ATTACH 2 - Drawings.pdf

PDF 22 MB Posted Aug 19, 2020

Attached to: REPAIR EXTERIOR AND INTERIOR, BLDG 510
Solicitation number: FA670320B0006
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation to repair exterior and interior work at building 510 on a Department of the Air Force Reserve Command facility. The solicitation seeks bids to replace fascia boards, paint exterior surfaces, level floors in multiple areas including restrooms and offices, replace hallway shelves, repaint interior walls, caulk, repaint ceilings, replace the roofing system, and replace or refinish flooring as needed. Additional work includes insulating walls in the supervisor's office, redesigning office and work areas for better utilization, upgrading the building's electrical system to include additional outlets, and replacing the HVAC system. The solicitation number is FA670320B0006 and bids are due by the date specified in the solicitation.

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Other files

File	Type	Posted
DA2.pdf	PDF	Sep 10, 2020
1987_Survey.pdf.PDF	PDF	Sep 10, 2020
ATTACH 5 - Amendment_1.pdf	PDF	Sep 9, 2020
Sign In Sheet_BLDG_510 (2).pdf	PDF	Sep 3, 2020
ATTACH 3 - Wage Determination.pdf	PDF	Aug 19, 2020
ATTACH 1 - Specifications.pdf	PDF	Aug 19, 2020
ATTACH 4 - Financial Worksheet.pdf	PDF	Aug 19, 2020
Solicitation - FA670320B0006.pdf	PDF	Aug 19, 2020

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PROJECT SITEBUILDING 510

• UFC-1-200-01, DOD BUILDING CODE (GENERAL BUILDING

REQUIREMENTS)

• UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE

BUILDING REQUIREMENTS

• UFC 3-101-01, ARCHITECTURE

• UFC 3-120-01, INTERIOR DESIGN

• UFC 3-120-01 AIR FORCE SIGN STANDARDS

• UFC 3-201-01, CIVIL ENGINEERING

• UFC 3-220-01, GEOTECHNICAL ENGINEERING

• UFC 1-300-09N DESIGN PROCEDURES

• UFC 3-301-01, STRUCTURAL ENGINEERING

• UFC 3-310-04, SEISMIC DESIGN FOR BUILDINGS

• UFC 3-501-01, ELECTRICAL ENGINEERING

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS

• UFC 3-550-01, EXTERIOR ELECTRICAL POWER DISTRIBUTION

• UFC 3-560-01, ELECTRICAL SAFETY, O&M

• UFC 3-575-01, LIGHTNING AND STATIC ELECTRICITY

PROTECTION SYSTEMS

• UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS

FOR BUILDINGS

• UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS

APPLICABLE CODES:

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

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C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C I t is t o b e u se d o n ly f o r th e s p e ci fic p ro je ct r e fe rr e d t o o r id e n tif ie d h e re in a n d is n o t to b e u se d o n o th e r p ro je ct s, in w h o le o r in p a rt e xc e p t b y th e e xp re ss w ri tt e n a g re e m e n t o f

C ro ft

A ss o ci a te s, P

2020-04-15

M P

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-1

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G-001

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2018-173

J. RYAN

C. BAXTER

FGWB 14-0020 BUILDING 510

BANKSTON ROCK HOUSE

RENOVATION

DOBBINS AIR RESERVE BASE, GA

DRAWING ISSUANCE LOG

NUMBER S

E E

O F

H E

E T

SHEET NAME 2

C O

N C

E P

T D

E S

S U

B M

A L

R E

E D

S U

B M

A L

S U

B M

A L

S U

B M

A L

S U

B M

A L

GENERAL

G-001 1 COVER SHEET X X X X X X

G-002 2 GENERAL INFORMATION X X X X X

LS101 3 LIFE SAFETY PLAN X X X X X

ARCHITECTURAL DEMOLITION

AD101 4 DEMOLITION PLAN X X X X X

AD131 5 DEMOLITION REFLECTED CEILING PLAN X X X X X

AD201 6 DEMOLITION EXTERIOR ELEVATION X X X

ARCHITECTURAL

A-001 7 PARTITION TYPES X X X X X

A-101 8 FLOOR PLAN X X X X X X

A-131 9 REFLECTED CEILING PLAN X X X X X

A-151 10 ROOF PLAN X X X X X

A-201 11 EXTERIOR ELEVATIONS X X X X X

A-400 12 STANDARD RESTROOM DETAILS X X X X X

A-601 13 DOOR SCHEDULE, ELEVATIONS & DETAILS X X X X X

INTERIORS

I-001 14 ROOM FINISH SCHEDULE & FINISH MATERIALS X X X X X

I-101 15 FLOOR FINISH PLAN X X X X X

I-751 16 STANDARD MILLWORK DETAILS X X X X X

IS101 17 INTERIOR SIGNAGE - FIRST FLOOR X X X X X

MECHANICAL & PLUMBING DEMOLITION

MPD101 18 DEMOLITION PLAN X X X X X

PLUMBING

P-101 19 PLUMBING PLANS X X X X X

P-501 20 PLUMBING DETAILS & SCHEDULES X X X X X

MECHANICAL

M-101 21 MECHANICAL PLAN X X X X X

M-501 22 MECHANICAL DETAILS X X X X X

M-601 23 MECHANICAL SCHEDUALS X X X X X

ELECTRICAL DEMOLITION

ED101 24 FLOOR PLAN - DEMOLITION X X X X X

ELECTRICAL

E-001 25 ELECTRICAL GENERAL NOTES X X X X X

E-101 26 FLOOR PLAN - ELECTRICAL X X X X X

E-102 27 ROOF PLAN - LIGHTING PROTECTION X X X X X

E-501 28 ELECTRICAL SCHEDULES X X X X X

E-502 29 ELECTRICAL DETAILS X X X

Grand total: 29

REV. DATE/BY DESCRIPTION

A 2018-10-03 CONCEPT DESIGN

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

E 2020-02-14 100% SUBMITTAL

F 2020-04-15 100% FINAL SUB.

MATCH LINE MARK

SPECIFIC KEY NOTES

SHEET NOTE

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION NUMBER

COLUMN LINE NUMBER

ROOM NUMBER AND LEVEL

SHEET NO. (WHERE SHOWN)

PARTITION TYPE

DOOR NUMBER

ELEVATION MARKS

WINDOW TYPE

GRID LINE

095100.A1

A101

LEGENDS & SYMBOLS:

SECTION NUMBER

A101

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

A101

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

A101

WALL SECTION

SHEET NO. (WHERE SHOWN)

COLUMN GRID

16. UNLESS OTHERWISE NOTED, ELECTRICAL CONDUITS,

PLUMBING LINES, ETC., SHALL BE RUN CONCEALED AND

FRAMING SHALL BE ADEQUATE SIZE TO ACCOMPLISH RESULT

WITHOUT CAUSING ANY CHANGES IN THE WALL PLANE.

17. COORDINATE WITH ALL TRADES THE LOCATIONS OF SLEEVES

OR OTHER PRESET ACCESSORIES INVOLVING OTHER TRADES.

18. THESE PLANS SHOULD BE STUDIED AND USED IN THEIR

ENTIRETY AS INFORMATION VITAL TO EACH STAGE OF

CONSTRUCTION

19. GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE

FOR COMPLETION OF ALL WORK SHOWN OR REASONABLY

IMPLIED BY THESE DRAWINGS AND / OR SPECIFICATIONS. HE

SHALL CONFIRM ALL DIMENSIONS AND CONDITIONS AT THE

SITE AND SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) IN WRITING OF ANY

DISCREPANCIES.

20. CONTRACTING OFFICER'S REPRESENTATIVE (COR) IS NOT

RESPONSIBLE FOR EQUIPMENT OR MATERIALS NOT SPECIFIED

ON THESE PLANS.

21. DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF STUD AT

EXTERIOR WALLS AND TO THE FACE OF GWB OF INTERIOR

WALLS UNO, BEAMS AND GIRDERS ARE DIMENSIONED TO THE

CENTERLINE UNO.

22. DETAILS TAKE PRECEDENCE OVER PLANS & ELEVATIONS -

LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER

SCALE DRAWINGS.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR

ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE BEFORE

PROCEEDING WITH CONSTRUCTION - IF THERE ARE ANY QUESTIONS

REGARDING THIS OR OTHER COORDINATION QUESTIONS, THAT

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING. CLARIFICATION

FROM CONTRACTING OFFICER'S REPRESENTATIVE (COR) BEFORE

PROCEEDING WITH WORK IN QUESTION OR RELATED WORK IN

SUFFICIENT TIME FOR CONTRACTING OFFICER'S REPRESENTATIVE (COR)

TO RENDER A DECISION WITHOUT DELAYING THE PROGRESS OF THE

PROJECT.

2. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN

LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL & PLUMBING (TO

INCLUDE ALL PIPING, DUCTWORK, AND CONDUIT) AND THAT ALL

REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF

ABOVE EQUIPMENT IS PROVIDED - NOTIFY CONTRACTING OFFICER'S

REPRESENTATIVE (COR) SO THAT ANY CONFLICTS WILL BE MUTUALLY

RESOLVED.

1. "ALIGN" MEANS (I.E.) WHERE A NEW PARTITION IS TO BE BUILT TO ALIGN

WITH ONE SIDE OF THE COLUMN, STUDS SHALL ALIGN WITH THE COLUMN

OR EXISTING PARTITION SO THAT THE GYPSUM WALL BOARD WILL BE

CONTINUOUS ACROSS STUDS AND FINISHED FACE OF COLUMN OR

EXISTING PARTITION, AND JOINT SHALL BE SMOOTH AND UNDETECTABLE.

2. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO

FINISHED FACE.

3. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONDITIONS, UNO.

4. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL

PRODUCT AS APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

DEFINITIONS:

CONTRACTOR'S AND SUBCONTRACTOR'S

RESPONSIBILITIES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SUPERVISION

AND COORDINATION OF ALL CONSTRUCTION PROCEDURES

2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE

WITH THE APPLICABLE CODES AND ORDINANCES IN EFFECT AT

THE TIME OF PERMIT. IN THE EVENT OF A CONFLICT, THE

MORE STRINGENT REQUIREMENT SHALL GOVERN AND BE MET

3. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR AND

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING

WITH THE WORK.

4. COORDINATE LOCATIONS AND/OR ELEVATIONS OF FLOOR

DRAINS, REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT

HEATERS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL

CONTRACTORS AND ARCHITECTURAL DRAWINGS

5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL

APPLY TO ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH

NOT SPECIFICALLY MARKED ON THE DRAWINGS

6. CONTRACTOR SHALL ENSURE THAT CONSTRUCTION

ENVIRONMENT IS MAINTAINED IN SUCH A WAY TO INHIBIT MOLD

AND MILDEW GROWTH

7. PROVIDE FINISHED SURFACE UNDER AND BEHIND ALL

EQUIPMENT AND CASEWORK

8. CONTRACTOR SHALL REMOVE PROMPTLY AND LEGALLY ALL

ACCUMULATED DEBRIS, PROTECT ALL EXPOSED PORTIONS OF

WORK FROM ELEMENTS, AVOID OVER- LOADING STRUCTURE,

AND SECURELY STORE ALL ITEMS TO BE USED FOR

CONSTRUCTION

9. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO EXCAVATION.

10. THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND

ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT

CONSTRUCTION

11. IF UTILITY SERVICES ARE MODIFIED AND NO LONGER USED,

REMOVE UTILITY INFRASTRUCTURE TO SERVICE POINT OR

ACTIVE NEAREST POINT.

12. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS OR SPECIFICATIONS WITHOUT FIRST

SECURING WRITTEN PERMISSION FROM THE CONTRACTING

OFFICER (CO).

13. WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR SPECIFICATIONS,

REQUEST WRITTEN INTERPRETATION FROM THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) BEFORE

PROCEEDING WITH THAT PORTION OF THE WORK.

14. PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING

FOR ALL CEILING AND WALL MOUNTED EQUIPMENT,

HARDWARE AND ACCESSORIES.

15. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL NECESSARY

PARTS AND MATERIALS REQUIRED FOR A COMPLETE

INSTALLATION / SYSTEM SHALL BE INSTALLED ACCORDING TO

THE MANUFACTURERS INSTRUCTIONS.

GENERAL NOTES:

LIGHT SWITCHES, DIMMERS, ACCESS CONTROL DEVICES

THERMOSTAT

FIRE STROBE

TYP.

EDGE OF WALL OR DOOR FRAME

NOTES:

1. COORDINATE WITH SPECIFIC WALL ELEVATION AND LOCATION.

2. GROUP AND ALIGN ALL WALL MOUNTED DEVICES ON EACH

WALL IN AN ORGANIZED MANNER VERIFY WITH COR IN CASE

OF CONFLICT.

3. REFER TO ELECTRICAL DRAWINGS FOR MOUNTING HEIGHTS.

IN CASE OF NARROW WALL OR COLUMN -

CENTER ON WALL

@ AT

AVG AVERAGE

AUTO AUTOMATIC

ARCH ARCHITECT (URAL)

ANOD ANODIZED

ALUM ALUMINUM

ALT ALTERNATE

A/C AIR CONDITIONING

ADMIN ADMINISTRATION

ABV ABOVE

AG AMERICANS W/ DISABILITIES

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ACT ACOUSTICAL TILE

BM BEAM

BRG BEARING

BOT BOTTOM

BLDG BUILDING

CAB CABINET

CARP CARPET

CJ CONTROL JOINT

CLG CEILING

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

COL COLUMN

CONST CONSTRUCTION

CONC CONCRETE

CONT CONTINUOUS

CW COMPOSITE WOOD

DEM DEMOLISH, DEMOLITION

DN DOWN

DBL DOUBLE

DIFF DIFFUSER

DIA DIAMETER

DIM DIMENSION

DTL DETAIL

DWG DRAWING

EA EACH

ENCL ENCLOSE (URE)

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EP ELECTRICAL PANEL

EL, ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXT EXTERIOR

EXIST EXISTING

EXP J EXPANSION JOINT

FD FIELD DETERMINE

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FE FIRE EXTINGUISHER

FRP FIBER REINFORCED PANEL

FT FOOT/FEET

FRT FIRE RETARDANT TREATED

FLUOR FLUORESCENT

FTG FOOTING

GEN GENERAL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

HDWR HARDWARE

HVAC HEATING, VENTILATION & AIR CONDITIONING

HC HANDICAP

HCB HANDICAP COUPON BOOTH

HGT HEIGHT

H HIGH

HM HOLLOW METAL

HORIZ HORIZONTAL

INSUL INSULATION

INT INTERIOR

ID INSIDE DIAMETER

JAN JANITOR

LBL LABEL

LAV LAVATORY

L LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

NIC NOT IN CONTRACT

MAINT MAINTENANCE

MAT MATERIAL

MCG METAL CORNER GUARD

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MIN MINIMUM

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OS OVERFLOW SCUPPER

PREFAB PREFABRICATED

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PT PRESSURE TREATED

QTY QUANTITY

REINF REINFORCE (D) (ING)

R, RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SHT SHEET

SPK SPEAKER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

ST STEEL TUBE

STL STEEL

STO STORAGE

SUSP SUSPENDED

TEMP TEMPERED

TE TOP ELEVATION

TEL TELEPHONE

TV TELEVISION

THK THICK

TBD TO BE DETERMINED

T & G TONGUE & GROOVE

TOB TOP OF BEAM

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

ABBREVIATIONS:

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

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-0

D O

B B

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A S

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J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

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2018-173

J. RYAN

C. BAXTER

1/4" = 1'-0"

G-002

TYPICAL WALL MOUNTED DEVICE ALIGNMENT

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

SUPPLIES /

STORAGE

RECEPTION

AREA

OPEN OFFICE

OFFICE

CORRIDOR

RESTROOM

CONFERENCE

ROOM

EXISTING SIDEWALK TO REMAIN

EXISTING

SIDEWALK TO

REMAIN

EXISTING DRIVE

TO REMAIN

EXISTING STAIR AND RAILING TO REMAIN

EXISTING TO REMAIN

EXISTING STAIR TO REMAIN

GAS METER LOCATION

- SEE P-101

NEW EQUIPMENT

- SEE M-101

OPEN OFFICE

FEB

EXISTING

RELOCATED

FACP

FEC

LIFE SAFETY LEGEND:

1-HOUR FIRE RATED WALL

1-HOUR FIRE & SMOKE RATED WALL

2-HOUR FIRE RATED WALL

2-HOUR FIRE & SMOKE RATED WALL

SMOKE RATED WALL

EXIT SIGN

FIRE ALARM PULL STATION

FIRE ALARM STROBE

FIRE ALARM HORN

FIRE ALARM HORN/STROBE

FIRE ALARM CONTROL PANEL

SMOKE DETECTOR

CO2 DETECTOR

EMERGENCY LIGHT

TRAVEL DISTANCE

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & BRACKET

DOOR RATING (MINUTES)

TRAVEL DISTANCE TO FEC

DOOR EGRESS LOAD TAG

P = PROVIDED R = REQUIRED

PANIC HARDWARE

FEB

P 160

CODE RESEARCH:

GROUP B

BUSINESS

TYPE VB

TYPE V(000)

OCCUPANCY CLASSIFICATION & TYPE OF CONSTRUCTION

INTERNATIONAL

BUILDING CODE

EDITION

NFPA 101

APPLICABLE CODE OCCUPANCY CLASS. TYPE OF CONST.

2018 EDITION

THIS BUILDING IS NON-SPRINKLERED

HEIGHT / STORY(S) / AREA / PERIMETER

HEIGHT STORY(S) AREA PERIM.

ALLOW.

PROVIDED

UNLIM.

PER IBC TABLE 503 (2015)

UNLIM.

(W/ OUT

INCREASES)

ALLOW. (W/

INCREASES)

SPRINKLER INCREASE

NOT USED

FRONTAGE INCREASE

NOT USED

TOTAL HGT & STORY(S) INCREASE

NOT USEDNOT USED

TOTAL AREA INCREASE

NOT USED

40'-0" 2 9000 SF

PER IBC 506.2 (2015)

IBC EQUATION 5-2

40'-0"

16'-0" 1300'-0"

2 9000 SF

1394 SF1

BUSINESS

EXITS PROVIDED

SIZE # OF DOORS NUMBER OF OCCUPANTS

= 480 OCC. PROVIDED FOR@ 160 OCC/ DR3 DOOR(S)3'-0"

EXISTING

N/A

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

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C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

M P

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-1

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LS101

E S

A F

E T

Y P

L A

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

LS101

LIFE SAFETY PLAN

TRAVEL DISTANCES

PATH TOTAL DISTANCE MAX

TRAV DIST 1 38'-10" 200'

OCCUPANT LOAD TABLE

OCCUPANCY AREA OCC. FACTOR OCC. LOAD

1172 SF 100 SF

1172 SF

PLAN

NORTH

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

OFFICE

RESTROOM

OFFICE

RECEPTION STORAGE

4 4 4

5 5

EXISTING SIDEWALK TO REMAIN

EXISTING STAIR AND RAILING TO REMAIN

EXISTING TO REMAIN

EXISTING STAIR TO REMAIN

GAS METER LOCATION

- SEE MPD101

12 12 12

12 12

12 12 12

12 12

AD201

12 1212

12 12 12

19 11

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)

IMMEDIATELY OF DISCREPANCIES BEFORE PROCEEDING WITH THE

WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE FROM

THE DRAWINGS WITHOUT FIRST SECURING WRITTEN PERMISSION

FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) FOR ANY LACK OF OR AMBIGUITY

OF INFORMATION IN THE DRAWINGS PRIOR TO PROCEEDING WITH

THAT PORTION OF THE WORK.

E. CONTRACTOR IS TO COORDINATE WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) ON EXTERIOR SIGN REMOVAL

AND DISPOSAL.

F. NO CLEANERS OR OTHER ADDITIVES MAY BE ADDED TO THE WATER

FOR PRESSURE WASHING DUE TO EXISTING STORM WATER PERMIT

CONSTRAINTS. IF ADDITIVES ARE REQUIRED, ALL WASTE WATER

MUST BE COLLECTED AND DISPOSED OF IN THE SANITARY SEWER.

G. IF HAZARDOUS MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL

STOP WORK AND IMMEDIATELY NOTIFY THE COR FOR DIRECTION.

H. CONTRACTOR SHALL SUPPLY TEMPORARY STORAGE OF ALL

FURNITURE AND EQUIPMENT IN THE EXISTING BUILDING.

CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING

FURNITURE/BOXES, STORING FURNITURE/BOXES, AND RETURNING

FURNITURE/BOXES TO THE FACILITY ONCE CONSTRUCTION IS

COMPLETE. PARAMETERS AND GUIDELINES FOR THIS WORK ITEM ARE

PROVIDED BELOW. COORDINATE EACH SCOPE ITEM WITH COR PRIOR

TO BEGINNING WORK.

a. DEPLOY A PORTABLE 40’ TRAILER, STORAGE UNIT, CONEX ON

SITE TO FOR STORAGE OF CURRENT BUILDING FURNITURE AND

BOXES. THIS UNIT SHALL BE DEPLOYED IN THE HIGHER

ELEVATION PARKING LOT EAST OF THE BUILDING. COORDINATE

EXACT LOCATION WITH COR PRIOR TO DEPLOYMENT.

b. CONTRACTOR WILL BE REQUIRED TO MOVE APPROXIMATELY (24)

20" X 20" X 15" FULL BOXES TO BE PACKED BY DOBBINS

PERSONNEL. CONTRACTOR TO STORE BOXES IN STORAGE UNIT

ON SITE. COORDINATE BOX QUANTITY AND SIZES WITH COR

PRIOR TO BEGINNING WORK.

c. CONTRACTOR SHALL BREAK DOWN ALL FURNITURE IN THE

BUILDING AND STORE IT FOR THE DURATION OF CONSTRUCTION.

AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL

REINSTALL ALL FURNITURE IN LOCATIONS SPECIFIED BY THE

COR.

GENERAL DEMO NOTES:

LEGEND:

EXISTING WALL TO BE DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING DOOR TO BE REMOVED

REPLACE AND PREP WOOD FLOORS

TO BE REFINISHED

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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DESIGNED

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DATE

DRAWING OF

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C o p yr ig h t b y C ro ft

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C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

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W .r v t

AD101

D E

M O

P L

A N

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

AD101

DEMOLITION FLOOR PLAN

KEYNOTES - DEMO PLAN

1 REMOVE EXISTING DOOR. SALVAGE DOOR HARDWARE FOR POSSIBLE

REINSTALLATION. COORDINATE WITH COR.

2 REMOVE EXISTING CERAMIC TILE AND BASE IN THIS ROOM.

3 REMOVE COUNTER TOP, BASE AND UPPER CABINETS, AND SINK.

REMOVE APPLIANCES AT THE DIRECTION OF COR.

4 REMOVE EXISTING WINDOW BLINDS.

5 REMOVE EXISTING HVAC SYSTEM - SEE MPD101.

6 CLEAN EXISTING STONE AS REQUIRED.

7 REMOVE AND STORE ALL EXISTING PORTABLE FIRE EXTINGUISHERS

AND HANGING HARDWARE. TO BE RELOCATED AS SHOWN ON A-101.

8 REMOVE EXISTING PLUMBING FIXTURES AND PIPING AND ACCESSORIES

- SEE MPD101.

9 REMOVE EXISTING CARPET FLOORING TO SUB FLOORING. PROTECT ANY

EXISTING WOOD FLOORING THAT IS UNDER CARPET.

10 REMOVE WOOD TRIM CASING. SALVAGE FOR POSSIBLE

REINSTALLATION. COORDINATE WITH COR.

11 REMOVE EXISTING WOOD PICTURE MOLDING IN ROOM. NEW PICTURE

MOLDING TO MATCH EXISTING. SEE 2/A-001

12 PROTECT EXISTING WINDOW FOR REPAIR AND PAINT.

13 REMOVE EXISTING GUTTERS AND DOWNSPOUT SYSTEM. PREP FOR NEW

GUTTERS AND DOWNSPOUT SYSTEM.

14 PRESSURE WASH ENTIRE BUILDING FACADE AND CLEAN STONE AS

REQUIRED.

15 REMOVE EXISTING BUILDING SIGN. COORDINATE WITH COR.

16 NOT USED

17 PROTECT EXISTING WOOD DOOR.

18 REPLACE AND PREP WOOD FLOORS TO BE REFINISHED.

19 PREP EXISTING WOOD FLOOR FOR REFINISH.

PLAN

NORTH

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

EXISTING

WOOD CEILING

TO REMAIN

EXISTING

WOOD CEILING

TO REMAIN

OFFICE

RESTROOM

OFFICE

RECEPTION

STORAGE

1 2

OFFICE

LINE OF ROOF OUTLINE

LINE OF EXISTING GUTTER

AND DOWNSPOUT SYSTEM

SURFACE MOUNTED LIGHT FIXTURE

DEMO RCP LEGEND:

GWB CEILING

SUPPLY DIFFUSER

RETURN REGISTER

WALL MOUNTED LIGHT FIXTURE

EXISTING WOOD CEILING TO REMAIN

SURFACE OR RECESSED LIGHT FIXTURE

WALL SCONCE LIGHT FIXTURE

SURFACE MOUNTED ROUND LIGHT FIXTURE

COMBINATION CEILING FAN/LIGHT FIXTURE

ATTIC OPENING

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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A C

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

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A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

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2020-04-15

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AD131

D E

M O

R E

F L

E C

T E

D C

P L

A N

2018-173

J. RYAN

C. BAXTER

KEYNOTES - DEMO REFLECTED CEILING PLAN

1 REMOVE EXISTING GYPSUM BOARD CEILING IN THIS ROOM

2 REMOVE EXISTING LIGHT FIXTURES, CEILING FANS, LIGHTING

CONTROLS, SUPPLY & RETURN DIFFUSERS, AND EXHAUST GRILLS, SEE

ED101 AND MPD101.

3 REMOVE EXISTING ATTIC OPENING. TO BE RELOCATED - SEE A-131.

4 PREP, PRIME, AND PAINT EXISTING WOOD CEILING

5 PREP EXISTING WOOD CEILING FOR REFINISH

10 FT50

1/4" = 1'-0"

AD131

DEMOLITION REFLECTED CEILING PLAN

PLAN

NORTH

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"0'-0"

9'-0"

EXISTING TO REMAINEXISTING STAIR

TO REMAIN

1 1

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"0'-0"

9'-0"

EXISTING STAIR

TO REMAIN

1 1 1 1 1 1

8 3

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"0'-0"

9'-0"

EXISTING TO

REMAIN

GAS METER LOCATION

- SEE MPD101

1 1 1 1 1 1

2 3

1 1 1 1

10 10

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"0'-0"

9'-0"

EXISTING TO REMAINEXISTING STAIR

TO REMAIN

GAS METER LOCATION

- SEE MPD101

EXISTING STAIR

TO REMAIN

1 1

1 1 1

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

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C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

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AD201

D E

M O

E X

T E

R E

L E

V A

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

AD201

DEMO SOUTH EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

AD201

DEMO EAST EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

AD201

DEMO NORTH EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

AD201

DEMO WEST EXTERIOR ELEVATION

KEYNOTES - DEMO ELEVATION

1 PROTECT EXISTING WINDOW FOR REPAIR AND PAINT.

2 NEW EXTERIOR LIGHT FIXTURE. SEE E-101.

3 PREP, PRIME, AND PAINT EXISTING WOOD SURFACES.

4 REMOVE EXISTING BUILDING MOUNTED SIGN.

COORDINATE WITH COR.

5 PREP AND PAINT EXISTING STAIR RAILING.

6 PRESSURE WASH ENTIRE BUILDING FACADE AND CLEAN

STONE AS REQUIRED.

7 REMOVE EXISTING GUTTERS AND DOWNSPOUT SYSTEM.

8 REMOVE EXISTING FACIA BOARDS.

9 REMOVE EXISTING ROOF DOWN TO ROOF JOIST - SEE

A-151.

10 PROTECT EXISTING WOOD DOOR FOR REPAIR AND PAINT.

11 REMOVE EXISTING ROOF / WALL FLASHING AROUND

CHIMNEY.

12 REMOVE EXISTING CHIMNEY ROOF CAP AND PREP FOR

NEW CHIMNEY ROOF CAP. SEE A-151

REV. DATE/BY DESCRIPTION

D 2019-12-19 95% SUBMITTAL

1G3BS1

SOUND ATTENUATION BLANKETS

(SAB), (WHERE APPLICABLE)

PARTITION HEAD CONDITION

STUD SIZE (SEE STUD OR CMU

WIDTH SCHEDULE)

PARTITION TYPE (SEE PARTITION

TYPES ON THIS SHEET)

FIRE RATING (WHERE APPLICABLE)

PARTITION TYPE NOMENCLATURE

UNIQUE PARTITION TYPE

IDENTIFIER (WHERE APPLICABLE)

PARTITION TYPES

CHASE

FURRING

GYPSUM WALLBOARD

HYBRID

M MASONRY

P PANEL - EX. METAL WALL PANEL

S SHAFT

T TEMPORARY

W WOOD

NUMBER

CHARACTER

METAL

STUD

WIDTH

WOOD

STUD

WIDTH

CMU

WIDTH

REMARKS

PARTITION METAL / WOOD STUD OR CMU WIDTH

7/8" NA 7/8" FURRING CHANNEL

1-5/8" NA

2-1/2" 1-1/2" CMU = SOAP BLOCK

3-5/8" 2-1/2"

4 4" 3-1/2"

6 6" 5-1/2"

8 8" 7-1/4"

10 10" 9-1/4"

12 12" 11-1/4"

1-5/8"

3-5/8"

5-5/8"

7-5/8"

9 5/8"

11-5/8"

PARTITION HEAD CONDITION DESIGNATOR

PARTITION TO BOTTOM OF STRUCTURAL ROOF OR

FLOOR DECK ABOVE

PARTITION TO 6" ABOVE CEILING - EXTEND METAL

STUD TO STRUCTURE PER SPECIFICATIONS

PARTITION TO BOTTOM OF CEILING ABOVE

TE=3'-6"

TOP OF PARTIAL HEIGHT PARTITION

(PARTITION HEAD CONDITION 'D')

(WHERE APPLICABLE)

1. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC

ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR

GEOMETRY.

2. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. REFER TO

PARTITION TYPE FOR PARTITION WIDTH DIMENSIONS UNLESS NOTED

OTHERWISE TO BE SHOWN ON PLAN.

3. CAULK:

A. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE /

SMOKE RESISTANT FILL MATERIAL IN CONJUNCTION WITH AN

APPROPRIATE RATED FIRE / SMOKE FIRE STOPPING SYSTEM.

4. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS

SHALL USE ACOUSTICAL CAULK.

5. INSULATION:

A. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL

INSULATION.

6. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE

SOUND ATTENUATION BLANKETS (SAB).

7. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM

SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR

GYPSUM BOARD.

8. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND OR

SMOKE RESISTANT RATING SHALL BE IDENTIFIED WITH A LABEL ABOVE

THE CEILING ON EACH SEGMENT OF WALL AND 20'-0" O.C. MAX. EACH SIDE

OR AS REQUIRED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

9. PROVIDE METAL STRAPPING @ 24" VERT. TO HOLD INSULATION AT AREAS

WITHOUT GYPSUM WALLBOARD.

10. ALL WALLS SCHEDULED TO RECEIVE SOUND BATTS OR THERMAL

INSULATION, EXTEND BATTS OR INSULATION ON FULL HEIGHT OF WALL.

11. ALL BOTTOM WALL TRACKS TO BE SET IN STRIP OF SOUND CAULK.

12. ALL BLOCKING TO BE PRESSURE TREATED.

13. ALL RATED PARTITIONS SHALL BE LABELED ABOVE CEILING WITH LABELS

PER THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AS REQUIRED.

IBC CHAPTER 7 AT MINIMUM.

14. SEE FLOOR PLAN FOR EXTENT AND LOCATIONS.

PARTITION NOTES:

UNIQUE PARTITION TYPE IDENTIFIER

5/8" GYPSUM WALLBOARD ON 1 SIDE

ACOUSTIC CAULK,

BOTH SIDES

LINE OF

STRUCTURE

WOOD STUD

BOTTOM PLATE

5/8" GYPSUM

BOARD, EACH SIDE

CAULK, BOTH SIDES

DOUBLE WOOD STUD

TOP PLATE

REFER TO PARTITION

HEAD DETAILS FOR

RATED OR NON-RATED

CONDITIONS

REFER TO SCHEDULE BELOW

FOR PARTITION WIDTH

WIDTH

LINE OF

CEILING

LINE OF

STRUCTURE

ADDITIONAL 5/8" GYPSUM

BOARD, EACH SIDE. FOR FIRE

RATING PER SCHEDULE

BELOW

PLAN

WOOD TRIM TO MATCH EXISTING.

COORDINATE WITH COR.

3/4" X 3/4" QUARTER

ROUND. VERIFY

WITH EXISTING.

EXISTING OR NEW

WALL. SEE A-101

V .I .F

V.I.F.

0' - 0 3/4"

WOOD PICTURE MOLDING

TO MATCH EXISTING.

COORDINATE WITH COR.

EXISTING OR NEW

WALL. SEE A-101

V .I .F

V.I.F.

0' - 0 3/4"

8'-0" V.I.F.

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

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C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

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2020-04-15

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A-001

P A

R T

N T

Y P

E S

2018-173

J. RYAN

C. BAXTER

PARTITION TYPE "W"

M A

R K

STUD

WIDTH

GWB THK

(LAYERS

PER SIDE)

PARTN

WIDTH COMMENTS

W2 1 1/2" 5/8" 2 3/4"

W3 2 1/2" 5/8" 3 3/4"

W4 3 1/2" 5/8" 4 3/4"

W6 5 1/2" 5/8" 6 3/4"

W8 7 1/4" 5/8" 8 1/2"

W10 9 1/4" 5/8" 10 1/2"

W12 11 1/4" 5/8" 12 1/2"

3 6 9 12 IN0

3" = 1'-0"

A-001

WOOD BASE

3 6 9 12 IN0

3" = 1'-0"

A-001

PICTURE MOLDING

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY CONTRACTING OFFICER (CO) IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE FROM

THE DRAWINGS WITHOUT FIRST SECURING WRITTEN PERMISSION

FROM THE CONTRACTING OFFICER (CO).

D. REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING

OFFICER (CO) FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN

THE DRAWINGS PRIOR TO PROCEEDING WITH THAT PORTION OF THE

WORK.

E. DOORS SHALL BE LOCATED 4" FROM THE ADJACENT WALL, UNLESS

NOTED OTHERWISE.

F. ALL WALLS OR PORTION OF WALLS WITH TILE FINISH SHALL HAVE

CEMENTITIOUS TILE BACKER BOARD IN LIEU OF GYPSUM WALL BOARD.

G. DIMENSIONS ARE TO FACE OF STUD OR MASONRY OR GRIDLINE U.N.O.

H. REFRAME EXISTING WALL AS REQUIRED FOR NEW DOORS AND

CORRIDORS.

I. PROTECT EXISTING HISTORIC FEATURES. COORDINATE WITH THE

CONTRACTING OFFICER REPRESENTATIVE (COR)

GENERAL NOTES:

A-201

SUPPLIES /

STORAGE

CONFERENCE

ROOM

RESTROOM

OFFICE

CORRIDOR

OPEN OFFICE

RECEPTION

AREA

I-751

A-151

107W4B

W4AW4A

A-400

EXISTING SIDEWALK TO REMAIN

EXISTING STAIR AND RAILING TO REMAIN

EXISTING TO REMAIN

EXISTING STAIR TO REMAIN

GAS METER LOCATION

- SEE P-101

NEW EQUIPMENT

- SEE M-101

6 1

616 1

6 1

MIN. CLEAR

5' - 0"

OPEN OFFICE

7 TYP.

1 1A 1A

V.I.F.

8' - 8 3/4" 5' - 4 3/4"

0' - 4" V.I.F.

13' - 10 1/2"

W4A1

W4B

EXISTING CASED OPENINGS

LEGEND:

EXISTING WALL TO REMAIN

DOOR TAGX

NEW WOOD STUD / GYP. BD. WALL

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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A C

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

C O

N T

A C

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B E

R T

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D S

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-0

D O

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R E

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A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

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C T

I N

-B O

X \2

-1

D o b b in s A

R B

B ld g

D ra w in g I n fo

\c R e v it \2

-1

D o b b in s A

R B

B ld g

N E

W .r v t

A-101

F L

O O

R P

L A

2018-173

J. RYAN

C. BAXTER

PLAN

NORTH

10 FT50

1/4" = 1'-0"

A-101

FLOOR PLAN

KEYNOTES - FLOOR PLAN:

1 EXISTING EXTERIOR WINDOWS TO GET SEMI-PRIVATE TINTED

FILM GLAZING INSTALLED (VERIFY BLACKOUT AT 1A LOCATIONS).

COORDINATE WITH COR.

2 PAINT ALL INTERIOR WALLS. SEE I-001

3 PRIME AND PAINT EXTERIOR WOOD SURFACES PER FINISH

SCHEDULE ON I-001

4 NEW BUILDING MOUNTED SIGN - SEE IS101.

5 PREP & PAINT EXISTING RAILINGS.

6 RE-CAULK ALL WINDOW GLAZING.

7 RE-CAULK ALL EXTERIOR JOINTS.

8 PROTECT EXISTING WINDOW FOR REPAIR. PRIME AND PAINT

TRIM PER FINISH SCHEDULE ON I-001.

9 NEW PLUMBING FIXTURES AND ACCESSORIES IN RESTROOM -

SEE P-101

10 INSTALL NEW MILLWORK AND SINK.

11 NEW GUTTERS AND DOWNSPOUT SYSTEM

12 RELOCATED EXISTING PORTABLE FIRE EXTINGUISHER AND

HANGING HARDWARE. VERIFY LOCATION WITH COR.

13 NEW ELECTRICAL PANEL - SEE E-101

14 HISTORICAL MARKER - SEE IS101

REV. DATE/BY DESCRIPTION

A 2018-10-03 CONCEPT DESIGN

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

9 5

SUPPLIES /

STORAGE

RECEPTION

AREA

OPEN OFFICE

C O

R R

OFFICE

RESTROOM

CONFERENCE

ROOM

1 3

OPEN OFFICE

LINE OF EXISTING

ROOF OUTLINE

LINE OF NEW GUTTER AND

DOWNSPOUT SYSTEM

NEW DOWNSPOUT

E Q

EQ 5' - 0" 5' - 0" 5' - 0" EQ

E Q

EQ EQ

E Q

EQ EQ

EQ 6' - 6" EQ

E Q

EQ EQ

E Q

EQ EQ

E Q

1' - 0"

EXISTING

WOOD CEILING

TO REMAIN

EXISTING

WOOD CEILING

TO REMAIN

9'-0"

RCP LEGEND:

SURFACE OR RECESSED LIGHT FIXTURE

SURFACE MOUNTED LIGHT FIXTURE

GWB CEILING

SUPPLY DIFFUSER

RETURN REGISTER

PENDANT LIGHT FIXTURE

EXIT SIGN LIGHT FIXTURE, CEILING/WALL

MOUNTED, ARROWS AS REQUIRED

EMERGENCY LIGHT FIXTURE, WALL MOUNTED

WALL MOUNTED LIGHT FIXTURE

EXISTING WOOD CEILING TO REMAIN

ATTIC OPENING

GENERAL REFLECTED CEILING PLAN NOTES

A. IF THERE ARE QUESTIONS REGARDING THE ITEMS NOTED HEREIN OR

OTHER COORDINATION PROBLEMS, THE CONTRACTOR SHALL OBTAIN A

WRITTEN CLARIFICATION FROM THE COR PRIOR TO PROCEEDING WITH

THE WORK.

B. VERIFY FIELD CONDITIONS AND LOCATIONS OF ELECTRICAL,

MECHANICAL, PLUMBING, AND STRUCTURAL ELEMENTS AND ANY OTHER

APPLICABLE ITEMS. REVIEW AND DETERMINE CEILING CAVITY

EQUIPMENT TO INSURE ADEQUATE CLEARANCES FOR CEILING LAYOUT

BEFORE RELATED ELEMENTS ARE CONSTRUCTED.

C. DEVICES ON THIS PLAN HAVE BEEN SHOWN FOR COORDINATION

PURPOSES ONLY. ALL DEVICES MAY NOT BE SHOWN. INSTALL ALL

DEVICES INDICATED ON THE MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION AND OTHER APPLICABLE DRAWINGS FOR ITEMS NOT

SHOWN ON REFLECTED CEILING PLANS.

D. ALL MEP WORK SHALL BE PLANNED TO MINIMIZE THE AMOUNT OF

ACCESS PANELS IN HARD CEILINGS. COORDINATE REQUIRED PANEL

LOCATIONS WITH COR. PANELS ARE TO BE FINISHED TO MATCH

ADJACENT SURFACE.

E. DIMENSIONS ARE FACE OF FINISH TO CENTER OF FIXTURE U.N.O.

F. SEE SHEET A-001 FOR PARTITION TYPES AND HEIGHT OF WALLS ABOVE

CEILING.

G. AT PARTITIONS WITH SOUND ATTENUATION BLANKETS PROVIDE SOUND

ATTENUATION BLANKETS ON CEILING WITHIN 2'-0" ON BOTH SIDES OF

WALL EXCEPT AT PARTITIONS WITH SOUND ATTENUATION BLANKETS

EXTENDING TO STRUCTURE.

H. PROVIDE ACOUSTIC BATT INSULATION ABOVE CEILING UNDER UNIT AND

5'-0" BEYOND ALL 4 SIDES OF UNIT.

I. LOCATION OF THERMOSTATS SHALL BE VERIFIED W/ COR PRIOR TO

INSTALLATION.

J. TYPICAL CEILING HEIGHT TO MATCH EXISTING HEIGHT U.N.O.

K. ALL GWB CEILINGS TO BE PAINTED PT-1 FLAT FINISH U.N.O.

L. FINISH HVAC DIFFUSERS, DRAPERY POCKETS AND SPEAKER

GRILLES TO MATCH ADJACENT FINISH U.N.O.

M. REFER TO SHEET I-001 FOR FINISH SPECIFICATIONS. SEE FINISH

SCHEDULE FOR CEILING TYPES & MATERIALS IN EACH ROOM / AREA

N. ALL GYPSUM BOARD CEILINGS IN WET AREAS LIKE TOILETS. SHALL BE

WATER RESISTANT GYPSUM BOARD.

O. GENERAL CONTRACTOR SHALL SUBMIT LOCATION PLANS FOR ALL

DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS LIKE FIRE ALARM

DEVICES, THERMOSTATS AND ANY OTHER THAT DIFFERENT OR NOT

SHOWN ON THIS PLAN.

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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E B

A S

G E

O R

P R

C T

L O

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D R

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C O

N T

A C

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

C O

N T

A C

R O

B E

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N S

D S

-3 ro b e rt

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a f.

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H O

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E N

O V

A T

B U

G W

-0

D O

B B

R E

S E

R V

E B

A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

M P

O M

M E

R C

R O

J E

C T

I N

-B O

X \2

-1

D o b b in s A

R B

B ld g

D ra w in g I n fo

\c R e v it \2

-1

D o b b in s A

R B

B ld g

N E

W .r v t

A-131

R E

F L

E C

T E

D C

P L

A N

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

A-131

REFLECTED CEILING PLAN

KEYNOTES - REFLECTED CEILING PLAN

1 INSTALL NEW GYPSUM BOARD CEILING IN THIS ROOM. CEILING HEIGHT

TO MATCH EXISTING.

2 NEW EXTERIOR LIGHT FIXTURE - SEE E-101.

3 NEW LIGHT FIXTURES, LIGHTING CONTROLS, SUPPLY & RETURN

DIFFUSERS, AND EXHAUST GRILLS - SEE E-101 AND M-101.

5 CLEAN AND REFINISH EXISTING WOOD CEILING. SEE I-001.

6 RELOCATED EXTISTING ATTIC OPENING

7 INSTALL NEW LIGHT FIXTURE IN EXISTING LIGHT FIXTURE LOCATION.

8 INSTALL NEW MECHANICAL ITEM IN EXISTING MECHANICAL LOCATION -

SEE M-101.

9 PRIME AND PAINT EXISTING WOOD CEILING. SEE I-001

10 NEW 42" X 36" PLYWOOD PLANK IN ATTIC ABOVE FOR NEW FAN COIL -

SEE M-101.

PLAN

NORTH

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

GENERAL ROOF NOTES:

A. SEE SPECIFICATION 07 31 13 FOR SHINGLE ROOFING SYSTEM AND 06 10 00

ROUGH CARPENTRY FOR ROOF SHEATHING.

B. DO NOT ENCROACH ON VALLEYS WITH PLUMBING VENTS, MECHANICAL OR

ELECTRICAL PENETRATIONS.

A-201

3 3

A-151

TYP

EXISTING STONE

CHIMNEY

A-151

TRUSS BRNG.

12'-6"

EXISTING STONE TO REMAIN

SEE A-131 RCP PLAN FOR

CEILING FINISH

EXISTING EXTERIOR WALL

TO REMAIN

NEW SHINGLE ROOF ON

SELF-ADHERING POLYMER

MODIFIED ASPHALT SHEET (ICE

AND WATER SHIELD)

NEW EXTERIOR GRADE

PLYWOOD ROOF SHEATHING

NEW GUTTERS AND

DOWNSPOUTS

EXISTING WOOD ROOF

TRUSSES TO REMAIN

9'-0"

NEW FASCIA, MATCH

EXISTING PROFILE AND

ELEVATION

NEW CRICKET AT CHIMNEY

EXISTING STONE CHIMNEY

NEW CHIMNEY CAP WITH

BIRD GUARD. COORDINATE

WITH COR.

NEW ROOF / WALL

FLASHING AROUND

CHIMNEY

EXISTING STONE

USE ROOFING CEMENT

BEHIND FLASHING AND BEAD

FLASHING AT TOP EDGE.

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

N G

E R

G th

T W

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B B

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R V

E B

A S

G E

O R

P R

C T

L O

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D R

A W

C O

N T

A C

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

C O

N T

A C

R O

B E

R T

E R

N S

D S

-3 ro b e rt

.e rn st .5 u s.

a f.

m il

R O

C K

H O

U S

E R

E N

O V

A T

B U

G W

-0

D O

B B

R E

S E

R V

E B

A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

M P

O M

M E

R C

R O

J E

C T

I N

-B O

X \2

-1

D o b b in s A

R B

B ld g

D ra w in g I n fo

\c R e v it \2

-1

D o b b in s A

R B

B ld g

N E

W .r v t

A-151

R O

O F

P L

A N

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

A-151

ROOF PLAN

KEYNOTES - ROOF PLAN

1 NEW SHINGLE ROOF ON SELF-ADHERING POLYMER MODIFIED ASPHALT

SHEET (ICE AND WATER SHIELD). MATCH EXISTING ROOF SLOPES.

2 ROOF PENETRATION - SEE P-101 AND M-101.

3 REPLACE FASICA BOARDS. PREP AND PAINT FACIA TO MATCH EXISTING

PROFILE AND ELEVATION.

4 NEW GUTTERS AND DOWNSPOUT SYSTEM.

5 NEW CHIMNEY CAP WITH BIRD GUARD. COORDINATE WITH COR.

6 NEW CRICKET AT CHIMNEY.

7 NEW ROOF/WALL FLASHING AROUND CHIMNEY.

PLAN

NORTH

0 1 2 3 FT

3/4" = 1'-0"

A-151

WALL SECTION

10 FT50

3/4" = 1'-0"

A-151

CHIMNEY DETAIL

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"

6 1

0'-0"

9'-0"

EXISTING TO REMAIN

EXISTING STAIR

TO REMAIN

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"

1 6 1 6 1 6 1 6 1 6

7 7

0'-0"

9'-0"

EXISTING TO REMAIN

SEE P-101

NEW EQUIPMENT

- SEE M-101

EXISTING STAIR

TO REMAIN

EXISTING STAIR

TO REMAIN

1 6 1 6

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"

1 1

6 6

1 6

2 3

0'-0"

9'-0"

EXISTING TO

REMAIN

GAS METER LOCATION

- SEE P-101

NEW EQUIPMENT

- SEE M-101

1 61 61 61 6

TRUSS BRNG.

12'-6"

MAIN FLOOR

3'-6"

1 61 61 61 61 61

8 3

7 7

0'-0"

9'-0"

EXISTING STAIR

TO REMAIN

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

N G

E R

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T W

D O

B B

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S E

R V

E B

A S

G E

O R

P R

C T

L O

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D R

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

C O

N T

A C

R O

B E

R T

E R

N S

D S

-3 ro b e rt

.e rn st .5 u s.

a f.

m il

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E N

O V

A T

B U

G W

-0

D O

B B

R E

S E

R V

E B

A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

M P

O M

M E

R C

R O

J E

C T

I N

-B O

X \2

-1

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R B

B ld g

D ra w in g I n fo

\c R e v it \2

-1

D o b b in s A

R B

B ld g

N E

W .r v t

A-201

E X

T E

R E

L E

V A

N S

2018-173

J. RYAN

C. BAXTER

10 FT50

1/4" = 1'-0"

A-201

SOUTH EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

A-201

WEST EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

A-201

NORTH EXTERIOR ELEVATION

10 FT50

1/4" = 1'-0"

A-201

EAST EXTERIOR ELEVATION

KEYNOTES - EXTERIOR ELEVATIONS

1 EXISTING EXTERIOR WINDOWS TO GET SEMI-PRIVATE

TINTED FILM GLAZING INSTALLED. COORDINATE WITH

COR.

2 NEW EXTERIOR LIGHT FIXTURE - SEE E-101

3 PRIME AND PAINT EXTERIOR WOOD SURFACES PER

FINISH SCHEDULE ON SEE I-001.

4 NEW BUILDING MOUNTED SIGN - SEE IS101.

COORDINATE WITH COR.

5 PAINT EXISTING STAIR RAILING.

6 PROTECT EXISTING WINDOW FOR REPAIR. RE-CAULK

ALL WINDOW GLAZING. PRIME AND PAINT TRIM PER

FINISH SCHEDULE ON I-001.

7 RE-CAULK ALL EXTERIOR JOINTS.

8 REPLACE FASCIA BOARDS. PREP AND PAINT FASCIA TO

MATCH EXISTING PROFILE AND ELEVATION.

9 NEW SHINGLE ROOF ON SELF-ADHERING POLYMER

MODIFIED ASPHALT SHEET (ICE AND WATER SHIELD).

MATCH EXISTING ROOF SLOPES. SEE A-151.

10 PROTECT EXISTING DOOR FOR REPAIR. PRIME AND

PAINT EXISTING WOOD DOOR. SEE I-001.

11 NEW GUTTERS AND DOWNSPOUT SYSTEM.

12 NEW CHIMNEY ROOF CAP. SEE A-151.

13 ROOF PENETRATION - SEE P-101 AND M-101.

14 NEW ROOF / WALL FLASHING AROUND CHIMNEY. SEE

A-151.

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

SWITCHES

THERMOSTAT

FIRE ALARM

F.F.L. @ H

E S

T O

P E

R A

B L E

P A

R T

M A

E W

A L L

16" - 18"

TOP OF

SEAT

MIN

1' - 0"

MIN

2' - 0"

MIN

3' - 0"

B A

C K

W A

L L

FLOOR MOUNTED TOILET

MAX

1' - 0"

MIN

3' - 6"

39" - 41"

54" MIN

IN FRONT

OF TOILET

M A

TOILET PAPER

DISPENSER

LAVATORY

M A

0' - 8" MIN

0' - 6" MAX

11" MIN

MIRROR

OVER SINK

R E

F L E

C T

S U

R F

A C

A X

T O

B O

T O

B A

C K

W A

L L

SOAP

DISPENSER

PAPER TOWEL

DISPENSER

17" - 19" AMBULATORY

WASTE RECEPTACLE

B A

C K

W A

L L

1. GC TO PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES

AND ACCESSORIES

2. "LAV GUARD" MODEL #102 BY "TRUEBRO" OR EQUAL TO BE USED

AS PROTECTION/ INSULATION FOR EXPOSED PIPES

3. A ROBE HOOK SHALL BE MOUNTED ON THE BACK SIDE OF DOOR

AT SINGLE USE RESTROOM

4. FLUSH HANDLE TO BE ON OPEN SIDE OF WATER CLOSET

5. GRAB BARS TO BE 1-1/2" FROM THE WALL FACE

ACCESSIBILITY NOTES:

SIGNAGE NOTES:

1. ALL SIGNAGE BY CONTRACTOR - SEE IS101

2. CHARACTERS/ SYMBOLS SHALL CONTRAST WITH THEIR

BACKGROUND

3. IDENTIFICATION SYMBOLS TO BE MOUNTED ON THE WALL ON

STRIKESIDE OF DOOR 60" AFF AND SHALL BE DISTINCTLY

DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST

4. PROVIDE ROOM IDENTIFICATION SIGN ON WALL TO LATCH SIDE OF

DOOR

5. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN,

SHALL BE MIN 5/8" HIGH, AND SHALL BE SANS-SERIF UPPERCASE

CHARACTERS

ADA RESTROOM/SHOWER SIGNAGE:

GRADE 2 BRAILLE

APPLY APPROPRIATE DESIGNATION PER

RESTROOM USE, SEE IS101

RESTROOM

SIGN TO INCLUDE:

1. GENDER

2. INT'L ACCESSIBILITY

SYMBOL

3. ROOM NAME

4. BRAILLE ROOM NAME

1/8" THICK SIGN

48" AFF MIN.

60" AFF MAX.

NOTES:

1. ALL ACCESSORIES TO BE BOBRICK OR EQUAL, UNO.

COORDINATE WITH COR BEFORE ORDERING.

2. ALL ACCESSORIES TO BE STAINLESS STEEL SATIN FINISH

3. SEE DETAILS FOR MOUNTING HEIGHTS

4. RECESSED INSTALLATION

5. GOVERNMENT FURNISHED - CONTRACTOR INSTALLED. CONFIRM

ALL ROUGH-IN AND INSTALLATION REQUIREMENTS WITH COR.

CONTRACTOR TO INSTALL.

A 30" x 48" CLEAR FLOOR SPACE

CLEAR FLOOR SPACE REQUIREMENTS

C 60" DIAMETER

D "T" SHAPED TURNING SPACE

F 59" x 60" AT FLOOR MOUNTED WATER CLOSET*

B 30" x 48" ALTERNATE CLEAR FLOOR SPACE

RESTROOM

V .I .F

V.I.F.

13' - 3" 0' - 8"

6'-3" 7'-0"

PT1 SD1

GB3

TT1

GB1

GB2

PT12

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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C T

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D R

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C O

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A C

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

C T

C O

N T

A C

R O

B E

R T

E R

N S

D S

-3 ro b e rt

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a f.

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H O

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O V

A T

B U

G W

-0

D O

B B

R E

S E

R V

E B

A S

G E

O R

J. MORGAN

C o p yr ig h t b y C ro ft

A ss o ci a te s, P

C A ll ri g h ts r e se rv e d T h is d o cu m e n t is p ro p e rt y o f C ro ft

A ss o ci a te s, P

C ro ft

A ss o ci a te s, P

2020-04-15

M P

O M

M E

R C

R O

J E

C T

I N

-B O

X \2

-1

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R B

B ld g

D ra w in g I n fo

\c R e v it \2

-1

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B ld g

N E

W .r v t

A-400

S T

A N

D A

R D

R E

S T

R O

O M

D E

T A

2018-173

J. RYAN

C. BAXTER

0 5 FT

3/8" = 1'-0"

A-400

RESTROOM - ADA FIXTURE MOUNTING HEIGHTS

RESTROOM ACCESSORIES SCHEDULE

MARK DESCRIPTION MODEL # REMARKS

GB1 GRAB BAR (36" LONG) B-6806 SERIES

GB2 GRAB BAR (42" LONG) B-6806 SERIES

GB3 GRAB BAR (18" LONG) B-6806 SERIES

H1 ROBE HOOK B-6727 MOUNT 48" AFF

M1 MIRROR, LAVATORY B-165 18x36

PT1 PAPER TOWEL DISPENSER B-4262 NOTE 5

PT2 WASTE RECEPTACLES B-43644 NOTE 4

SD1 SOAP DISPENSER B-2111 NOTE 5

TT1 TOILET TISSUE DISPENSER B2740 NOTE 5

5 FT0 1

1/2" = 1'-0"

A-400

ENLARGED RESTROOM PLAN

REV. DATE/BY DESCRIPTION

B 2018-11-09 65% SUBMITTAL

C 2019-08-16 REVISED 65% SUB.

D 2019-12-19 95% SUBMITTAL

A B

INTERIOR WOOD

PANEL DOOR TO

MATCH EXISTING

SEE SCHED SEE SCHED

SAFETY GLAZING

HORIZ AND VERT

MULLIONS TO

MATCH EXISTING

NEW WOOD RAIL

AND STILE DOOR

S E

E S

C H

E D

S E

E S

C H

E D

PRE-MOLDED

JOINT FILLER EXISTING FLOOR

FLOOR FINISH

AS SCHEDULED

ALUMINUM

THRESHOLD SET

IN BED OF

SEALANT

DOOR & FRAME

AS SCHEDULED

WALL BEYOND

A X

CRIPPLE STUD

GYPSUM WALLBOARD

WOOD STUDS AND INSULATION AS

APPLICABLE - SEE PARTITION TYPE

"W", SHEET A-001

WOOD DOOR FRAME. SEE 3/A-601

DOOR, SEE SCHEDULE

WOOD STUD HEADER

GYPSUM WALLBOARD

WOOD STUDS AND INSULATION AS

APPLICABLE - SEE PARTITION "W",

SHEET A-001

WOOD DOOR FRAME. SEE 3/A-601

DOOR, SEE SCHEDULE

DOUBLE WOOD STUDS

VARIES

3/4" X 4 1/2" WOOD JAMB WITH 1/2" X 3/4"

WOOD STOP. VERIFY WITH EXISTING.

DOOR FRAME

TILE OR OTHER SIM. HEIGHT

FLOORING MATERIAL

HARD FLOORING

CONT. SCHLUTER SCHEME -V OR

EQUAL STAINLESS TRANSITION

STRIP

CARPET OR OTHER

LOWER PROFILE

FLOORING

HIGHER

PROFILE

FLOORING

CONT. SCHLUTER RENO-U OR

EQUAL STAINLESS TRANSITION

STRIP

USE PLAIN (STRAIGHT) TRIM TO MATCH

EXISTING WHEN EXISTING CAN NOT BE

REUSED. COORDINATE WITH COR.

USE CORNER TRIM TO MATCH

EXISTING WHEN EXISTING CAN NOT BE

REUSED. COORDINATE WITH COR.

EXISTING OR NEW

WALL - SEE A-101

V .I .F

V.I.F.

0' - 0 3/8"

V.I.F.

0' - 0 3/4"

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

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File details come from the government source that posted it. Updated Aug 19, 2020.