

1. INSULATED 18 GA. STEEL DOOR, CONFORMING

TO DoDM 5200.01-V3 REQUIREMENTS.

2. REPLACE DOOR W/ LITE WITH SOLID WOOD

CORE DOOR, CONFORMING TO DoDM 5200.01-V3

REQUIREMENTS WITH NO LITE.

3. EGRESS ONLY. NO EXTERIOR DOORWARE.

4. SOLID CORE WOOD DOOR. STC-45.

5. REQUIRED ACCESS CONTROL PER DoDM

5200.01-V3.

6. X10 LOCK REQUIRED. RELOCATE FROM DOOR

101A, IF POSSIBLE. IF NOT, THEN INSTALL NEW.

7. IDS SYSTEM REQUIRED. COORDINATE W/

ELECTRICAL

8. DOOR IS EXISTING TO REMAIN. ADDITIONAL

SECURITY EQUIPMENT ADDED. COORDINATE W/

ELECTRICAL.

DOOR SCHEDULE

MARK

DOOR

FR STC

FRAME

HDW

RSET NOTES

SIZE DOOR

TYPE TYPE MATLWD HGT THK

101A 3'-0" 7'-0" 1 3/4" EXISTING 45 MIN 45 EXISTING HM 8

101B 20'-0" 22'-0" 3/4" EXISTING EXISTING 8

101C 8'-3" 9'-9" 3/4" EXISTING 45 MIN EXISTING 8

101D 3'-0" 7'-0" 1 3/4" SFX 45 S4 HM 1 1, 3, 7

102A 6'-0" 7'-0" 1 3/4" EXISTING 45 MIN 45 EXISTING HM 8

103A 6'-0" 7'-0" 1 3/4" EXISTING 45 MIN 45 EXISTING HM 8

209A 3'-0" 7'-0" 1 3/4" SFX 45 S4 HM 1 1, 3, 7

210A 3'-0" 7'-0" 1 3/4" WFI 45 S2 HM 2 4, 5

211A 3'-0" 7'-0" 1 3/4" EXISTING 45 EXISTING HM 5, 8

212A 3'-0" 7'-0" 1 3/4" EXISTING 45 EXISTING HM 5, 8

213A 3'-0" 7'-0" 1 3/4" EXISTING EXISTING HM 8

213B 3'-0" 7'-0" 1 3/4" EXISTING EXISTING HM 8

214A 3'-0" 7'-0" 1 3/4" SFX 45 S4 HM 1 1, 3, 7

214B 8'-3" 9'-9" 3/4" EXISTING EXISTING 8

311A 3'-0" 7'-0" 1 3/4" EXISTING 45 MIN 45 EXISTING HM 8

312A 3'-0" 7'-0" 1 3/4" WFI 45 S2 HM 3 2, 5, 6, 7

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

DOOR TYPES

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

FRAME TYPES

2' 6'4'0

3/8" = 1'-0"

SCALE: 3" = 1'-0"

4 TRENCH COVER DETAIL

SCALE: 3" = 1'-0"

6 PLATE OPENING AT TRENCH COVER

SCALE:NTS

TYPICAL PARTITION TYPE

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

5 MONITOR MOUNTING HEIGHT

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

7 SIDEWALK DETAIL

6" 1'-6"1'0

1 1/2" = 1'-0"

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

8 WALL SECTION AT DOOR

0 1' 2' 4'

1/2" = 1'-0"

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

9 OPERABLE PARTITION HEAD

SCALE: 3" = 1'-0"

10 LOUVER HEAD

SCALE: 3" = 1'-0"

11 LOUVER SILL

SCALE: 3" = 1'-0"

12 LOUVER JAMB

1" HIGH PERMANENT TEXT

Conference Room

GRADE 2 BRAILLE

5/8" HIGH PERMANENT TEXT

ON PRINTED PAPER INSERT

1/4" FRAME

NOTE: SEE DETAIL 4/A-104 FOR EXPLODED

ISOMETRIC OF SIGN

2" 6"

7/ 8"

3/4" 3/4"

7/ 8"

1" HIGH PERMANENT TEXT

Mechanical Room

GRADE 2 BRAILLE

5/8" HIGH PERMANENT TEXT,

TYP.

1/4" FRAME

2" 6"

7/ 8"

3/4" 3/4"

7/ 8"

EMERGENCY

EXIT ONLY

PERMANENT 5/8" HIGH

TEXT CENTERED AS

SHOWN WITH GRADE

TWO BRAILLE BELOW

5' -0

MOUNT SIGN ON LATCH SIDE OF

DOOR WHERE POSSIBLE.

WHERE REQUIRED MOUNT SIGN

ON HINGE SIDE OF DOOR AT

SAME DISTANCES AS SHOWN.

WHERE REQUIRED MOUNT SIGN

AT SAME HEIGHT AS SHOWN ON

CENTER OF DOOR.

PLASTIC SIGN HEADER ON

NON-GLARE CLEAR ACRYLIC

SIGN COVER. COVER SNAPS

ON SIGN FRAME AND BACK

HIGH IMPACT PLASTIC

FRAME AND BACK W/

PRINTED PAPER INSERT

Conference Room

PERMANENT RAISED

PICTOGRAM

CENTERED IN SIGN

E E

D.1D.1

A.9A.9

B.1B.1

CBT/CPT

FIRE PROT

BRIEFING

RIOS

CORRIDOR

MAINT

OFFICE

DEBRIEFING

MAINT

SUPPORT

COMPUTER

ROOM

SIM MOTION

BAY

A1.03 A1.05

A1.01

A1.06

A1.07

A1.04

A1.08

C2.01

A1.02

A2.02

A2.01

C2.02

C2.03

A1.09

1 1 1

C1.01

TYPICAL SIGN SYMBOL

AREA / LEVEL

SIGN NUMBER

SIGNAGE SYMBOL LEGEND

A0.00

Br oa dw ay

Ex ten sio n, Su ite

Ok lah om aC ity ,O

5.8

.29

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.co m

D A

ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HARD S . JOHNSO

R C H I T E CT

EG I ST EREDH O P E

STATE OF

R HOD E I S L A N D

3 9 4 6

M C

:\U se rs \d ap \D oc um en ts

\M y

R ev it\

A rc h_ dp al m er

H H

rv t

A-104

O O

G E

JMIDAP

DAP JMI

SCALE: 3" = 1'-0"

3 SIGN TYPE A1

SCALE: 3" = 1'-0"

5 SIGN TYPE A2

SCALE: 3" = 1'-0"

7 SIGN TYPE C2

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

2 SIGNAGE MOUNTING HEIGHT

SCALE:NTS

EXPLODED ISOMETRIC

SIGNAGE TYPE A1

GENERAL NOTES

A. SEE SIGNAGE MOUNTING HEIGHT, THIS SHEET

FOR INSTALLATION HEIGHTS OF SIGN TYPES

A1, A2 AND C2.

B. FINISHES OF SIGNS SHALL MATCH EXISTING

BUILDING SIGNAGE OF SIMILAR TYPE.

C. SEE SPECIFICATION DIVISION 10 FOR SIGNAGE

REQUIREMENTS.

D. ALL ROOM NAMES AND NUMBERS SHALL BE

SELECTED BY OWNER. ALL ROOM NAMES &

NUMBERS LISTED ON SIGNAGE SCHEDULES

ARE REFERENCE ONLY.

E. VERIFY ROOM NUMBERS AND WORDING WITH

CONTRACTING OFFICER.

F. INSTALL SIGN TYPE C1 NEXT TO ALL FIRE

EXTINGUISHER CABINETS & WALL BRACKET

MOUNTED EXTINGUISHER AT 5'-0" AFF TO

CENTER OF SIGN.

G. ALL NEW SIGNAGE TO MATCH EXISTING

SIGNAGE OF SIMILAR TYPE.

SCALE: 3" = 1'-0"

6 SIGN TYPE C1

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

1 SIGNAGE FLOOR PLAN

SIGNAGE SCHEDULE

MARK SIGN TYPE MESSAGE - WORDING REMARKS

A1.01 A1 RIOS REINSTALLED EXISTING SIGN

A1.02 A1 SECURE AREA NEW SIGN

A1.03 A1 CBT/CPT EXISTING SIGNAGE TO REMAIN

A1.04 A1 SIM MOTION BAY EXISTING SIGNAGE TO REMAIN

A1.05 A1 MAINTENANCE OFFICE EXISTING SIGNAGE TO REMAIN

A1.06 A1 DEBRIEFING EXISTING SIGNAGE TO REMAIN

A1.07 A1 BRIEFING EXISTING SIGNAGE TO REMAIN

A1.08 A1 MAINTENANCE SUPPORT EXISTING SIGNAGE TO REMAIN

A1.09 A1 MAINTENANCE OFFICE NEW SIGN

A2.01 A2 MAINTENANCE SUPPORT NEW SIGN MOUNTED ON EXTERIOR

A2.02 A2 SIM MOTION BAY NEW SIGN MOUNTED ON EXTERIOR

C1.01 C1 REINSTALLED EXISTING SIGN

C2.01 C2 EMERGENCY EXIT ONLY EXISTING SIGNAGE TO REMAIN

C2.02 C2 EMERGENCY EXIT ONLY NEW SIGN

C2.03 C2 EMERGENCY EXIT ONLY NEW SIGN

0 2' 4' 8'

1/4" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"

3" 9"6"0

3" = 1'-0"

SHEET KEYNOTES X

1. EXISTING SIGNAGE TO REMAIN.

D.1D.1

B.1B.1

A.9

OPEN STORAGE SECRET

AREA PERIMETER

OPEN STORAGE SECRET AREA

PERIMETEROPEN STORAGE SECRET AREA

PERIMETER

OUTSIDE SECURE AREA

WALL

ELEVATION

INSIDE SECURE AREA

FIRESTOPPING OR

OTHER SUITABLE

SEALANT

NEOPRENE CONNECTOR (TYP) SIMILAR TO:

THREADED: MASON SAFEFLEX SFU OR EQUAL.

FLANGED: MASONFLEX SFEJ OR EQUAL.

Br oa dw ay

Ex ten sio n, Su ite

Ok lah om aC ity ,O

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D A

ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

M H

:\P R

3- B

rv t

FX101

LFOJME

JME LFO

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

1 FIRE SUPPRESSION PLAN

GENERAL NOTES

SECURE AREA ROOM SCHEDULE

NUMBER NAME NOTE

101 SIM MOTION BAY

102 COMPUTER ROOM

103 COMPRESSOR ROOM

205 MULTI-PURPOSE 1

209 CORRIDOR 1

210 RIOS 1

211 BRIEFING

212 DEBRIEFING

213 MAINT OFFICE

214 MAINT SUPPORT

311 COMM

A. EXISTING SPRINKLER SYSTEM PIPING

PENETRATING SECURE PERIMETER PARTITION

SHALL BE PROVIDED WITH NON-CONDUCTIVE,

FLEXIBLE CONNECTION INSIDE THE SECURE

PERIMETER ADJACENT TO PENETRATION IN

ACCORDANCE WITH DETAIL 2/FX101.

B. PENETRATIONS SHOWN BASED ON ASBUILT

INFORMATION AND MAY NOT BE INDICATIVE OF

ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL

VERIFY SIZE, QUANTITY, AND LOCATION OF ALL

SPRINKLER SYSTEM PIPING PENETRATIONS

THROUGH SECURE PERIMETER.

C. ALL MODIFICATIONS TO SPRINKLER SYSTEM PIPING

SHALL BE COMPLETED IN ACCORDANCE WITH THE

REQUIREMENTS OF UFC 3-600-01 AND NFPA 13.

SHEET KEYNOTES

1. 4" SPRINKLER SYSTEM PIPING PENETRATING

SECURE PERIMETER AT THIS LOCATION.

2. 2.5" SPRINKLER SYSTEM PIPING PENETRATING

SECURE PERIMETER AT THIS LOCATION.

3. 2" SPRINKLER SYSTEM PIPING PENETRATING

SECURE PERIMETER AT THIS LOCATION.

4. 1.5" SPRINKLER SYSTEM PIPING PENETRATING

SECURE PERIMETER AT THIS LOCATION.

5. 1.25" SPRINKLER SYSTEM PIPING PENETRATING

SECURE PERIMETER AT THIS LOCATION.

SCALE:NTS

2 SECURE AREA PENETRATION DETAIL

0 4' 8' 16'

1/8" = 1'-0"

NOTES:

1. RECONFIGURE SPRINKLER LAYOUT TO ACCOMMODATE

NEW PARTION OR OPERABLE PARTITION

CONFIGURATION.

1 2 3 4 5 6 7 8 9

D.1

B.1

A.9

OPEN STORAGE SECRET

AREA PERIMETEROPEN STORAGE SECRET

AREA PERIMETER 3

EXISTING FACP/ACU

OPEN STORAGE SECRET

AREA PERIMETER

FIRE ALARM AND MASS NOTIFICATION LEGEND

DESCRIPTIONSYMBOL

MONITOR MODULE

CONTROL MODULE; XX INDICATES

ASSOCIATED UNIT OR DEVICE

END OF LINE RESISTOR

FIRE ALARM CONTROL PANEL

TRANSIENT VOLTAGE SURGE

SUPPRESSOR

DESCRIPTIONSYMBOL

FIRE ALARM MANUAL PULL STATION

CEILING MOUNTED FIRE ALARM STROBE, CLEAR

LENS, MARKED FIRE, XX INDICATES CANDELA RATING

WALL MOUNTED FIRE ALARM STROBE, CLEAR LENS,

MARKED FIRE, XX INDICATES CANDELA RATING

FIRE ALARM/MASS NOTIFICATION SPEAKER

PHOTOELECTRIC SMOKE DETECTOR

CEILING MOUNTED MASS NOTIFICATION STROBE, AMBER

LENS, MARKED ALERT, XX INDICATES CANDELA RATING WATER FLOW SWITCH

TAMPER (SUPERVISORY) SWITCH

RELAY MODULE

TVSS

SMOKE DETECTOR FOR DUCT; XX

INDICATES ASSOCIATED UNIT

XX MASS NOTIFICATION STROBE - WALL

MOUNTED, XX INDICATES CANDELA RATING

FIRE DEPARTMENT KEY BOXKB

STARTER/DISCONNECT

LOCAL OPERATING CONSOLELOC

XXXX

MONACO RADIO ANTENNA

WALL MOUNTED FIRE ALARM/MASS NOTIFICATION

SPEAKER, WP INDICATES WEATHER PROOFWP

ASPIRATING SMOKE DETECTOR

MASS NOTIFICATION AUTONOMOUS

CONTROL UNIT

FIRE ALARM/MASS NOTIFICATION

TRANSCEIVER

Br oa dw ay

Ex ten sio n, Su ite

Ok lah om aC ity ,O

5.8

.29

|fs b-ae

.co m

D A

ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

M H

:\P R

3- B

rv t

FA101

LFOJME

JME LFO

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

1 FIRE ALARM & MASS NOTIFICATION PLAN

SECURE AREA ROOM SCHEDULE.

NUMBER NAME

101 SIM MOTION BAY

102 COMPUTER ROOM

103 COMPRESSOR ROOM

205 MULTI-PURPOSE

209 CORRIDOR

210 RIOS

211 BRIEFING

212 DEBRIEFING

213 MAINT OFFICE

214 MAINT SUPPORT

311 COMM

GENERAL NOTES

A. FIRE ALARM EQUIPMENT AND DEVICES SHOWN ARE

EXISTING UNLESS NOTED OTHERWISE.

B. NEWLY PROVIDED DEVICES SHALL BE

INCORPORATED INTO THE EXISTING FIRE ALARM &

MASS NOTIFICATION SYSTEM. FIRE ALARM & MASS

NOTIFICATION SYSTEM INPUT/OUTPUT FUNCTIONS

SHALL BE MODIFIED AS REQUIRED TO

ACCOMMODATE NEW FUNCTIONS. REFER TO

1/FA601.

C. FIRE ALARM EQUIPMENT AND DEVICES SHOWN

BASED ON ORIGINAL DESIGN DRAWINGS AND MAY

NOT BE INDICATIVE OF ACTUAL FIELD CONDITIONS.

CONTRACTOR SHALL FIELD VERIFY ALL

CONDITIONS AS REQUIRED.

D. PROVIDE FIRE ALARM MONITOR MODULES FOR

EACH ASPIRATING SMOKE DETECTORS AS

REQUIRED TO ANNUNCIATE LOW DETECTION

THRESHOLD, HIGH DETETCTION THRESHOLD, AND

TROUBLE CONDITIONS TO THE FIRE ALARM

SYSTEM.

E. ALL MODIFCATIONS TO THE EXISTING FIRE ALARM &

MASS NOTIFICATION SYSTEM SHALL BE

COMPLETED IN ACCORDANCE WITH UFC 3-600-01,

NFPA 70, AND NFPA 72.

SHEET KEYNOTES

1. AIR SAMPLING SMOKE DETECTOR FOR COMPUTER

ROOM SUBFLOOR, SAMPLING PORTS INSTALLED

BELOW RAISED FLOOR, AND ASSOCIATED FIRE

ALARM MONITOR MODULES FOR HIGH LEVEL

ALARM, LOW LEVEL ALARM, AND TROUBLE

CONDITION.

2. AIR SAMPLING SMOKE DETECTOR FOR COMPUTER

ROOM OCCUPIED SPACE, SAMPLING PORTS

INSTALLED AT CEILING LEVEL, AND ASSOCIATED

FIRE ALARM MONITOR MODULES FOR HIGH LEVEL

ALARM, LOW LEVEL ALARM, AND TROUBLE

CONDITION.

3. AIR SAMPLING SMOKE DETECTOR FOR SIM MOTION

BAY, SAMPLING PORTS INSTALLED AT CEILING

LEVEL, AND ASSOCIATED FIRE ALARM MONITOR

MODULES FOR HIGH LEVEL ALARM, LOW LEVEL

ALARM, AND TROUBLE CONDITION.

4. AIR SAMPLING SMOKE DETECTOR FOR COMM

ROOM, SAMPLING PORTS INSTALLED AT CEILING

LEVEL, AND ASSOCIATED FIRE ALARM MONITOR

MODULES FOR HIGH LEVEL ALARM, LOW LEVEL

ALARM, AND TROUBLE CONDITION.

5. AIR SAMPLING SMOKE DETECTOR FOR COMPUTER

ROOM SIMULATOR EQUIPMENT, PROVIDED BY

SIMULATOR MANUFACTURER. CONTRACT TO

PROVIDE ASSOCIATED FIRE ALARM MONITOR

MODULES FOR HIGH LEVEL ALARM, LOW LEVEL

ALARM, AND TROUBLE CONDITION.

6. FIRE ALARM CONTROL MODULE FOR INTERFACE TO

SECURITY SYSTEM CONTROL PANEL.

7. FIRE ALARM MANUAL PULL STATION ADJACENT TO

NEW DOOR.

8. FIRE ALARM MONITOR MODULE FOR EMERGENCY

EYEWASH STATION FLOW SWITCH.

9. RELOCATE EXISTING MONACO TRANSCEIVER

OMNIDIRECTIONAL ANTENNA ADJACENT TO FIRE

PROTECTION ROOM EXTERIOR TO BUILDING

CORNER AT GRIDLINE 1 & GRIDLINE E. WALL MOUNT

ANTENNA MOUNT KIT WITH ANTENNA AFFIXED TO 1"

MAST. ELEVATE ANTENNA 3 FEET ABOVE TOP OF

EVE. RUN ANTENNA CABLE IN 1" C. UP MAST AND

CONNECT TO ANTENNA. BOD WINEGARD PIPE

MOUNT KIT MODEL DS 3000. REUSE ANTENNA

LIGHTNING ARRESTOR KIT.

0 4' 8' 16'

1/8" = 1'-0"

ANNUNCIATION AT

LOCAL PANELS

TRANSMIT SIGNALS TO FIRE

DEPARTMENT/CENTRAL STATION

AUXILIARY

FUNCTIONS

NOTIFICATION

SIGNALS

A U

-V

U A

R E

R M

N B

Y P

T A

U D

-V

A L

U B

O N

B Y

P O

A U

-V

U A

P E

R V

R Y

N B

Y P

C O

M M

O N

U B

A L

P E

R B

C O

M M

O N

S U

P E

R V

R Y

N A

L P

E R

B U

C O

M M

O N

E A

M P

E R

B U

R E

E V

A C

U A

N A

U D

-V

A L

N A

O V

E R

E E

V A

C U

O N

U A

L S

A L

D U

G M

A S

S N

O N

A N

N O

U N

C E

M E

N T

A B C D E F G H I J

SYSTEM OUTPUTS

SYSTEM INPUTS

FIRE ALARMS

MANUAL FIRE ALARM PULL STATIONS

SPOT-TYPE SMOKE DETECTORS

DUCT SMOKE DETECTORS

WATERFLOW SWITCH-WET PIPE SPRINKLER SYSTEM WP-1

SUPERVISORY SIGNALS

VALVE TAMPER SWITCH

VALVE TAMPER SWITCH COVER

TROUBLE CONDITIONS

LOW BATTERY VOLTAGE

CIRCUIT FAULT

SUPERVISED COMPONENT FAILURE/TROUBLE

AC POWER FAILURE

MASS NOTIFICATION SYSTEM

MASS NOTIFICATION MIC/TAPED MESSAGE OUTPUT

LOC AHU SHUT DOWN SWITCH

X X X

X X

XXX

E P

U M

P R

U N

M A

S S

N O

C A

N S

Y S

O P

E R

O N

S H

U T

D O

W N

A S

S O

H V

A C

U N

Y M

A S

S N

O N

A U

-V

U A

L S

A L

K L M N O P Q R S T

E P

U M

F P

E P

U M

P P

H A

S E

R E

V E

R S

A L

M P

S O

FIRE PUMP SET

FIRE PUMP MOTOR RUNNING

FIRE PUMP LOSS OF PHASE

FIRE PUMP PHASE REVERSAL

FIRE PUMP LOSS OF 480V POWER

X X

G S

Y S

P O

W E

R S

O U

R C

E S

H U

W N

ASPIRATING SMOKE DETECTION - HIGH LEVEL DETECTION THRESHOLD X5

ASPIRATING SMOKE DETECTION - LOW LEVEL DETECTION THRESHOLD9

X X X

A L

R M

G S

Y S

O P

E R

R S

WATERFLOW SWITCH-WET PIPE SPRINKLER SYSTEM WP-2 X X

X X X

A C

E A

M /S

E C

U R

S Y

E R

Y C

O N

L M

O D

NOTE: INPUT/OUTPUT MATRIX INDICATIVE OF ALL FUNCTIONS OF EXISTING FIRE ALARM/MASS NOTIFICATION SYSTEM. SYSTEM FUNCTIONALITY LISTED IS INCLUSIVE OF FUNCTIONS NOT NECESSARILY INCLUDED IN THIS SCOPE OF WORK. VERIFY AND MAINTAIN PREVIOUS FUNCTION WHILE ADDING NEW FUNCTIONS REQUIRED BY THIS SCOPE.

EMERGENCY EYEWASH OPERATION X X

16 ASPIRATING SMOKE DETECTION - TROUBLE XX

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Ok lah om aC ity ,O

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ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

M H

:\P R

3- B

rv t

FA601

LFOJME

JME LFO

SCALE:NTS

1 FIRE ALARM & MASS NOTIFICATION INPUT/OUTPUT MATRIX

INSTRUCTOR'S

OPEN OFFICE

MULTI-PURPOSE

ADMIN

SITE MGR

COR OFFICE

LMPTT ROOM

COMPUTER

ROOM

SIM MOTION

BAY

COMPRESSOR

ROOM

ELEC

COMM

MECH

MAINT

SUPPORT

DEBRIEFING

MAINT

OFFICE

CORRIDOR

BRIEFING

RIOS

FIRE PROT

CBT/CPT

WOMENS

305B

MENS

305A

COPY

STOR

206B

STOR

206A

BREAK

JAN

A.9

1 8 9

B.1

2 3 4 5

D.1

6 7

COORDINATE LOCATION

AND TERMINATION OF

BREATHING AIR DROP

WITH FLIGHT SIMULATOR

EQUIPMENT PROVIDER

DEMO EXISTING BREATHING

AIR PIPING AND REPLACE

WITH NEW 1/4" STAINLESS

STEEL.

EXISTING 3/4"

COLD WATER

4 4

EXISTING 3/4"

COLD WATER

3/4"

1 1/2"

DRAIN

AFF

FLOOR

UNION, TYPICAL

1. BREATHING AIR PIPING SHALL BE

SUBMITTED UNDER SPECIFICATION

NUMBER 226113. THE SYSTEM

PROVIDED WILL BE A TURNKEY

SOLUTION WHICH INCLUDES ALL

PIPING AND COMPONENTS AS

INDICATED BY DETAIL 2/M-501. THE

SYSTEM SHALL PROVIDE GRADE E

QUALITY BREATHING AIR TO THE

SIMULATOR. STAINLESS STEEL PIPING

PROVIDED DOWNSTREAM OF THE

REGULATOR SHALL BE RATED FOR

GRADE E BREATHING AIR AND A

MINIMUM OF 500 PSIG. FITTINGS SHALL

BE SWAGELOK OR APPROVED EQUAL.

2. ROUTE ALL DRAIN LINES TO NEAREST

FLOOR DRAIN AND DISCHARGE THRU

AIR GAP.

3. COORDINATE LOCATION OF

EQUIPMENT WITH EXISTING FLOOR

DRAINS, CLEANOUTS, ETC.

PACKAGED BREATHING

AIR SYSTEM, SET TO

CYCLE BETWEEN 3000

AND 4000 PSIG

NEW 1/4" STAINLESS STEEL BREATHING AIR PIPING, VALVE AND CAP INSIDE

COMPRESSOR ROOM FOR FUTURE COMPRESSED AIR SYSTEM. REFER TO 1/P-101

FOR CONTINUATION.

ISOLATION VALVE, TYPICAL

CGA-347 VALVE (TYPICAL OF 2)

UN ISO 4500 PSIG STORAGE CYLINDER,

SECURE TO WALL WITH WALL MOUNT

TRACK AND CYLINDER CLAMPS

0-7500 PSIG, 2 1/2" GAUGE FACE (INPUT/STORAGE PRESSURE)

FULLY ADJUSTABLE REGULATOR

(SET TO 300 PSIG)

NOTES:

1/4"

0-600 PSIG, 2 1/2" GAUGE FACE (REGULATED PRESSURE)

BALANCE OF PIPING, AIR COMPRESSOR, AND ALL ASSOCIATED VALVES AND

EQUIPMENT TO BE INSTALLED AT LATER DATE BY OWNER.

FLOOR

UNION (TYP)

Y-STRAINER (100 MESH)

80°F

BRADLEY MODEL S19224B WALL MOUNT EYEWASH WITH STAINLESS STEEL BOWL

ROUTE 1 1/2" DRAIN TO FLOOR DRAIN IN ROOM 103, REFER TO PLAN

KELTECH HL SERIES TANKLESS

WATER HEATER, 480V 3 PHASE

18 KW WITH NEMA-1 ENCLOSURE

AND Y-STRAINER

BRADLEY S19-2000 THERMOSTATIC MIXING

VALVE WITH COLD WATER BYPASS, DIAL

THERMOMETER AND WALL MOUNTING

BRACKET, SET TO 75° F

C W

REFER TO PLAN

3/4"

1. COORDINATE LOCATION OF EQUIPMENT

WITH STRUCTURAL BRACING.

3/4"

NOTES:

BRADLEY S19-324E EMERGENCY

SIGNALING SYSTEM, CONNECT

TO EMCS. EYEWASH OPERATION

SHALL SHALL BE MONITORED BY

FIRE ALARM SYSTEM, REFER TO

FA101.

Br oa dw ay

Ex ten sio n, Su ite

Ok lah om aC ity ,O

5.8

.29

|fs b-ae

.co m

D A

ITE

FIS

ICE

KIN

,R I

D rd

T W

B- 3-

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

H :\P

R J\

\0 3-

\0 6-

Pl bg

_P lb g.

rv t

P-101

O R

RRSWBB

WBB RRS

SCALE: 3/16" = 1'-0"

1 GROUND FLOOR PLUMBING PLAN

SHEET KEYNOTES

1. PACKAGED BREATHING AIR COMPRESSOR SYSTEM,

BAUER MODEL NUMBER mVT8-E3. 5000 PSIG, 8.4

CFM CHARGING RATE, THREE STAGE

COMPRESSOR, 7.5 HP 3 PHASE/460 VOLT MOTOR

WITH STARTER. PLC BASED CONTROLLER WITH

PROGRAMMABLE PARAMETERS TO CUSTOM SET

OPERATION FOR IDEAL SITUATION, P2 SECURUS

ELECTRONIC MOISTURE MONITORING SYSTEM

PROCESSES 67,000 CUBIC FEET OF AIR BETWEEN

CARTRIDGE CHANGES, AUTOMATIC CONDENSATE

DRAIN WITH COLLECTION RESERVOIR, HIGH

TEMPERATURE AND LOW OIL PRESSURE SWITCH

WITH FAULT NOTIFICATION AND SHUTDOWN, UL

LISTED ELECTRICAL ASSEMBLY WITH NEMA 4

ENCLOSURE, PRESSURE SWITCH FOR AUTOMATIC

START/STOP CONTROL, EMERGENCY STOP

BUTTON. PROVIDE OPTIONAL CO MONITOR. REFER

TO 2 / P-101.

2. VALVE AND CAP NEW BREATHING AIR PIPING

INSIDE COMPRESSOR ROOM. REFER TO 2 / P-101

FOR PIPING AT BREATHING AIR SYSTEM.

3. EXTEND 3/4" COLD WATER THROUGH BALL VALVE

TO HUMIDIFIER CONNECTION ON MECHANICAL UNIT.

4. DEMO EXISTING COLD WATER SERVING

MECHANICAL UNITS WHICH ARE BEING RELOCATED.

5. STORAGE CYLINDER SECURED TO WALL.

6. DISCHARGE DRAIN FROM EYEWASH TO FLOOR

DRAIN THROUGH AIR GAP.

7. EMERGENCY EYEWASH, REFER TO 3 / P-101.

8. THERMOSTATIC MIXING VALVE, REFER TO 3 / P-101.

9. TANKLESS WATER HEATER, REFER TO 3 / P-101.

SCALE:NTS

2 BREATHING AIR PIPING SCHEMATIC

SCALE:NTS

3 EMERGENCY EYEWASH PIPING SCHEMATIC

4' 12'8'0

3/16" = 1'-0"

D.1D.1

B.1B.1

ELEC

EMM ROOM

1 1

VTRAT

BRIEFING

MAINT OFFICE

SIM MOTION BAY

COMM

MECH

MAINT SUPPORT

COMPUTER ROOM

CRAC-04CRAC-03

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

D A

ITE

D S

S P

Y &

FIS

L O

ICE

, N

N, RI

T W

B -3

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

M H

:\P R

3- B

5- M ec h\

0_ M ec h.

rv t

MD101

KJWRRS

RRS RRS

SCALE: 3/16" = 1'-0"

1 MECHANICAL DEMOLITION PLAN

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS PRIOR TO STARTING WORK.

SHEET KEYNOTES

1. REMOVE AND RELOCATE EXISTING CRAC UNIT

TO LOCATIONS SHOWN ON MH101. DISCONNECT

POWER, DRAINAGE AND CHILLED WATER.

2. CAP EXISTING PIPING WHERE REMOVED AND

REINSULATE AS REQUIRED.

3. DEMOLISH EXISTING PIPING AND INSULATION AS

REQUIRED TO ACCOMODATE NEW FLEXIBLE

CONNECTION.

4. DEMOLISH EXISTING DUCTWORK AS INDICATED

TO ACCOMODATE NEW SECURE DUCT

PENETRATION.

5. REMOVE AND RELOCATE EXISTING VAV BOX TO

LOCATION SHOWN ON MH101.

6. REMOVE AND RELOCATED EXISTING HUMIDIFER

DISPSERSION GRID TO LOCATION INDICATED ON

MH101.

7. DEMOLISH EXISTING FIRE DAMPER AND

DUCTWORK AS INDICATED

8. REMOVE AND RELOCATE EXISTING RETURN AIR

GRILLE WHERE LOCATED ON MH101.

9. DEMOLISH EXISTING DUCTWORK AS INDICATED.

D.1D.1

B.1B.1

A.9A.9

M-401

22"x20" 24"x24"

22"x20"22"x20"

8"x8"

24"x24"

22"x20"

8"ø

30"x30"

46"x20"

24"x24"

6"x10"

TYP.

BRIEFING

RIOS

210CBT/CPT

DEBRIEFING

MAINT

OFFICE

COMPUTER

ROOM

SIM MOTION

BAY

COMPRESSOR

ROOM

ELEC

COMM

MECH

MAINT

SUPPORT

A-6

B-2

FCU-01

12"x14"

L-11

16"x16"

L-12

B-2

400 CFM

B ro ad wa y E xte ns ion

, S uit e 5

Ok lah om a C ity , O

5.8

.29

| f sb -a e.c om

D A

ITE

D S

S P

Y &

FIS

L O

ICE

, N

N, RI

T W

B -3

DRAWING NO.

TWLR182167

P R

C T

S U

B M

V E

MAJ. KATHLEEN MAHONEY

PROJECT NO.

BASE ENGINEER:

NOVEMBER 12, 2018

DATE:

DRAWN BY:

S H

S A F E

B C E

U S E R

E N V

C O O R D

O N

N A

R E S

S E C U R

C O M M

R E V

M A R K

D A

CHECKED BY:

APPROVED BY:DRAWN BY:

HO P E

STATE OF

RHODE IS L AND

GARY W. JAMES

No. 10167

REGISTERED

PROFESSIONAL ENGINEER

MECHANICAL

M H

:\P R

3- B

5- M ec h\

0_ M ec h.

rv t

MH101

KJWRRS

RRS RRS

SCALE: 3/16" = 1'-0"

1 HVAC PLAN

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS PRIOR TO STARTING WORK.

SHEET KEYNOTES

1. PROVIDE DUCT PENETRATION DETAIL FOR

SECURE AREA IN ACCORDANCE WITH DETAIL 2,

M-501.

2. PROVIDE DUCT PENETRATION DETAIL FOR

SECURE AREA IN ACCORDANCE WITH DETAIL 3,

M-501.

3. PROVIDE DUCT PENETRATION DETAIL FOR

SECURE AREA IN ACCORDANCE WITH DETAIL 4,

M-501.

4. PROVIDE DUCT PENETRATION DETAIL FOR

SECURE AREA IN ACCORDANCE WITH DETAIL 5,

M-501.

5. PROVIDE DUCT PENETRATION DETAIL FOR

SECURE AREA IN ACCORDANCE WITH DETAIL 6,

M-501.

6. RELOCATED HUMIDIFIER DISPERSION GRID.

7. RELOCATED RETURN GRILLE, BALANCE TO

AIRFLOW INDICATED.

8. RELOCATED VAV BOX. REBALANCE VAV BOX

FOR 135 CFM MAXIMUM FLOW AND 90 CFM

MINIMUM AND HEATING FLOW.

9. 16 PERFORATED FLOOR TILES FOR RAISED

FLOOR. COORDINATE LOCATIONS WITH FLIGHT

SIMULATOR PROVIDER. SELECTION BASED ON

TATE PERF 800 AIR FLOW PANEL WITH 560 CFM

AT 0.07" W.C. PRESSURE DROP. IF ALTERNATE

MANUFACTURER PROVIDED, LIMIT PRESSURE

DROP TO SAME AS DESIGN AND PROVIDE MORE

PERFORATED FLOOR TILES AS REQUIRED.

10. BALANCE EXISTING VAV BOX TO 200 CFM

MAXIMUM FLOW AND 90 CFM MINIMUM AND

HEATING FLOW.

11. INSTALL FAN COIL UNIT IN ACCORDANCE WITH

DETAIL 7, M-501.

12. OPPOSED BLADE CONTROL DAMPER.

SDSD

D.1D.1

B.1B.1

A.9A.9

1 1/2"

3/4"

HWR

3/4"

HWS

DEBRIEFING

BRIEFING

RIOS

CORR…

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