Attch 2 CP1033059 Drawings Rev 01 (dated 24 Mar 2020).pdf

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90918

Tully Street

Kissam Street

M A

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Downs Road

W alkup W ay

Marti n L ut he r 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

US98

Tully Street

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

US98

Howie Walters W ay

Lielmanis Avenue

US98

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

Corlew Road

McMillan Street

US98

W e av er

A v e nu e

Schmauss Lane

Hume Drive

Clark Road

Gelshlager Street

Whitbeck Street

C a m p ai g n e

S tr ee t Purcell Drive

C o d y A v enu e

US98

Independence Road

O 'N e il

A ve n u e

US98

McIntosh Court

Hume Drive

Harrison Drive

Acha Drive

H u m e

D ri v e

Walters Drive

Hodges Street

Lewis Drive

Hume Drive

Galvan Street

Bland Street

Hume Drive

Grimm Lane unk unk

Tully Street

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

BASE MAP

NORTH

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

HARTSON S

TREET

IN

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C E R

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EXISTING BUILDING

90063

PROJECT SITE

CONTRACTOR

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

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505 CTS BUILDING 90063 RENOVATION

HURLBURT FIELD, FLORIDA

CP1033059

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-101 LIFE SAFETY PLAN

DEMOLITION

D-101 DEMOLITION PLAN

D-150 REFLECTED CEILING PLAN - DEMOLITION

ARCHITECTURAL

A-002 SYMBOLS AND ABBREVIATIONS

A-101 ARCHITECTURAL SITE PLAN

A-110 FLOOR PLAN - NEW WORK

A-111 FLOOR PLAN - DIMENSIONS & RESTROOMS

A-150 REFLECTED CEILING PLAN - NEW WORK

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 RAMP AND SCREEN WALL DETAILS

A-402 CASEWORK ELEVATIONS & SECTIONS

A-450 FOLDING PARTITION SYSTEM DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-602 DOOR AND SECTION DETAILS

INTERIOR

I-101 FINISH PLAN

I-102 SIGNAGE AND CORNER GUARD PLAN AND DETAILS

I-601 FINISH SCHEDULE AND DETAILS

FIRE PROTECTION

FA101 FIRE ALARM SYSTEM PLAN

F-001 GENERAL FIRE PROTECTION INFORMATION

F-002 GENERAL FIRE PROTECTION INFORMATION

FX101 FIRE PROTECTION SITE PLAN

FX102 FLOOR PLAN - NEW WORK - FIRE PROTECTION

PLUMBING

P-101 PLUMBING DEMOLITION PLAN

P-102 FLOOR PLAN - PLUMBING - WASTE

P-103 FLOOR PLAN - PLUMBING - WATER

P-104 LIMITS OF SAW CUTTING

P-401 ENLARGED PLUM FLOOR PLANS - WASTE & WATER

P-502 WASTE WATER DIAGRAM

P-601 PLUMBING SCHEDULES, LEGEND AND DETAILS

MECHANICAL

M-001 GENERAL MECHANICAL INFORMATION

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

MD101 FLOOR PLAN - DEMOLITION - HVAC

MH201 OVERALL MECHANICAL NEW WORK PLAN

MH202 HVAC NEW WORK PLAN

MH203 HVAC NEW WORK PLAN

MI701 HVAC SEQUENCE OF OPERATIONS

MI702 HVAC SEQUENCE OF OPERATIONS

MI703 HVAC SEQUENCE OF OPERATIONS

ELECTRICAL

E-001 LEGEND, GENERAL NOTES

E-002 POWER RISER DIAGRAMS

E-003 LIGHTING FIXTURE SCHEDULE, DETAILS

E-004 SECURITY/EMERGENCY LTG./GROUNDING DETAILS

E-005 PANEL SCHEDULES

E-006 ELECTRICAL DEMOLITION SITE PLAN

E-007 ELECTRICAL NEW WORK SITE PLAN

E-008 ELECTRICAL METER DETAILS

E-009 ELECTRICAL METER DETAILS

E-101 ELECTRICAL DEMOLITION PLAN

E-102 LIGHTING PLAN

E-103 POWER PLAN

E-104 SECURITY SYSTEMS PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS NOTES AND DETAILS

T-002 TELECOMMUNICATIONS DETAILS

T-003 TELECOMMUNICATIONS DETAILS

T-101 COMMUNICATIONS PLAN

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XA XB XC XD XE XF

X1

X2

X3

X4

X5

X6

X7

X8

X9

XA.9 XE.1

FIRE RISER

T R

A V

E L

D

IS

T A

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E : 7

7'

C O

M M

O N

P A

T H

O F

T R

A V

E L:

0'

T R

A V

E L

D

IS

T A

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E : 5

7'

T R

A V

E L

D

IS

T A

N C

E : 8

7'

C O

M M

O N

P A

T H

: 2 9'

TRAVEL DISTANCE: 65'

D E

A D

E N

D : 1

4'

R A

M P

FOLDING WALL

INTEGRAL DOOR

OPERATIONS

ROOM A

OPERATIONS

ROOM B

OPERATIONS

ROOM C

MECH./ELEC.

MEN

WOMEN

105LACT.

BREAKROOM

OFFICE

CORR.

COMM RM.

COMM RM.

MECH.

VESTIBULE

FEC

FEC

FEC

LIFE SAFETY DATA - INTERNATIONAL

BUILDING CODE 2018 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA) LIFE SAFETY CODE 101, 2018 EDITION

OCCUPANCY CLASSIFICATION: NFPA 101, 2018 - BUSINESS/CONCENTRATED BUSINESS

CONSTRUCTION TYPE: NFPA 101, 2018 - TYPE IIB SPRINKLERED

FIRE RESISTANCE: NFPA 101, 2018 - NONE REQUIRED FOR FRAME, BEARING WALLS OR PARTITIONS

PLUMBING FIXTURE COUNT:

PLUMBING FIXTURE COUNT: (IBC - PLUMBING CHAPTER 4)

112 TOTAL OCCUPANTS

75/25 RATIO MEN / WOMEN (AS PROVIDED BY GOVERNMENT) = 84 MEN AND 28 WOMEN

WATER CLOSETS: 1/25 FOR FIRST 50, THEN 1/50

MEN: 3 WC (2 + 1 URINAL PROVIDED)

WOMEN: 2 WC (2 PROVIDED)

LAVATORIES: 1/40 FOR FIRST 40, THEN 1/80

MEN: 2 LAVATORIES (2 PROVIDED)

WOMEN: 1 LAVATORY (1 PROVIDED)

SERVICE SINK: 1 REQUIRED

1 PROVIDED

DRINKING FOUNTAIN: 1 REQUIRED

1 PROVIDED

LACTATION ROOM WITH SINK REQUIRED PER UFC 1-200-01

MEANS OF EGRESS:

OCCUPANT LOAD:

TOTAL: 112 OCCUPANTS

BUSINESS CONCENTRATED (1:50) = 4759 SF / 50 GSF = 96 OCCUPANTS

BUSINESS (1:100) = 298 SF / 100 GSF = 3 OCCUPANTS

STORAGE/MECHANICAL (1:300) = 650 SF / 300 GSF = 3 OCCUPANTS

BREAKROOM (1:15) = 119 SF / 15 GSF = 8 OCCUPANTS

RESTROOM/CIRCULATION (1:150) = 290 SF / 150 GSF = 2 OCCUPANTS

EGRESS WIDTH: 0.2 IN./PERSON (NFPA 101: TABLE 7.3.3.1) 14" REQUIRED

PROVIDED FROM EACH SPACE WITH 36" WIDE, 34" CLEAR DOORS

NUMBER OF EXITS: (NFPA 101: 7.4.1.2 & 39.2.4.3) 2 EXITS REQUIRED

2 PROVIDED

LARGEST PARTITIONED AREA: 2495 SF / 50 = 50, SINGLE EXIT ALLOWED

2 PROVIDED

SMALLER PARTITIONED AREAS: SINGLE EXIT ALLOWED

SINGLE EXIT PROVIDED

TRAVEL DISTANCE:

COMMON PATH OF TRAVEL: 100' MAX. (NFPA 101: 39.2.5.3.1)

50' MAX - COMPLIES

MAXIMUM TRAVEL DISTANCE TO EXIT: 300' MAX. (NFPA 101: 39.2.6.3)

87' - COMPLIES

DEAD END: 50' MAX. (NFPA 101: 39.2.5.2)

14' - COMPLIES

RAMPS:

1:12 SLOPE (NFPA 101: 7.2.5.3)

WIDTH 44" MIN. - 44" PROVIDED

LANDING LENGTH 60" MIN. (NFPA 101: 7.2.5.4.2(4)) - 60" PROVIDED

HANDRAILS EXTEND 12" HORIZONTALLY AT LANDINGS

LIFE SAFETY LEGEND

1 HOUR FIRE RATED WALL

(WHERE INDICATED) - (EXISTING

TO REMAIN)

EXIT PATH WITH TOTAL TRAVEL

DISTANCE AND DIRECTION OF TRAVEL.

TRAVEL

DISTANCE: XX'

3/4 HR FIRE RATING REQUIREMENT OF

BUILDING ELEMENT

EXIT SIGN (SHADED REGION

INDICATES LIGHTED SIDE)

ROOM NAME / NUMBER DESIGNATION

ROOM NAME

PORTABLE FIRE EXTINGUISHER.

REGULAR DRY CHEMICAL (SODIUM

BICARBONATE BASED)

FIRE EXTINGUISHER UL RATED 10-B.C

10LB NORMAL CAPACITY.

ENAMELED-STEEL CONTAINER.

FE1

FIRE EXTINGUISHER CABINET (SEMI-

RECESSED) WITH FE1 PORTABLE

FIRE EXTINGUISHER.

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DESIGNED BY:

DATE:

90063

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

1 LIFE SAFETY PLAN

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

0 4' 8' 16'

PLAN

NORTH

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FIRE RISER

OFFICE MECH./ELEC.

COMM RM.

CORR.

VESTIBULE

MECH.

COMM RM.

REMOVE EXISTING PAD AND

PREP AREA FOR NEW RAMP

REMOVE EXISTING

DOOR AND FRAME

REMOVE EXISTING

PARTITION WALL

COMPLETE, TYP.

REMOVE EXISTING

DOOR AND FRAME

COMPLETE, TYP.

REMOVE EXISTING

PARTITION WALL

COMPLETE, TYP.

REMOVE EXISTING DOOR AND

FRAME COMPLETE, TYP.

D-101

REMOVE PORTION OF

EXISTING PARTITION WALL 5" 7'-2" 5"

13'-11" 9'-3"

REMOVE EXISTING

DOOR AND FRAME REMOVE ALL EXISTING

FLOOR FINISHES AND PREP

EXISTING CONCRETE SLAB

FOR NEW FINISHES

(TYPICAL THROUGHOUT)

REMOVE EXISTING

DOOR AND FRAME

REMOVE EXISTING

SHRUBBERY TO ALLOW FOR

NEW RAMP AND SIDEWALK

SAWCUT (AND REPAIR)

SLAB AS REQUIRED TO

ALLOW NEW PLUMBING

LINES - SEE PLUMBING

DRAWINGS

DEMO WALL TO ALLOW NEW FIRE ALARM

AND SECURITY EQUIPMENT, PATCH TO

MATCH ADJACENT AND PAINTDEMO WALL TO ALLOW NEW FIRE ALARM

AND SECURITY EQUIPMENT, PATCH TO

MATCH ADJACENT AND PAINT, SEAL

EXTERIOR WALL AROUND BOXES

DEMO WALL TO ALLOW NEW FIRE ALARM AND SECURITY

EQUIPMENT, PATCH TO MATCH ADJACENT AND PAINT,

SEAL EXTERIOR WALL AROUND BOXES

CUT GYPSUM

WALLBOARD TO

ALLOW NEW

FURRING FOR

MONITORS

CUT GYPSUM WALLBOARD

TO ALLOW NEW FURRING

FOR MONITORS

BLANK OFF EXISTING RETURN

AIR LOUVERS AT DOORS (SEE

MD101) AND REMOVE (1)

LOUVER ABOVE DOORS

REMOVE EXISTING LOUVERS

AT MECHANICAL ROOM AND

DEMO WALL AS REQUIRED

FOR NEW LOUVER -- SEE

MECHANICAL DRAWINGS

CUT GYPSUM WALLBOARD

TO ALLOW NEW FURRING

FOR MONITORS

CUT GYPSUM WALLBOARD

TO ALLOW NEW FURRING

FOR MONITORS

REMOVE AND REPLACE WINDOW IN KIND,

REPAIR WATER DAMAGED SILL, GYPSUM, ETC.

REMOVE (5) UNITS (SEE MD101), REMOVE

LOUVERS (LOW & HIGH) INSIDE ROOM,

PATCH WALL TO MATCH ADJACENT

REMOVE EXISTING

DOOR AND FRAME

REMOVE EXISTING WALKOFF

MAT - PREP SURFACE FOR

CONCRETE, ENSURE MIN. 1"

DEPTH FOR NEW CONCRETE

REMOVE VENT AT ROOF

DEMO EXISTING LOW WALL

AT HVAC ENCLOSURE

DEMO WALL ABOVE FOR NEW MECHANICAL LOUVER

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR,

FRAME AND HARDWARE

REMOVE EXISTING

CONSTRUCTION (AS INDICATED

WITH DASHED LINES)

EXISTING CONSTRUCTION TO

REMAIN (AS INDICATED WITH

LIGHT SOLID LINES)

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION

ROOM

NAME

XD XE

X2

X3

REMOVE EXISTING EWC,

PREP EXISTING PIPING TO RECEIVE

NEW MOP SINK INSTALLATION

NOTE:

ALL EXISTING TOILETS, URINAL,

LAVATORIES AND TOILET

PARTITIONS TO BE REMOVED --

REFER TO PLUMBING DRAWINGS

FOR RE-USE OF EXISTING LINES FOR

NEW FIXTURES

REMOVE EXISTING PARTITION

WALL COMPLETE, TYP.

REMOVE EXISTING DOOR AND

FRAME COMPLETE, TYP.

REMOVE PORTION OF

EXISTING PARTITION WALL

DEMOLISH WALL TO ALLOW ACCESS

TO INSTALL NEW PLUMBING AND

FIXTURES

SAWCUT (AND REPAIR) SLAB

AS REQUIRED TO ALLOW

NEW PLUMBING LINES - SEE

PLUMBING DRAWINGS

REMOVE EXISTING TILE/MUD BED AND

PREP SURFACES FOR CONCRETE,

ENSURE MIN. 1" DEPTH FOR NEW

CONCRETE

1. THE GOVERNMENT WILL REMOVE COMPUTERS, COPIERS AND

COMMUNICATION RACKS PRIOR TO THE BUILDING DEMOLITION.

CONTRACTOR TO REMOVE ALL FURNITURE, COMMUNICATION

CABLES, POWER POLES AND ELECTRICAL CONDUIT AND WIRING

NOT BEING REUSED.

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.

6. REMOVE ALL EXISTING FLOOR FINISHES INCLUDING GROUT

AND ADHESIVE RESIDUE, AND PREP EXISTING CONCRETE SLAB

FOR INSTALLATION OF NEW FLOOR FINISHES.

7. FLOOR FINISHES TO BE REMOVED INCLUDING CARPET IN MAIN

AREA, VCT AND CERAMIC TILE IN RESTROOMS, VESTIBULE AND

CORRIDORS.

DEMOLITION NOTES

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DRAWN BY:

DESIGNED BY:

DATE:

90063

D-101

3/24/2020

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1 FLOOR PLAN - DEMOLITION

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

0 4' 8' 16'

1/4" = 1'-0"D-101

2 ENLARGED FLOOR PLAN - DEMOLITION

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

0 2' 4' 8'

PLAN

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PLAN

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XD

XD

XE XF

X1

X2

X3

X4

X5

X6

X7

X8

X9

XA.9 XE.1

REMOVE ALL EXISTING

CEILINGS AND LIGHT

FIXTURES, TYP.

REMOVE ALL EXISTING

CEILINGS AND LIGHT

FIXTURES, TYP.

NOTE:

REMOVE ALL EXISTING

INTERIOR CEILINGS AND

LIGHT FIXTURES UNLESS

OTHERWISE NOTED.

EXTERIOR SOFFITS TO

REMAIN.

REMOVE EXISTING

CABLE TRAY, COMPLETE

REMOVE EXISTING

CABLE TRAY, COMPLETE

DEMO EXISTING SOFFIT AS REQUIRED

FOR NEW MECHANICAL LOUVER, SEE

MECHANICAL DRAWINGS

GRAPHIC LEGEND

DEMO CEILING

REMOVE EXISTING 2x4 LIGHTING

FIXTURE, SEE ELECTRICAL

DRAWINGS

REMOVE EXISTING CEILING FIXTURE,

SEE ELECTRICAL DRAWINGS

REMOVE EXISTING LIGHTING FIXTURE,

SEE ELECTRICAL DRAWINGS

REMOVE EXISTING CABLE TRAY,

SEE ELECTRICAL DRAWINGS

1. IN COMPUTER ROOMS WHERE CEILING HEIGHT IS BEING RAISED,

EXTEND WALL FRAMING AND GYPSUM WALL BOARD TO MINIMUM 3"

ABOVE THE NEW CEILING HEIGHT

2. REFER TO DETAILS FOR CEILING CONDITION AT FOLDING

PARTITIONS.

3. REFER TO ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR

ROUTING OF ALL ELECTRICAL AND DATA. REMOVE ALL UNUSED

ELECTRICAL AND COMMUNICATIONS LINES ABOVE CEILING.

4. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILING AT

LOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING,

MECHANICAL, AND ELECTRICAL COMPONENTS.

5. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND

MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES

UNLESS NOTED OTHERWISE.

REFLECTED CEILING NOTES

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DRAWN BY:

DESIGNED BY:

DATE:

90063

D-150

3/24/2020

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1 REFLECTED CEILING PLAN - DEMOLITION

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

0 4' 8' 16'

PLAN

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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

A

A

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHOLORIDE

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

SUPP SUPPORT / SUPPER

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

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DRAWN BY:

DESIGNED BY:

DATE:

90063

A-002

3/24/2020

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NEW ADA RAMP

EXISTING CONCRETE-

ENCASED SANITARY

SEWER LINE BENEATH

EXISTING BUILDING NOT

TO BE DISTURBED

EXISTING

BUILDING

90063

HARTSO

N S

TREET

INDEPENDENCE RO

AD

REMOVE ELECTRICAL ITEMS AT

EXISTING STORAGE BUILDING,

SEE ELECTRICAL DRAWINGS

FOR ELECTRICAL DEMO

VEGETATIO

N LIN

E

EXISTING

ASPHALT DRIVE

EXIS

TIN

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H (3 ) S

TRANDS B

ARBED W

IR

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ANTENNA SITE

EXISTING COVERED

PAVILION TO REMAIN

90062

90021

99044 99146

EXISTING SIDEWALK

TO REMAIN

NEW PAD & SIDEWALK

TO PICNIC SHELTER

DEMO WALL AND REMOVE

MECHANICAL UNITS, SEE MD101REMOVE UNITS,

SEE MD101

NEW CONCRETE PAD

CONTRACTOR LAYDOWN AREA

EXISTING BUILDINGS TO REMAIN

(FOR LATER RELOCATION BY

GOVERNMENT)

REMOVE MECHANICAL

UNITS, SEE MD101

NEW MASONRY/EIFS SCREEN

WALL AND CONCRETE PADS

FOR NEW MECHANICAL

SEE ELECTRICAL DRAWINGS

FOR ELECTRICAL SITE WORK

SEE ELECTRICAL DRAWINGS

FOR ELECTRICAL SITE WORK

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-101

3/24/2020

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1" = 20'-0"A-101

1 ARCHITECTURAL SITE PLAN

SCALE: 1" = 20'-0"

0 10' 20' 40'

NORTH

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A-201

A-201

A-201

A-201

XA XB XC XD XE XF

X1

X2

X3

X4

X5

X6

X7

X8

X9

XA.9 XE.1

LACT.

BREAKROOM

WOMEN

MEN

FIRE RISER

OFFICE

MECH./ELEC.

OPERATIONS

ROOM B

OPERATIONS

ROOM C

OPERATIONS

ROOM A

COMM RM.

CORR.

VESTIBULE

MECH.

COMM RM.

A-301

102 105

100B

113 115

JAN.

2 2

1A 1B

1B

A-301

A-401

ELEV

+1'-0" A.F.F.

ELEV

+1'-0" A.F.F.

ELEV

+1'-0" A.F.F.

+1'-0" A.F.F.

ELEV

EWC

S

REF

33 33

NEW FOLDING PANEL

PARTITION SYSTEM

A-450

A-450 2

INTEGRAL INSET

DOOR, TYP.

WORK CONSOLE,

TYP. (GF/GI)

WORK CONSOLE,

TYP. (GF/GI)

WORK CONSOLE,

TYP. (GF/GI)

M

M

M

M

M

M

M

M

M

M

M M

M

M

M

M

INFILL COMPLETE TO

MATCH EXISTING WALL

INFILL COMPLETE TO

MATCH EXISTING WALL

100A

CA

CA

CA

INSTALL NEW

DOOR TO ENABLE

CONCEALED

HARDWARE

INFILL COMPLETE TO

MATCH EXISTING WALL

A-450

A-111

PATCH TO MATCH ADJACENT AND

PAINT TO ALLOW NEW FIRE ALARM

AND SECURITY EQUIPMENT

AT NEW FIRE ALARM AND SECURITY EQUIPMENT

PATCH WALL TO MATCH ADJACENT AND PAINT,

SEAL EXTERIOR WALL AROUND BOXES

AT NEW FIRE ALARM AND SECURITY

EQUIPMENT PATCH WALL TO MATCH

ADJACENT AND PAINT, SEAL EXTERIOR

WALL AROUND BOXES WHERE LOUVER

REMOVED, PATCH WALL

TO MATCH ADJACENT

PROVIDE BLOCKING AT EXISTING

METAL BUILDING WALLS TO

SUPPORT MONITORS. PATCH

GYPSUM BOARD TO MATCH

ADJACENT. (TYP. 7 LOCATIONS)

PATCH OPENINGS WHERE HVAC UNITS

REMOVED, HIGH AND LOW -- MATCH

ADJACENT. (TYP. 5 LOCATIONS)

1A

5 5

NEW CONCRETE

PAD

NEW DOOR &

FRAME 2

ELEC.

116116

NEW WINDOW AND ANY ASSOCIATED REPAIRS

REQUIRED (AS OBSERVED DURING DEMOLITION)

0'-0" A.F.F.

ELEV AT HATCHED AREA PROVIDE NEW CONCRETE LEVEL WITH

ADJACENT CORRIDOR

AT HATCHED AREA PROVIDE NEW

CONCRETE LEVEL WITH ADJACENT

CORRIDOR100C

17'-4"

'-8

1'-0" NEW MASONRY

SCREEN WALL

A-401

TYP.

NEW CONCRETE PADS,

COORDINATE LOCATION WITH

NEW MECHANICAL EQUIPMENT

'-6

8'-5"

4'-0"

4' -0

'-1

0"

WALL TYPE "1"

3 5/8" 22 GAGE GALVANIZED METAL STUDS AT 16" O.C. W/

ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH

SIDE. PARTITION TO EXTEND TO 6" ABOVE HIGHEST

ADJACENT CEILING.

WALL TYPE "2"

STC 40 (MIN.) (RAL-TL11-127):

3 5/8" 22 GAGE GALVANIZED METAL STUDS AT 16" O.C. W/

ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH

SIDE, WITH 3" MINERAL FIBER INSULATION IN STUD

CAVITY. PARTITION TO EXTEND TO DECK ABOVE. SEAL

ALL PENETRATIONS THRU WALL AND WALL PERIMETER W/

ACOUSTIC CAULK..

WALL TYPES

WALL TYPE "3"

3 5/8" 22 GAGE GALVANIZED METAL STUDS AT 16" O.C. W/

ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE

SIDE. PARTITION TO EXTEND TO 6" ABOVE HIGHEST

ADJACENT CEILING.

AT TYPE "1A": PROVIDE CEMENTITIOUS BACKER

BOARD ONE SIDE.

AT TYPE "1B": PROVIDE CEMENTITIOUS BACKER

BOARD BOTH SIDES.

WALL TYPE "4"

3 5/8" 22 GAGE GALVANIZED METAL STUDS AT 16" O.C. W/

CEMENTITIOUS BACKER BOARD ONE SIDE. PARTITION TO

EXTEND TO DECK. CERAMIC TILE TO EXTEND MIN. 3"

ABOVE CEILING.

WALL TYPE "5"

EXISTING WALL WITH NEW CEMENTITIOUS BACKER

BOARD OVER EXISTING GYPSUM WALLBOARD ON

RESTROOM SIDE. CERAMIC TILE TO EXTEND MIN. 3"

ABOVE CEILING.

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

1 HOUR FIRE RATED WALL

DOOR NUMBER

WALL TYPE

EXISTING FINISH FLOOR ELEVATION

REF REFRIGERATOR, GF/GI

S SINK

NEW WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND, SHEET A-110

EXISTING WALL

EWC ELECTRIC WATER COOLER,

SEE PLUMBING DRAWINGS

EXISTING DOOR TO REMAIN

M FLAT SCREEN MONITOR (GF/GI)

+1'-0" A.F.F.

ELEV

F.F.E.

20.67'

ELEVATION ABOVE EXISTING

FINISH FLOOR

RAISED ACCESS FLOOR SYSTEM,

SEE PLAN FOR HEIGHT

CA CARD ACCESS (BADGE READER)

PRINTER, GF/GI

COPIER, GF/GI

FLOOR PLAN NOTES

1. SEE SHEET A-110 FOR WALL TYPES.

2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @

30'-0" OC MAX.

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. SEE INTERIOR DRAWINGS FOR FURNITURE BEING

PROVIDED AS PART OF CID.

6. 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.

7. SEE DETAIL 3/A-602 FOR TYPICAL BASE CONDITION

UNDER ACCESS FLOOR AT NEW PARTITIONS.

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DESIGNED BY:

DATE:

90063

A-110

3/24/2020

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

0 4' 8' 16'

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

1 NEW FLOOR PLAN - NOTE PLAN

PLAN

NORTH

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A-201

A-201

A-201

A-201

LACT.

BREAKROOM

1'-0"

WOMEN

MEN

FIRE RISER

JAN.

OPERATIONS

ROOM B

OPERATIONS

ROOM C

OPERATIONS

ROOM A

COMM RM.

OFFICE

MECH./ELEC.

CORR.

MECH.

COMM RM.

1'-0"

VESTIBULE

A-301

A-301

A-111

3' -4

"33

3' -4

" 33

A-450

A-450 2

A-401

7P 5P

8P

CLEAR

48" MIN.

A-450

3' -0

VERIFY IN FIELD

28'-1"

VERIFY IN FIELD

18'-7 3/4"

9'-2"

7' -7

5' -0

4'-0"

ELEC.

1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC

WALL DIMENSIONS TO COLUMN GRID LINES AND EXISTING

CONSTRUCTION.

2. SEE SHEET A-110 WALL CONSTRUCTION LEGEND FOR WALL

TYPE DESCRIPTIONS.

3. ALL DIMENSIONS ARE FROM FACE OF STUD, OR WHERE

APPLICABLE, FACE OF EXISTING CONSTRUCTION OR EXISTING

COLUMN GRIDLINE.

DIMENSION PLAN NOTES

A-301

F/GWB TO F/GWB

6'-4" CLEAR

5' -9

R A

M P

U P

5' -1

6'-8"

PARTITION

5'-2" TO C.L. FOLDING

1' -8

C

LR

5' -0

C

LR

3' -0

C

LR

3' -0

B

A

D

CJ

D

K

CB

JC

D

D

C

A-402

EE

A-402 3

A-402 5

A-402 7

5' -0

C

LR

. M

IN

3' -0

C

LR

E

H

G

10'-8" EQ EQ

C.L.

1" 1"G

E

G

2' -6

5'-3 1/2"

4'-0"

A

F

H

1A

1A 1A

2 22

9'-4"

5' -5

/2

HATCHED AREA INDICATES EXISTING SLAB DEPRESSION

TO BE FILLED WITH NEW CONCRETE -- SEE 1/A-110 FOR

FULL EXTENT AT VESTIBULE

HATCHED AREA INDICATES EXISTING SLAB

DEPRESSION TO BE FILLED WITH NEW CONCRETE

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6'-8" 3'-11"

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GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION101

ROOM NAME

1 HOUR FIRE RATED WALL

NEW WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND, SHEET A-110

RAISED ACCESS FLOOR SYSTEM, SEE

PLAN FOR HEIGHT

EXIT LIGHT, SEE ELECTRICAL AND

LIFE SAFETY DRAWINGS FOR

DIRECTIONAL INFORMATION

M A

X

CLEAR

30" MIN.

M A

X

M

IN

M

IN

6" MAX.

9" M

IN

A D

A

18"

D A B

J

J

H

A D

A

8" MIN.

36" MIN. MAX.

6"

17" MIN.

M A

X

9" M

IN

E

CLEAR KNEE

SPACE

36" MIN. MAX.

6"

A

C J

MAX.

12" 42" MIN.

54" MIN.

B

STANDARD STALL ADA STALL

C

7" - 9"

/2

ADA STALL

M A

X

7" - 9"

A .F

.F

4' -0

G

M A

X

F

1. PREP ALL WALLS IN RESTROOMS 105 & 106 FOR NEW WALL

TILE. SEE INTERIOR SHEETS.

2. HANDRAIL AT RAMP TO BE 2'-10" A.F.F. RAIL SHALL BE 1 1/2

INCHES MIN. FROM FACE OF WALL. 12-INCH EXTENSION AT TOP

AND BOTTOM SHALL EXTEND AT 2'-10" A.F.F. PARALLEL TO

LANDING.

ENLARGED PLAN NOTES

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-111

3/24/2020

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1/8" = 1'-0"A-111

1 NEW FLOOR PLAN - DIMENSIONS

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

0 4' 8' 16'

1/4" = 1'-0"A-111

2 ENLARGED FLOOR PLAN

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

0 2' 4' 8'

PLAN

NORTH

PLAN

NORTH

TOILET ACCESSORY SCHEDULE

MARK ITEM/DESCRIPTION ABBREV. REMARKS

A GRAB BAR (36" LONG) GB36 MOUNT AT 36" A.F.F.

B GRAB BAR (42" LONG) GB42 MOUNT AT 36" A.F.F.

C TOILET TISSUE DISPENSER (JUMBO ROLL) TTDJ SEE 3/A-111 FOR MOUNTING HEIGHT.

D WARDROBE HOOK WH MOUNT AT 60" A.F.F. / MOUNT ADA AT 48" A.F.F.

E MIRROR, 24"W x 30"H MM MOUNT BOTTOM AT 40" A.F.F.

F WASTE RECEPTACLE WR SEMI-RECESSED. MOUNT TOP AT 47" AFF.

G WALL MOUNTED SOAP DISPENSER SD SEE 3/A-111 FOR MOUNTING HEIGHT.

H PAPER TOWEL DISPENSER PTD SEE 3/A-111 FOR MOUNTING HEIGHT.

J SANITARY NAPKIN DISPOSAL SND SEE 3/A-111 FOR MOUNTING HEIGHT.

K MOP-BROOM HOLDER MH MOUNT TOP AT 72" A.F.F. -- COORDINATE WITH FAUCET.

3/8" = 1'-0"A-111

3 TYPICAL MOUNTING HEIGHTS

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X1

X2

X3

X4

X5

X6

X7

X8

X9

XA.9 XE.1

A-301

A-301

2 2

8'-8"

10'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

10'-0"

8'-0"

10'-0" 10'-0"

9'-0"

8'-8"

9'-0"

9'-8"

NEW LOUVER WITH GRILL TO MATCH

EXISTING SOFFIT, SEE MECHANICAL

DRAWINGS

GRAPHIC LEGEND

2' X 2' SUSPENDED ACOUSTICAL

TILE LAY-IN CEILING WITH GRID

2 X 4 LED LIGHTING FIXTURE, SEE

ELECTRICAL DRAWINGS

LED CEILING FIXTURE, SEE

ELECTRICAL DRAWINGS

EXTERIOR LIGHTING FIXTURE (WALL

MOUNTED), 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

CEILING HEIGHT

ROOM NUMBER DESIGNATION

LED LIGHTING FIXTURE, SEE

ELECTRICAL DRAWINGS

SUSPENDED GYPSUM BOARD

CEILING (PAINTED)

OPEN TO STRUCTURE ABOVE

(PAINTED) EXISTING CONDITIONS

PAINT NOT REQUIRED

9'-0"

CEILING MOUNTED ACCESS PANEL,

COORDINATE SIZE AND LOCATION

W/ MECHANICAL DRAWINGS

1. IN COMPUTER ROOMS WHERE CEILING HEIGHT IS BEING RAISED,

EXTEND WALL FRAMING AND GYPSUM WALL BOARD TO MINIMUM 3"

ABOVE THE NEW CEILING HEIGHT

2. REFER TO DETAILS FOR CEILING CONDITION AT FOLDING

PARTITIONS.

3. REFER TO ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR

ROUTING OF ALL ELECTRICAL AND DATA. REMOVE ALL UNUSED

ELECTRICAL AND COMMUNICATIONS LINES ABOVE CEILING.

4. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILING AT

LOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING,

MECHANICAL, AND ELECTRICAL COMPONENTS.

5. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND

MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES

UNLESS NOTED OTHERWISE.

REFLECTED CEILING NOTES

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BUILDING NUMBER:

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DATE:

90063

A-150

3/24/2020

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1 REFLECTED CEILING PLAN - NEW WORK

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

0 4' 8' 16'

PLAN

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0"

T/EXIST ROOF

20'-4"

X1 X2 X3 X4 X5 X6 X7 X8 X9

T/ACCESS FLOOR

1'-0"

B/EXIST SOFFIT

9'-8"

A-301

NEW ADA RAMP

AND LANDING BEYOND

PATCH ROOF WHERE VENT PIPE REMOVED

(PATCH MIN. 2" GREATER THAN OPENING ALL

SIDES AND SEAL)

A-401

NEW MASONRY/EIFS

SCREEN WALL

NEW LOUVER AT

SOFFIT - SEE RCP &

MECHANICAL DRAWINGS

FINISH FLOOR

0"

T/EXIST ROOF

20'-4"

XAXBXCXDXEXF XA.9XE.1

T/ACCESS FLOOR

1'-0"

B/EXIST SOFFIT

9'-8"

A-301

NEW ADA RAMP

AND LANDING

REMOVE A/C UNITS, PATCH

OPENINGS AND HOLES

INFILL DOOR OPENING WTH

STUDS/SHEATHING AND EIFS

REPAINT WALL,

MATCH EXISTING

REPAINT WALL, MATCH EXISTING

PATCH OPENING WHERE

LOUVER REMOVED

NEW WALL PACK,

SEE ELECTRICAL

DEMO EXISTING WALLPACK WHEN

INSTALLING NEW DOOR HEADER,

REPAINT WALL & MATCH EXISTING

8' -0

LOUVER TO REMAIN, SEE

MECHANICAL DRAWINGS

NEW MASONRY/EIFS

SCREEN WALL

NEW LOUVER - SEE MECHANICAL

DRAWINGS

A-201

'-0

FINISH FLOOR

0"

T/EXIST ROOF

20'-4"

XA XB XC XD XE XFXA.9 XE.1

T/ACCESS FLOOR

1'-0"

B/EXIST SOFFIT

9'-8"

A-301

REMOVE A/C UNITS, PATCH

OPENINGS AND HOLES

ENTRY CANOPY OMITTED

FOR CLARITY

NEW WALL PACK,

SEE ELECTRICAL

8' -0

NEW MASONRY/EIFS

SCREEN WALL BEYOND

FINISH FLOOR

0"

T/EXIST ROOF

20'-4"

X1X2X3X4X5X6X7X8X9

T/ACCESS FLOOR

1'-0"

B/EXIST SOFFIT

9'-8"

A-301

INFILL DOOR OPENING WTH

STUDS/SHEATHING AND EIFS REMOVE A/C UNITS, PATCH

OPENINGS AND HOLES

NEW ALUMINUM DOOR

AND FRAME

REPAINT WALL TO CONTROL

JOINT, MATCH EXISTING

REPAINT WALL TO NEAREST

CONTROL JOINT, MATCH EXISTING

EXISTING METAL ENTRY

CANOPY (TO REMAIN)

A-602

1' -0

1'-4"

A-602

A-602

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DATE:

90063

A-201

3/24/2020

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1/8" = 1'-0"A-201

3 EAST ELEVATION

1/8" = 1'-0"A-201

1 NORTH ELEVATION

1/8" = 1'-0"A-201

4 SOUTH ELEVATION

1/8" = 1'-0"A-201

2 WEST ELEVATION

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

0 4' 8' 16'

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03/24/20

1" = 1'-0"A-201

5 LOUVER ELEVATION

FINISH FLOOR

0"

T/EXIST ROOF

20'-4"

XA XB XC XD XE XFXA.9 XE.1

T/ACCESS FLOOR

1'-0"

B/EXIST SOFFIT

9'-8"

A-301

OPERATIONS

ROOM B

OPERATIONS

ROOM C

COMM RM.

EXISTING PURLINS, TYP.

PROVIDE NEW STEP

8' -8

S

O F

F

IT

NEW CEILING & LIGHTS,

SEE ELECTRICAL

NEW ACCESS FLOOR

SYSTEM

NEW FOLDING PANEL

PARTITION SYSTEM

FRAME DOWN WITH METAL

STUD & GWB, PAINT PER

FINISH SCHEDULE

8' -8

S

O F

F

IT

B E

Y O

N D

FINISH FLOOR

0"

T/EXIST ROOF

20'-4"

X1 X2 X3 X4 X5 X6 X7 X8 X9

T/ACCESS FLOOR

1'-0"

A-301

VESTIBULE

CORR.

OPERATIONS

ROOM B

OPERATIONS

ROOM A

A-450

NEW HANDRAIL & RAMP,

REFER TO A-110 AND ACCESS

FLOOR MFR'S INSTRUCTIONS

NEW TV MONITOR,

TYP.

EXISTING PURLINS BEYOND

LINE OF FOLDING PANEL

PARTITION SYSTEM

NEW CEILING & LIGHTS,

SEE ELECTRICAL

NEW ACCESS FLOOR

SYSTEM

1'-0" 1'-0"

3' -0

1" / 1'-0"

NEW OR MODIFIED

ELEMENT

EXISTING TO REMAIN

(NOT IN SCOPE)

GRAPHIC LEGEND

1. EXCEPTING EXTERIOR RAMPS, DOOR FRAME SILL HEIGHT

ADJUSTMENTS & LIGHTING, ALL RENOVATIONS ARE TO BE

INTERIOR.

2. ALL EXISTING EXTERIOR BUILDING ELEMENTS TO REMAIN,

INCLUDING BUT NOT LIMITED TO ROOF, FASCIA, SOFFITS, SLAB

AND WALLS (EXCEPT WHERE EXTERIOR DOORS TO BE MODIFIED).

3. REFER TO SHEET A-151 AND A-450 FOR CONFIGURATION AND

SIZING OF STRUCTURAL BRACING AT FOLDING PARTITIONS.

BUILDING SECTION NOTES

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-301

3/24/2020

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3/16" = 1'-0"A-301

1 BUILDING CROSS SECTION

3/16" = 1'-0"A-301

2 BUILDING LONGITUDINAL SECTION

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

0 2'-8" 5'-4" 10'-8"

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1'-6"

5'-0" CLEAR

5' -1

C

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VERIFY IN FIELD

15'-6" 5'-6"

1 1/2" TYP.

3' -8

5' -4

4" M

A X

1 1/2" TYP.

A-401

1'-2 1/2"

5' -0

5" 5"

DOOR WITH MODIFIED

SILL/HEAD HEIGHT

A-401

TYP.

3'-0"

E Q

E Q

EQ EQ EQ

EXISTING CONCRETE SLAB

AT PICNIC SHELTER

NEW CONCRETE

SIDEWALK

CONTROL

JOINT

1. CONTRACTOR TO FIELD VERIFY NEW LANDING HEIGHT TO

GRADE FOR COORDINATION OF FINAL RAMP DIMENSIONS PRIOR

TO CONSTRUCTION. FINAL RAMP DESIGN TO MAINTAIN 1/12

SLOPE WITH LANDING HEIGHT NOT TO EXCEED 30".

RAMP NOTES

FINISH FLOOR

0"

T/ACCESS FLOOR

1'-0"

1'-2 1/2"

1'-0" 9"

3' -0

4'-0" MAX.

1" / 1'-0"

A-401

2' -3

FINISH FLOOR

0"

T/ACCESS FLOOR

1'-0"

1" DIA. METAL LOWER RAIL

1 1/2" DIA. METAL RAIL

1" DIA. METAL BALUSTER POSTS

#4 REBAR @ 14" O.C. EA. WAY

3/8" WIDE ASPHALT IMPREGNATED

FIBROUS EXPANSION JOINT

BUILDING WALL

COMPACTED SUB-GRADE

CONCRETE RAMP FOOTING

FINISHED GRADE -

GC TO FINE GRADE

AS REQUIRED

1' -0

M

IN

1/

2"

3"

4"

LANDING SLAB TURNDOWN

4"

PROVIDE NEW MOISTURE

BARRIER AT CONTACT WITH

EXISTING EIFS - LAP EXISTING

BARRIER BY 6" IF PRESENT

LA

P

6"

DOOR BEYOND

1 1/2" 1 1/2"

1" DIA. METAL

LOWER RAIL

1 1/2" DIA.

METAL RAIL

1" DIA. METAL

BALUSTER POSTS

#4 REBAR @ 14" O.C. EA. WAY

BUILDING WALL

COMPACTED

SUB-GRADE

CONCRETE RAMP FOOTING

FINISHED GRADE -

GC TO FINE GRADE

AS REQUIRED

1'-0"

1' -0

M

IN

4" M

A X

3"

1/

2"

RAILING AT

LANDING BEYOND

4"

3'-8"

FILLED CELL W/ #5

REBAR @ 32" O.C.,

TERMINATE 2" FROM

TOP OF BOND BEAM

8" CMU W/ HORIZ. JOINT

REINFORCING AT

ALTERNATING COURSES

8" BOND BEAM W/ (2) #5

CONTINUOUS REBAR

GROUT FILL ALL CELLS

BELOW GRADE

ROTATE CMU

BETWEEN FILLED

CELLS FOR VENTING

FORMED CONCRETE

TOP

#5 @ 10" CONT.

WALL & FOOTING

#5 @ 16" O.C.CONCRETE FOOTING

FINISH GRADE

PAINT TO MATCH EXISTING

EIFS ON EQUIPMENT SIDE EIFS FINISH COAT TO

MATCH BLDG.

2" 2"

7' -4

1'

-4

1' -0

1'-6" 1'-6"

3" C

LE

A

R 2"

C

LE

A R

3" CLEAR 3" CLEAR

1"1"

NOTE: SEE MECHANICAL

DRAWINGS FOR LOCATION

OF EQUIPMENT AND PADS

SAWCUT EXISTING PAVING TO A

SMOOTH, EVEN EDGE

8" GRADED AGGREGATE --

COMPACT TO 100% ASTM D1557

12" COMPACTED/STABILIZED SUBGRADE, COMPACT TO

98% ASTM D698. PROVIDE STABILIZATION MATERIAL AS

NECESSARY TO ACHIEVE MINIMUM LBR 40

2" FDOT SP-12.5 ASHALT PAVING

PRIME & TACK COAT

NEW PAVINGEXISTING PAVING

NOTE: SLOPE VARIES, SEE

PLAN. 2% MAX. CROSS SLOPE

4" THICK CONCRETE WITH LIGHT

BROOM STROKE FINISH

SEE PLANS

FINISHED GRADE

4" STABILIZED SUBGRADE LBR 40 (MIN.) 6" X 6" WI.4 X WI.4 WWF

(CENTER IN SLAB)

WALK SECTION

EXPANSION JOINT

EXPANSION JOINTS

(30'-0" O.C. MAX.)

1/2" SEALANT

1/4" R

1/2" EXP. JOINT MATERIAL

1/4" R

CONTRACTION JOINT

5'-0" APART MAX.

(EXCEPT WHERE EXPANSION JOINTS ARE REQUIRED)

1/4" R 1/4" R

1/4" WIDTH

1/ 4"

D E

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6" 6"

1/ 4"

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-401

3/24/2020

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1/4" = 1'-0"A-401

1 RAMP PLAN

PLAN

NORTH

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

0 2' 4' 8'

1/4" = 1'-0"A-401

2 NORTH RAMP ELEVATION

3/4" = 1'-0"A-401

4 RAMP LANDING SECTION

3/4" = 1'-0"A-401

3 RAMP SECTION - TYPICAL

1" = 1'-0"A-401

5 DETAIL - SCREEN WALL

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NOT TO SCALEA-401

6 PAVING SECTION

NOT TO SCALEA-401

7 SIDEWALK DETAIL

Ju n 2

U pd at ed

5'-2" VERIFY IN FIELD

MIRROR, SEE TOILET

ACCESSORY SCHEDULE

SOAP DISPENSER, SEE TOILET

ACCESSORY SCHEDULE

EDGE OF WALL

A-402

BASE AS SCHEDULED, SEE

INTERIORS

1'-4" 1'-4" SEE INTERIOR DRAWINGS

FOR WALL TILE TYPE, SIZE

AND LAYOUT

INSULATE PIPE AT WALL-

MOUNTED SINK, TYP.

FAUCET & WALL MOUNTED

SINK, TYP. - SEE PLUMBING

MIRROR, SEE TOILET

ACCESSORY SCHEDULE

SOAP DISPENSER, SEE TOILET

ACCESSORY SCHEDULE

EDGE OF WALL

PAPER TOWEL DISPENSER, SEE

TOILET ACCESSORY SCHEDULE

A-402

BASE AS SCHEDULED, SEE

INTERIORS

1'-4"

SEE INTERIOR DRAWINGS

FOR WALL TILE TYPE, SIZE

AND LAYOUT

INSULATE PIPE AT WALL-

MOUNTED SINK

FAUCET & WALL MOUNTED

SINK - SEE PLUMBING

4'-1" VERIFY IN FIELD

3' -4

M

A X

MIRROR, SEE TOILET

ACCESSORY SCHEDULE

SINK, SEE PLUMBING

WALL BASE, SEE

INTERIORS

SEALANT

2' -1

0" M

A X

2" 6"

2' -4

4"

SINK, SEE PLUMBING

3/4" PANEL WITH PLASTIC

LAMINATE FINISH (PL2), SEE

INTERIORS.

1/2" THICK SOLID SURFACE

COUNTERTOP AND

BACKSPLASH (SS1), SEE

INTERIORS.

3/4" PANEL WITH PLASTIC

LAMINATE FINISH (PL3), SEE

INTERIORS.

1/2" PANEL WITH

LAMINATE CABINET LINER

WALL BASE, SEE FINISH SCHEDULE

1/2" PANEL WITH CABINET

LINER

WIRE PULL, TYP.

SEALANT

2' -0

4"

3' -0

3"

2'-0"

2' -1

1" 1'

-3

1'-2"

3/8"

A-402

PLASTIC LAMINATE

ON 3/4" PANEL, TYP. MICROWAVE (GFGI)

SOLID SURFACE COUNTER

TOP WITH BACKSPLASH

AND SURROUND

SINK, SEE

PLUMBING

PLASTIC LAMINATE ON

3/4" PANEL SHELF, TYP.

PLASTIC LAMINATE

ON 3/4" PANEL, TYP.

REFRIGERATOR

(FF&E)

3'-0" 3'-0"

3'-6" 2'-6"

6'-0" VERIFY IN FIELD

3' -0

2'

-1 1"

1' -3

1' -8

2'

-6

4"

A-402

A-402

2'-6 1/4"

A-402

SOAP DISPENSER, SEE TOILET

ACCESSORY SCHEDULE

PAPER TOWEL DISPENSER, SEE

TOILET ACCESSORY SCHEDULE

MIRROR, SEE TOILET

ACCESSORY SCHEDULE

SINK, SEE PLUMBING

PLASTIC LAMINATE

ON 3/4" PANEL, TYP.

SOLID SURFACE COUNTER

TOP WITH BACKSPLASH

AND SURROUND

2'-6 1/4"

5'-0 1/2" VERIFY IN FIELD

3"

2' -6

1'

-8

3' -0

1/2" PANEL WITH CABINET

LINER

3/4" PLASTIC LAMINATE (PL2)

SHELF ON ADJUSTABLE

SHELF STANDARDS

3/4" PANEL WITH PLASTIC

LAMINATE FINISH (PL2), SEE

INTERIORS.

1/2" THICK SOLID SURFACE

COUNTERTOP AND

BACKSPLASH (SS1), SEE

INTERIORS.

3/4" PANEL WITH PLASTIC

LAMINATE FINISH (PL3), SEE

INTERIORS

1/2" PANEL WITH LAMINATE

CABINET LINER

3/4" PLASTIC LAMINATE (PL3)

SHELF ON ADJUSTABLE

SHELF STANDARDS

WALL BASE, SEE FINISH SCHEDULE

PT 1X WOOD FRAMING TO

SUPPORT COUNTERTOP

2"

6" 2'

-0

4" 4"

SEALANT

WIRE PULL, TYP.

1'-2"

2'-0"

3/8"

3"

2' -1

0"

1/2" THICK SOLID SURFACE

COUNTERTOP AND

BACKSPLASH (SS1), SEE

INTERIORS.

1/2" PANEL WITH LAMINATE

CABINET LINER

3/4" PLASTIC LAMINATE (PL3)

SHELF ON ADJUSTABLE

SHELF STANDARDS

WALL BASE, SEE FINISH SCHEDULE

PT 1X WOOD FRAMING TO

SUPPORT COUNTERTOP

2' -6

4"

6"

SEALANT

WIRE PULL, TYP.

3/8"

MIRROR

1/

2"

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-402

3/24/2020

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1/2" = 1'-0"A-402

1 CASEWORK ELEVATION - MEN'S

1/2" = 1'-0"A-402

3 CASEWORK ELEVATION - WOMEN'S

1" = 1'-0"A-402

2 CASEWORK SECTION

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

0 1' 2' 4'

SCALE: 1" = 1'-0"

0 6" 1' 2'

1" = 1'-0"A-402

4 CASEWORK SECTION

1/2" = 1'-0"A-402

CASEWORK ELEVATION

- BREAKROOM

1/2" = 1'-0"A-402

CASEWORK ELEVATION

- LACTATION

1" = 1'-0"A-402

6 CASEWORK SECTION

1" = 1'-0"A-402

8 CASEWORK SECTION

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T/ACCESS FLOOR

1'-0"

A-450

A-450

STACK DEPTH

2'-3 1/2" APPROX.

WHEN OPENWHEN OPEN

STACK DEPTH

3'-0 1/2" APPROX.

LINE OF PERPENDICULAR

FOLDING PARTITION

ADA COMPLIANT INSET PASS

DOOR, REFER TO ELECTRICAL

FOR EXIT SIGNAGE DETAILS

UNISPAN TRUSS ABOVE CEILING

(BY MANUFACTURER)

'-0

C

E

IL

IN

G

H E

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H

T

3'-7 1/2" EQEQEQEQEQEQ

8"

EQEQEQEQ 3'-3"

8"

1'-4"

T/ACCESS FLOOR

1'-0"

LINE OF PERPENDICULAR

FOLDING PARTITION

'-0

C

E

IL

IN

G

H E

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H

T

ADA COMPLIANT INSET PASS

DOOR, REFER TO ELECTRICAL

FOR EXIT SIGNAGE DETAILS

A-450

A-450

UNISPAN TRUSS ABOVE CEILING

(BY MANUFACTURER)

STACK DEPTH

3'-2" APPROX.

WHEN OPEN

FRAMED GYP. BD. WALL

4'-5 1/2"EQ EQ EQ EQ EQ EQ EQ EQ

FINISH FLOOR

0"

X5 X6

T/ACCESS FLOOR

1'-0"

BOT. CEILING

11'-0"

EXISTING PURLINS BEYOND

EXISTING CONCRETE SLAB

EXISTING CONCRETE SLAB FROM

PREVIOUS ADDITION

A-450

A-450

UNISPAN TRUSS ASSEMBLY,

SEE MANUFACTURER'S

INSTALLATION INSTRUCTIONS

SWAY BRACING - PROVIDE AT 1/3

POINTS ALONG TRUSS LENGTH,

PER MANUFACTURER'S

RECOMMENDATIONS

LATERAL SUPPORT CHANNEL

(REQUIRED FOR UNISPAN)

EXISTING C-CHANNEL BEAM

ACOUSTICAL CEILING TILE

RETRACTABLE TOP SEAL

UNISPAN TRUSS ASSEMBLY,

SEE MANUFACTURER'S

INSTALLATION INSTRUCTIONS

11'-0" A.F.F.

B/CEILING

(10'-0" ABOVE ACCESS

FLOOR)

SWAY BRACING - PROVIDE AT 1/3

POINTS ALONG TRUSS LENGTH, PER

MANUFACTURER'S RECOMMENDATIONS

FOLDING PARTITION

HEADER SIDE PANEL BY

MANUFACTURER

SOUND ATTENUATION BY

MANUFACTURER

LATERAL SUPPORT CHANNEL

(REQUIRED FOR UNISPAN)

1. REFER TO FOLDING PARTITION

MANUFACTURER'S INSTALLATION INSTRUCTIONS

AND RECOMMENDATIONS FOR ANCHORING AND

BRACING OF SUPPORT SYSTEM.

3. FOLDING PARTITION SYSTEM TRUSS TO BE

BRACED AT 1/3 POINTS ALONG LENGTH BACK TO

NEAREST EXISTING STRUCTURE, PER

MANUFACTURER'S RECOMMENDATIONS.

FOLDING PARTITION

NOTES

FLOOR FINISH

(SEE SCHEDULE)

ACCESS FLOOR PEDESTAL, TYP.

- REFER TO MFR'S INSTRUCTIONS

FOR INSTALL AND LEVELING

EXISTING 4"

CONCRETE SLAB

RAISED FLOOR SYSTEM

FOLDING

PARTITION SYSTEM

1'-4"

22 GA. 3-5/8" GALVANIZED

METAL STUD, TYP.

S U

P P

. F O

O T

5"

5" x 2-1/2" SUPPORT FOOT, TYP. - SEE MANUFACTURER'S

INSTALLATION INSTRUCTIONS

3/8" X 3" WEDGE ANCHOR, TYP.

1"

2 1/2" SUPP. FOOT

2"

SUPP. FOOT

5" 2"

2 1/2" SUPP. FOOT

1"

DASHED LINE INDICATES

PREFABRICATED EXTRUSIONS -

SEE MANUFACTURER'S DETAILS

FOR EXACT DIMENSIONS

5/8" TYPE 'X' GYPSUM

WALLBOARD UP TO MIN. 3"

ABOVE CEILING

A-450

ATTACH GYPSUM BOARD TO

POST EXTRUSION (SHIM AS

REQUIRED)

NOTE: VERIFY DIMENSIONS WITH

MANUFACTURER'S DETAILS

3/8" x 3" WEDGE ANCHOR

5" x 2-1/2" SUPPORT FOOT

ADDITIONAL POST

ATTACHMENT FOR

SEISMIC USE ONLY

POST EXTRUSION BY

MANUFACTURER

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-450

3/24/2020

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1/4" = 1'-0"A-450

1 FOLDING PANEL PARTITION 1 & 2

1/4" = 1'-0"A-450

2 FOLDING PANEL PARTITION 3

1/2" = 1'-0"A-450

5 SECTION @ FOLDING PANEL

3" = 1'-0"A-450

3 DETAIL - FOLDING PARTITION HEAD

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

0 2' 4' 8'

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

0 1' 2' 4'

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-450

4 DETAIL - FOLDING PARTITION BASE

3" = 1'-0"A-450

6 PLAN DETAIL

1/2" = 1'-0"A-450

7 DETAIL - SUPPORT FOOT

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SOLID CORE WOOD

(SCWD) DOOR

(A)

GALVANIZED HOLLOW

METAL (HM) FRAME

(1)

SEE SCHED

S E

E S

C H

E D

2" 2"

2"

HOLLOW METAL

(HM) FRAME

(2)

SEE SCHED

S E

E S

C H

E D

2" 2"

2"

DOOR FRAME ELEVATIONS

SEE SCHED

S E

E S

C H

E D

GALV.INSUL.

HOLLOW METAL

(HM) DOOR

(C)

DOOR ELEVATIONS

COMMENTS:

1. SAND AND REPAINT EXISTING HM

DOORS AND FRAMES TO REMAIN.

BLANK OFF EXISTING LOUVERS AT

DOOR #115.

2. EXISTING ALUMINUM DOOR TO

REMAIN.

3. FULL LITE "G1" GLAZING, CONSISTING

OF INSULATED LOW E LAMINATED

GLASS (ATFP / BLAST / HURRICANE

IMPACT) TO MATCH EXISTING.

SEE SCHED

S E

E S

C H

E D

SOLID CORE WOOD

(SCWD) DOOR

(B)

SEE SCHEDULE

ALUMINUM

(3)

SEE SCHED

S E

E S

C H

E D

2" 2"

2"

ALUMINUM

STOREFRONT

DOOR

(D)

S E

E S

C H

E D

M

IN

SEE SCHED

G1

NEW HOLLOW METAL

DOOR FRAME, PAINT

DOOR AS SCHEDULED

CONTINUOUS SEALANT,

TYP.

FLUID APPLIED

WATERPROOFING

FLASHING WITH DRIP

EDGE

EXISTING 1" EIFS ON

1/2" SHEATHING

NEW 1" EIFS ON 1/2"

SHEATHING

EXISTING 5/8" GYPSUM

WALLBOARD

5/8" GYPSUM WALLBOARD

6" 16 GA. GALVANIZED

METAL STUDS

6" 16 GA. GALVANIZED

METAL STUD CHANNEL

NEW HOLLOW METAL

FRAME

CONTINUOUS SEALANT, TYP.

NOTE: SPLICE STUDS

AND REPLACE FINISHES

SIM. TO 1/A-601 AT TOP

OF JAMB

DOOR AS SCHEDULED

JAMB ANCHORS, 3 PER

SIDE, MIN

EXISTING EIFS ON

1/2" SHEATHING

EXISTING JAMB TO REMAIN

NEW CONCRETE RAMP

LANDING

DOOR BOTTOM

DOOR AS SCHEDULED

FLOOR FINISH

(SEE SCHEDULE)

ALUMINUM THRESHOLD

SET IN MASTIC

ACCESS FLOOR PEDESTAL

- REFER TO MFR'S INSTRUCTIONS

FOR INSTALL AND LEVELING

NEW CONCRETE CURB

@ RAISED DOOR FRAME

NEW HOLLOW METAL

DOOR FRAME BEYOND

EXISTING CONCRETE

SLAB TURNDOWN

APPROXIMATE LINE OF

EXISTING GRADE

6 1/2"

M

IN

2" 2"

NEW WALL THICKNESS TO

MATCH EXISTING 6" STUD

+ 1/2" EXTERIOR SHEATHING

ROUGHEN SURFACE, CLEAN AND COAT

W/ EPOXY BONDING COMPOUND PRIOR

TO POURING CURB

FLUID APPLIED

WATERPROOFING

(2) #3 DOWELS @ 24" O.C.,

EPOXY INTO SLAB

#3 CONTINUOUS REINFORCING BAR

DOOR BOTTOM

DOOR AS SCHEDULED

FLOOR FINISH

(SEE SCHEDULE)

ALUMINUM THRESHOLD

SET IN MASTIC

ACCESS FLOOR PEDESTAL, TYP.

- REFER TO MFR'S INSTRUCTIONS

FOR INSTALL AND LEVELING

NEW CONCRETE CURB

@ RAISED DOOR FRAME

NEW HOLLOW METAL

DOOR FRAME BEYOND

EXISTING 4"

CONCRETE SLAB

5 7/8"

M

IN

2" 2"

ROUGHEN SURFACE, CLEAN AND

COAT W/ EPOXY BONDING

COMPOUND PRIOR TO POURING CURB

(2) #3 DOWELS @ 24" O.C.,

EPOXY INTO SLAB

#3 CONTINUOUS REINFORCING BAR

RAISED FLOOR SYSTEM

2" HOLLOW METAL DOOR

FRAME, PAINT

DOOR AS SCHEDULED

GYPSUM WALL BOARD ON

GALVANIZED METAL STUD FRAMING,

SEE WALL TYPE / CONSTRUCTION

LEGEND ON SHEET A-110 FOR

SPECIFIC STUD AND GYPSUM

BOARD REQUIREMENTS

CONTINUOUS SEALANT,

TYP.

INSULATION AS SCHEDULED

16 GA GALVANIZED STEEL STUD

HEADER (DOUBLE STUDS AT JAMBS)

2"

V A

R

IE

S

HOLLOW METAL DOOR

FRAME, PAINTED

JAMB ANCHORS, 3 PER

SIDE, MIN

CONTINUOUS SEALANT, TYP.

INSULATION AS SCHEDULED

3 5/8" GALVANIZED METAL STUDS,

MINIMUM 2 PER JAMB. EXTEND TO

STRUCTURE AND BRACE

GYPSUM WALL BOARD ON

GALVANIZED METAL STUD FRAMING,

SEE WALL TYPE / CONSTRUCTION

LEGEND ON SHEET A-110 FOR

SPECIFIC STUD AND GYPSUM BOARD

REQUIREMENTS

DOOR AS SCHEDULED

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90063

A-601

3/24/2020

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DOOR SCHEDULE

DOOR FRAME

STC

RATING

FIRE

RATING

HARDWARE

COMMENTSMARK

SIZE

MAT ELEV GLAZING

LOUVER

MAT ELEV

DETAIL

SET

NO

KEYSIDE

ROOM

NUMBERWD HT THK WD HT HEAD JAMB SILL

100A 3'-0" 7'-0" 1 3/4" ALUM D FULL ALUM 3 4/A602 5/A602 6/A602 HW1 EXTERIOR 3

100B 6'-0" 7'-0" EX 2

100C 3'-0" 7'-0" 1 3/4" ALUM D FULL ALUM 3 4/A602 5/A602 6/A602 HW1 EXTERIOR 3

101 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 6/A601 45 HW2 101

102 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 1/A602 HW8

104 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 2/A602 HW7 101

105 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 1/A602 HW4

106 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 1/A602 HW4

107 6'-0" 7'-0" 1 3/4" EX 1

108 3'-0" 7'-0" 1 3/4" SCWD B HM 2 4/A601 5/A601 6/A601 HW5 101

109 6'-0" 7'-0" 1 3/4" SCWD A HM 1 7/A602 8/A602 6/A601 HW6 109

113 3'-0" 7'-0" 1 3/4" HM C HM 1 1/A601 2/A601 3/A601 HW3

114 3'-0" 7'-0" 1 3/4" SCWD B HM 2 7/A602 8/A602 6/A601 HW5 113

115 6'-0" 7'-0" 1 3/4" EX 1

116 3'-0" 7'-0" 1 3/4" HM C HM 1 1/A601 2/A601 3/A601 HW9 EXTERIOR

3" = 1'-0"A-601

1 HEAD @ NEW EXTERIOR DOOR

3" = 1'-0"A-601

2 JAMB @ NEW EXTERIOR DOOR

3" = 1'-0"A-601

3 THRESHOLD @ NEW…