Attach_1_-_Drawings_Revised.pdf

PROJECT SITE

BUILDING 813

• MIL-STD 3007

• Unified Facilities Criterion, most current edition particularly the following sections:

• 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 3-110-03, Roofing

• UFC 3-120-01, Interior Design

• UFC 3-120-01 Air Force Sign Standards

• UFC 3-201-01, Civil Engineering

• UFC 3-201-02, Landscape Architecture

• 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 3-401-01, Mechanical Engineering

• UFC 3-410-01, Heating, Ventilating, and Air Conditioning

• UFC 3-420-01, Plumbing Systems

• UFC 3-501-01, Electrical Engineering

• UFC 3-520-01, Interior Electrical Systems

• UFC 3-530-01, Interior and Exterior Lighting Systems and Controls

• 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 3-580-01, Telecommunications Building Cabling Systems Planning and Design

• UFC 3-600-01, Fire Protection Engineering for Facilities

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

• UFC 4-021-01, Design and O&M: Mass Notification Systems

• International Building Code 2015 (IBC)

• International Existing Building Code 2015 (IEBC)

• NFPA 54 (ANSI Z223.1), National Fuel Gas Code

• National Electrical Code 2017

• AFRC Facility Energy Policy of 2011

• Current AT/FP standards as applicable

• ABA Standards with special provisions of the Department of Defense Deputy

Secretary of Defense Memorandum Subject: Access for People with Disabilities, October 31, 2008.

• Dobbins ARB Design Guide, August 2011

• Occupational Safety and Health Aministration (OSHA)

• American National Standards Institute (ANSI)

• ASTM

• Local Authority Having Jurisdiction (AHJ), being the component office of responsibility – in this case, the U.S. Air Force (AFCEC)

• Public Laws (P.L.) and Executive Orders (E.O.)

• Code of Federal Regulations (CFR)

• Department of Defense Instructions (DoDI)

• Department of Defense Manuals (DoDM)

• Department of Defense Directives (DoDD)

• Other higher authority documents as applicable, as listed in MIL-STD-3007F, Appendix B

• 28 CFR Part 36 Americans with Disabilities Act

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.

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2018-150

J. RYAN

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Repair Interior and Exterior Community Center Facility

FGWB 16-0031 BUILDING 813

DOBBINS AIR RESERVE BASE, GA

DRAWING INDEX

NUMBER S

H

E E

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O F

S H

E E

T S

SHEET NAME IS

S

A

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S

GENERAL

G-001 1 COVER SHEET X X X X X

G-002 2 GENERAL INFORMATION X X X X X

LS101 3 OVERALL 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 ELEVATIONS X X X X X

ARCHITECTURAL

A-001 7 PARTITION TYPES X X X X X

A-101 8 PROPOSED FLOOR PLAN 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

A-201 11 OVERALL EXTERIOR ELEVATIONS X X X X X

A-311 12 WALL SECTIONS X X X X

A-351 13 SECTION DETAILS X X X X

A-352 14 SECTION DETAILS X X X X

A-400 15 STANDARD RESTROOM DETAILS X X X X

A-401 16 ENLARGED PLANS & PLAN DETAILS X X X X

A-601 17 DOOR SCHEDULE, WINDOW, & DETAILS X X

INTERIORS

I-001 18 ROOM FINISH SCHEDULE & FINISH MATERIALS X X X X

I-101 19 FLOOR FINISH PLAN X X X X X

I-751 20 STANDARD MILLWORK DETAILS X X X X X

IS101 21 INTERIOR SIGNAGE - FIRST FLOOR X X

IS701 22 INTERIOR SIGNAGE SCHEDULE & LEGEND X X

PLUMBING DEMOLITION

PD101 23 DEMOLITION PLAN X X X X X

PLUMBING

P-101 24 NEW WORK PLAN X X X X X

P-501 25 PLUMBING DETAILS & SCHEDULES X X X X X

MECHANICAL DEMOLITION

MD101 26 DEMOLITION PLAN X X X X X

MECHANICAL

M-101 27 NEW WORK PLAN X X X X X

M-501 28 MECHANICAL DETAILS & SCHEDULES X X X X X

M-701 29 IO POINTS LIST & CONTROL DIAGRAMS X X X

ELECTRICAL DEMOLITION

ED101 30 ELECTRICAL DEMOLITION PLAN X X X X X

ELECTRICAL

E-100 31 ELECTRICAL GENERAL NOTES X X X X X

E-101 32 LIGHTING PLAN X X X X X

E-102 33 POWER & SYSTEMS PLAN X X X X X

E-103 34 LIGHTING PROTECTION PLAN X X X X X

E-501 35 ELECTRICAL SCHEDULES X X X X X

E-502 36 ELECTRICAL DETAILS X X X

Grand total: 36

N.T.S.

G-001

VICINITY MAP

N.T.S.

G-001

PROJECT LOCATION

PLAN

NORTH

PLAN

NORTH

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

D 2018-12-20 100% SUBMITTAL

1 2019-02-07 100% COMMENTS

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

W1

A1

A101

A1

A101 A1

A101

LEGENDS & SYMBOLS:

SECTION NUMBER

A101

A1

A*

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

A101

A1

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

A101

A1

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 GENERAL CONTRACTOR SHALL FURNISH COPIES OF PERMITS,

INSPECTIONS, AND CERTIFICATES TO THE CONTRACTING OFFICER (CO) AS

REQUESTED ALONG WITH FIRST APPLICATION FOR PAYMENT.

2. THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL BE

RESPONSIBLE FOR OBTAINING ALL REQUIRED BUIDLING PERMIT

APPROVALS AND HEALTH DEPARTMENT APPROVALS.

3. NOT USED

4. 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.

5. 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. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION PRACTICE.

12. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS OR SPECIFICATIONS WITHOUT FIRST

SECURING WRITTEN PERMISSION FROM THE CONTRACTING

OFFICER'S (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:

@ 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

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2018-150

J. RYAN

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REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

P 320 R 144

R P 160

TRAV DIST 1

TRAV DIST 3

CONFERENCE

ROOM

FOYER AREA

WOMEN

MEN

NEW VISITOR

LOUNGE

NEW

ELECTRICAL

NEW OFFICE

NEW STORAGE

FOLDING PARTITIONS

STORAGE

JAN.

OFFICE

STORAGE

STORAGE

STORAGE

RESTROOM

CLOSET

STORAGE

JAN.

REF. GARBAGE

MECHANICAL

ROOM

R P 160

R P 160

PH

TRAV DIST 2

NEW IT CLOSET

1007A

100 OCCUPANTS / EACH = 2 EXITS / EACH,

WITH PANIC DEVICES

DOOR SWING IN DIRECTION OF EGRESS

C

FACP

F

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

S

R P 160

PH

CODE RESEARCH:

GROUP A-3

ASSEMBLY TYPE IIB

TYPE II(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

75'-0" 4 23000 SF

PER IBC 506.2 (2015)

IBC EQUATION 5-2

55'-0"

18'-0" 1300'-0"

3 23000 SF

10900 SF1

ASSEMBLY

EXITS PROVIDED

SIZE # OF DOORS NUMBER OF OCCUPANTS

= 1120 OCC. PROVIDED FOR@ 160 OCC/ DR7 DOOR(S)3'-0"

PROVIDED AREA

TOTAL REFERS TO

FIRST FLOOR

(LARGEST FLOOR)

1. PER BASE FIRE MARSHAL DIRECTION - ALL FIRE

EXTINGUISHERS ARE TO BE REMOVED FROM FACILITY

NOTE:

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

O

JE

C T

C O

N

TA

C T:

R O

B E

R T

E R

N S

T

- D

S N

-3 ro be rt.

er ns t.5 us .a f.m il

R E

P A

IR

F

A C

IL

IT

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U

IL

D

IN

G

FG

W B

6-

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E , G

E O

R G

IA

J. MORGAN

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

2018-12-20

2/ 8/

:2

6:

A M

C :\U se rs

\J ac ki e\

D oc um en ts \2

8-

_D O

B B

IN

S

A R

B

_A

_C

E N

T R

A L_ jry an cr of ta e.

co m .r vt

LS101

O V

E R

A L

L L

IF

E

S A

F E

T Y

P L

A N

2018-150

J. RYAN

J. MORGAN

0 5 25 FT10

1/8" = 1'-0"

LS101

LIFE SAFETY PLAN

TRAVEL DISTANCES

PATH TOTAL DISTANCE MAX

TRAV DIST 1 52'-6" 250'

TRAV DIST 2 62'-6" 250'

TRAV DIST 3 74'-2" 250'

OCCUPANT LOAD TABLE

OCCUPANCY AREA OCC. FACTOR OCC. LOAD

37 SF 0

ASSEMBLY 3758 SF 15 SF 251

BUSINESS 218 SF 100 SF 2

CIRCULATION 370 SF 0 SF 0

CLOSET 14 SF 0 SF 0

ELECTRICAL 37 SF 0 SF 0

MECHANICAL 725 SF 0 SF 0

OTHER 518 SF 0 SF 0

STORAGE 2253 SF 7

7929 SF 260

PLAN

NORTH

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

AD201

AD201

AD201

AD201

1002 1003

3 4

25 25

4 4

10131012

13 13

1017 1018

REMOVE FIXTURES AS

INDICATED - SEE PLUMBING

REMOVE LOW WALLS

AND FLOWER BED

EXISTING RAMP AND

RAILING TO REMAIN

EXISTING RAMP AND

RAILING TO REMAIN

EXISTING STAIR AND

RAILING TO REMAIN

REMOVE CEMENT

PLANTERS

PREP FLOOR TO

RECEIVE NEW FLOOR

FINISH

EXISTING CONCRETE PLANTING BED TO REMAIN

EXISTING CONCRETE

PLANTING BED TO REMAIN

R E

M O

V E

C O

N C

W

A L K

W A

Y

REMOVE CONC. WALKWAY

EXISTING CONC.

WALKWAY TO REMAIN

EXISTING RAMP AND

RAILING TO REMAIN

EXISTING RAMP AND

RAILING TO REMAIN

EXISTING STAIR AND

RAILING TO REMAIN

EXISTING CONC. WALKWAY

TO REMAIN

REMOVE RAILING

REMOVE CONC. WALKWAY

E X

IS

T

IN

G

C O

N C

W

A L K

W A

Y T

O R

E M

A

IN

EXISTING RAMP

TO REMAIN

6 6

22 FEB

FEC

FEC

DEMO EXISTING EQUIPMENT PLAN

PRESSURE WASH

24 24

DEMO EXISTING CONCRETE /

RAMP AS REQUIRED FOR

INSTALLATION OF NEW WALL

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS

AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)

IMMEDIATELY OF DISCREPANCIES BEFORE PROCEEDING WITH THE

WORK.

3. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL BE MADE

FROM THE DRAWINGS WITHOUT FIRST SECURING WRITTEN

PERMISSION FROM THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

4. 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.

GENERAL NOTES:

LEGEND:

EXISTING WALL TO BE DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING DOOR TO BE DEMOLISHED

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

IV

IL

E

N G

IN

E

E R

IN

G th

A

IR

L

IF

T W

IN

G

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E

G E

O R

G

IA

P R

O

JE

C T

L O

C A

T

IO

N

D R

A W

IN

G

C O

N T

A C

T

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

N T

A C

T

R O

B E

R T

E R

N S

T

D S

N

-3 ro b e rt

.e rn st .5 u s.

a f.

m il

R E

P A

IR

F

A C

IL

IT

Y

B U

IL

D

IN

G

F

G W

B

-0

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E

G E

O R

G

IA

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 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

C

2019-02-07

/3

/2

:2

:5

A

M C

U s e rs

\T im

\D o c u m e n ts

\2

-1

D

O B

B

IN

S A

R B

A

C

E N

T R

A L tr id le y Q

Z R

Q .r v t

AD101

D E

M O

L

IT

IO

N

P L

A N

2018-150

J. RYAN

J. MORGAN

KEYNOTES - DEMO PLAN

1 REMOVE EXISTING STOREFRONT SYSTEM & PREP FOR NEW WALL.

CONTRACTOR SHALL PROVIDE TEMPORARY WEATHERPROOF BARRIER

WHILE NEW WALL CONSTRUCITON IS IN PROGRESS. DETAILS FOR

WEATHER PROOF BARRIER SHALL BE PROVIDED TO THE CO FOR

APPROVAL PRIOR TO CONSTRUCTION.

2 REMOVE EXISTING DOOR & FRAME & ASSOCIATED HARDWARE

3 REMOVE EXISTING FLOOR FINISH & BASE IN THIS ROOM

4 REMOVE EXISTING ACOUSTICAL CEILING IN THIS ROOM. SEE AD131

5 REMOVE EXISTING CONCRETE WALKWAY

6 REMOVE COUNTER TOP, BASE CABINETS, AND SINK

7 REMOVE EXISTING SCREEN WALL AND FOOTINGS. PREP FOR NEW

SCREEN WALL AND FOOTINGS

8 REMOVE WINDOW AND FRAME AND PREP FOR NEW DOOR OPENING

9 REMOVE EXISTING WINDOW & FRAME, REMOVE CUT CMU BLOCKS FROM

EXISTING OPENING TO ALLOW FOR PLACEMENT OF WHOLE BLOCK

TOOTHED INFILL

10 REMOVE EXISTING STEPS

11 REMOVE EXISTING FRAME AND CUT CMU BLOCKS FROM EXISTING

OPENING TO ALLOW FOR PLACEMENT OF WHOLE BLOCK INFILL

12 REMOVE EXISTING INSIGNIA ON WALL. REPAIR AS REQUIRED

13 REMOVE EXISTING BLINDS

14 REMOVE EXISTING HALF WALL

15 REMOVE EXISTING DECORATIVE CEILING STEP DOWN HEADER

16 REMOVE AIR CURTAIN ABOVE DOOR AND REPLACE WITH WINDOW

17 REMOVE TREES, STUMPS AND ROOTS LOCATED AT THE SOUTH SIDE OF

BUILDING. FILL AREA AND SEED TO MATCH SURROUNDING GRASS

19 REMOVE EXISTING HVAC SYSTEM - SEE MECHANICAL DRAWINGS

20 REMOVE WALL TILES ON ALL WALLS

21 REMOVE FIRE EXTINGUISHER AND CABINET

22 REMOVE FIRE EXTINGUISHER AND BRACKET

23 REMOVE DESIGNATED PORTION OF THURN DOWN FLOOR SLAB

24 AFTER DEMOLITION OF FLOOR TILE IN NOTE 3, CONTRACTOR SHALL

DEMO SLAB AS REQUIRED FOR INSTALLATION OF SLOPING SLAB AS

INDICATED ON FLOOR PLAN 1/A101

25 REMOVE EXISTING FLOOR SLAB TO FACILITATE INSTALLATION OF NEW

SLOPING FLOOR SLAB AND FLOOR DRAINS. SEE A-101 FLOOR PLAN FOR

EXTENT.

PLAN

NORTH

0 5 25 FT10

1/8" = 1'-0"

AD101

DEMOLITION FLOOR PLAN

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

1002 1003

1017 1018

1 TYP

1TYP

1 TYP

1 1

9'-0" 9'-0"

9'-0"

9'-0"

12'-0"

9'-0"

9'-0"

8'-0"

8'-0"9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

TYP

TYP

4 4

2' x 2' PARABOLIC LIGHT

2' x 4' PARABOLIC LIGHT

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

IV

IL

E

N G

IN

E

E R

IN

G th

A

IR

LI

FT

W

IN

G D

O B

B

IN

S A

IR

R

E S

E R

V E

B A

S E

, G E

O R

G

IA

P R

O

JE

C T

LO

C

A

TI

O N

D R

A W

IN

G

C O

N

TA

C T

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

N

TA

C T:

R O

B E

R T

E R

N S

T

- D

S N

-3 ro be rt.

er ns t.5 us .a f.m il

R E

P A

IR

F

A C

IL

IT

Y B

U

IL

D

IN

G

FG

W B

6-

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E , G

E O

R G

IA

J. MORGAN

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

2018-12-20

2/ 8/

:2

5:

A M

C :\U se rs

\J ac ki e\

D oc um en ts \2

8-

_D O

B B

IN

S

A R

B

_A

_C

E N

T R

A L_ jry an cr of ta e.

co m .r vt

AD131

D E

M O

L

IT

IO

N

R E

F L

E C

T E

D C

E

IL

IN

G

P L

A N

2018-150

J. RYAN

J. MORGAN

0 5 25 FT10

1/8" = 1'-0"

AD131

DEMOLITION REFLECTED CEILING PLAN

PLAN

NORTH

KEYNOTES - DEMO REFLECTED CEILING PLAN

1 DEMOLISH EXISTING LIGHT FIXTURES, SUPPLY & RETURN DIFFUSERS,

AND EXHAUST GRILLS

2 EXISTING SOFFIT TO REMAIN. PRESSURE WASH, PRIME, AND PREP FOR

NEW PAINT

3 REMOVE EXISTING DECORATIVE CEILING STEP DOWN

4 EXISTING LIGHT FIXTURE LOCATION. PROTECT FIXTURE DURING

PRESSURE WASHING AND PAINTING.

NOTE: PRESSURE WASH EXTERIOR FACADE WITHIN SCOPE OF

PROJECT

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

FIRST FLOOR

0'-0"

3TYP

76 8TYP

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

FIRST FLOOR

0'-0"

3 TYP

8TYP

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

FIRST FLOOR

0'-0"

3TYP

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

FIRST FLOOR

0'-0"

T/O NAILER - HIGH

ROOF

16'-9"

3TYP

TOP OF JOIST

12'-2 1/2"

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

IV

IL

E

N G

IN

E

E R

IN

G th

A

IR

LI

FT

W

IN

G D

O B

B

IN

S A

IR

R

E S

E R

V E

B A

S E

, G E

O R

G

IA

P R

O

JE

C T

LO

C

A

TI

O N

D R

A W

IN

G

C O

N

TA

C T

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

N

TA

C T:

R O

B E

R T

E R

N S

T

- D

S N

-3 ro be rt.

er ns t.5 us .a f.m il

R E

P A

IR

F

A C

IL

IT

Y B

U

IL

D

IN

G

FG

W B

6-

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E , G

E O

R G

IA

J. MORGAN

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

2018-12-20

2/ 8/

:2

5:

A M

C :\U se rs

\J ac ki e\

D oc um en ts \2

8-

_D O

B B

IN

S

A R

B

_A

_C

E N

T R

A L_ jry an cr of ta e.

co m .r vt

AD201

D E

M O

L

IT

IO

N

E L

E V

A T

IO

N

S

2018-150

J. RYAN

J. MORGAN

KEYNOTES - DEMO ELEVATION

1 REMOVE EXISTING STOREFRONT SYSTEM & PREP FOR NEW WALL.

CONTRACTOR SHALL PROVIDE TEMPORARY WEATHERPROOF BARRIER

WHILE NEW WALL CONSTRUCITON IS IN PROGRESS. DETAILS FOR

WEATHER PROOF BARRIER SHALL BE PROVIDED TO THE COR FOR

APPROVAL PRIOR TO CONSTRUCTION.

2 REMOVE EXISTING SCREEN WALL

3 PRESSURE WASH EXISTING ENTIRE BUILDING FACADE AND PREP

STUCCO SURFACES FOR REPAINTING

4 REPAIR EXTERIOR FINISHES, SAND EXISTING FINISH & RE-APPLY NEW

STUCCO FINISH TO MATCH EXISTING.

5 REMOVE EXISTING RAILING UNDER MAIN ENTRANCE CANOPY

6 REMOVE EXISTING STEPS

7 REMOVE EXISTING INSIGNIA ON WALL. REPAIR IF NEEDED.

8 EXTERIOR WINDOWS TO BE THROUGHLY CLEANED

9 WATERPROOF ENCLOSURE AFTER REMOVING EXISTING STOREFRONT

SYSTEM

0 5 25 FT10

1/8" = 1'-0"

AD201

DEMOLITION ELEVATION - SOUTH

0 5 25 FT10

1/8" = 1'-0"

AD201

DEMOLITION ELEVATION - EAST

0 5 25 FT10

1/8" = 1'-0"

AD201

DEMOLITION ELEVATION - NORTH

0 5 25 FT10

1/8" = 1'-0"

AD201

DEMOLITION ELEVATION - WEST

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

LINE OF

STRUCTURE

CAULK, BOTH

SIDES

REFER TO PARTITION

HEAD DETAILS FOR

RATED OR NON-RATED

CONDITIONS

LINE OF

CEILING

LINE OF

STRUCTURE

PLAN

CMU

CMU

CMU

*NON RATED BLOCKS ASSUMED TO BE HOLLOW, NORMAL WEIGHT

BLOCK, NON STRUCTURAL.

**RATED BLOCKS ASSUMED TO BE PERLITE LOOSE CAVITY FILL

SOUND CAULK,

BOTH SIDES

LINE OF

STRUCTURE

METAL RUNNER

5/8" GYPSUM

BOARD, EACH SIDE

CAULK, BOTH SIDES

METAL RUNNER

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

M A

R K

S T

U D

W

ID

T

H

G W

B T

H K

(L

Y

E R

P E

E

P A

R T

N

W

T H

UL

LISTING S

T

CFIRE

RATING

G2

G3

G6

G4

2-1/2" 5/8" 3-3/4" NA 38

3-5/8" 5/8" 4-7/8" U407 42

4" 5/8" 5-1/4" U407 NA

6" 5/8" 7-1/4" U407 NA

G8 8" 5/8" 9-1/4" U407 NA

1G3 3-5/8" 5/8" 4-7/8" U419 49

1G4 4" 5/8" 5-1/4" U419 49

1G6 6" 5/8" 7-1/4" U419 49

1G8 8" 5/8" 9-1/4" U419 49

2G3 3-5/8" (2) 5/8" 6-1/8" U419 54

2G4 4" (2) 5/8" 6-1/2" U419 54

2G6 6" (2) 5/8" 8-1/2" U419 54

2G8 8" (2) 5/8" 10-1/2" U419 54

3G3 3-5/8" (3) 5/8" 7-3/8" U419 59

3G4 4" (3) 5/8" 7-3/4" U419

3G6 6" (3) 5/8" 9-3/4" U419 59

NA

.5 HR

.5 HR

.5 HR

.5 HR

1 HR

1 HR

1 HR

1 HR

2 HR

2 HR

2 HR

2 HR

3 HR

3 HR

3 HR

3G8 8" (3) 5/8" 11-3/4" U419 593 HR

PARTITION TYPE 'G'

PLAN 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

C

F

H

G

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"

NA

NA

1-5/8"

NA

3-5/8"

5-5/8"

7-5/8"

9 5/8"

11-5/8"

PARTITION HEAD CONDITION DESIGNATOR

A

B

D

C

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

PARTIAL HEIGHT PARTITION - SEE FLOOR PLAN FOR

HEIGHT

UNIQUE PARTITION TYPE IDENTIFIER

1 SOUND ATTENUATING BLANKETS

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 GYPSUM BOARD TO FACE OF

GYPSUM BOARD. 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.

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

PARTITIONS SHALL USE ACOUSTICAL CAULK.

6. INSULATION:

A. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL

INSULATION.

B. 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 FIRE RETARDANT 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:

CONT 2" WIDE x 22 GA

METAL STRAP FOR

TOP ATTACHMENT OF

GYPSUM WALLBOARD

CONT 22 GA 3" DEEP

LEG DEFLECTION

TRACK ATTACH TO

DECK AT 12" OC MAX

LINE OF CEILING

AS SCHEDULED

CONT 2" WIDE x 22 GA

METAL STRAP FOR

TOP ATTACHMENT OF

STUDS

CONT 2" WIDE x 22 GA

METAL STRAP FOR

TOP ATTACHMENT OF

GYPSUM WALLBOARD

CONT 2" WIDE x 22 GA

METAL STRAP FOR TOP

ATTACHMENT OF

GYPSUM WALLBOARD

CONT 2" WIDE x 22 GA

METAL STRAP FOR

TOP, ATTACH TO DECK

AT 12" OC MAX

CONT 2" WIDE x 22 GA

METAL STRAP FOR

TOP ATTACHMENT OF

GYPSUM WALLBOARD

WHERE GYPSUM

WALLBOARD IS

CONCURRENT WITH

DECK FLUTE RECESS,

EXTEND UP INTO

RECESS AS SHOWN

DO NOT ATTACH

GYPSUM WALLBOARD

OR STUDS TO

DEFLECTION TRACK IN

THIS AREA

DO NOT ATTACH

GYPSUM BOARD OR

STUDS TO

DEFLECTION TRACK

IN THIS AREA

WHEN PARTITION IS ALIGNED AT

DECK FLUTE RECESS - PROVIDE A

6"x10"x22 GA METAL PLATE AT

DECK FLUTE RECESS THAT IS

CONTIGUOUS WITH PARTITION -

ATTACH METAL PLATE TO DECK

WITH POWER DRIVEN FASTENERS

AT SAME SPACING REQUIRED FOR

PARTITION TOP TRACK

SEAL ONE SIDE OF

PARTITION AGAINST

PASSAGE OF SMOKE

WHEN PARTITION IS ALIGNED

AT DECK FLUTE RECESS,

PROVIDE A 6"x10"x22 GA METAL

PLATE AT DECK FLUTE RECESS

THAT IS CONTIGUOUS WITH

PARTITION - ATTACH METAL

PLATE TO DECK WITH POWER

DRIVEN FASTENERS AT SAME

SPACING REQUIRED FOR

PARTITION TOP TRACK

DO NOT ATTACH GYPSUM

WALLBOARD OR STUDS

TO DEFLECTION TRACK IN

THIS AREA

FLUTED STEEL DECK / CONCRETE FLOOR

OR ROOF PERPENDICULAR OR DIAGONAL

TO FLUTES

NON-RATED OR SMOKE

RESISTANT

FLUTED STEEL DECK / CONCRETE FLOOR

OR ROOF PERPENDICULAR OR DIAGONAL

TO FLUTES

NON-RATED

FLUTED STEEL DECK / CONCRETE

FLOOR OR ROOF PARALLEL TO FLUTES

NON-RATED OR SMOKE

RESISTANT

FLUTED STEEL DECK / CONCRETE

FLOOR OR ROOF PERPENDICULAR OR

DIAGONAL TO FLUTES

NON-RATED

EXTEND AT MINIMUM

ONE LAYER UP INTO

FLUTE RECESS AND

SEAL

LINE OF CEILING

AS SCHEDULED

DO NOT ATTACH GYPSUM

WALLBOARD OR STUDS

TO DEFLECTION TRACK IN

THIS AREA

1"

3/ 4"

1"

3/ 4"

1"

1"

CONT 22 GA 3" DEEP LEG

DEFLECTION TRACK

ATTACHED TO DECK AT

12" OC MAX

SEAL ONE SIDE OF

PARTITION AGAINST

PASSAGE OF SMOKE

WHEN PARTITION IS ALIGNED

AT DECK FLUTE RECESS,

PROVIDE A 6"x10"x22 GA METAL

PLATE AT DECK FLUTE RECESS

THAT IS CONTIGUOUS WITH

PARTITION - ATTACH METAL

PLATE TO DECK WITH POWER

DRIVEN FASTENERS AT SAME

SPACING REQUIRED FOR

PARTITION TOP TRACK

FLUTED STEEL DECK / CONCRETE

FLOOR OR ROOF PARALLEL TO FLUTES

NON-RATED OR SMOKE

RESISTANT

CONT 22 GA 3" DEEP LEG

DEFLECTION TRACK

ATTACHED TO DECK AT

12" OC MAX

LINE OF CEILING

AS SCHEDULED

CMU BOND BEAM

SOUND CAULK

LINE OF

STRUCTURE

METAL RUNNER

5/8" GYPSUM

WALLBOARD

CAULK

METAL RUNNER

REFER TO PARTITION

HEAD DETAILS FOR

RATED OR NON-RATED

CONDITIONS

REFER TO SCHEDULE

BELOW FOR PARTITION

WIDTH

LINE OF

CEILING

LINE OF

STRUCTURE

5/8" GYPSUM BOARD

WIDTH

BRACE EACH

STUD AT 4'-0"

OC

VERTICALLY

LINE OF STRUCTURE

OR OTHER WALL

CONSTRUCTION

PROVIDING BACK-UP

FOR STUD BRACING

BRACE EACH

STUD AT 4'-0"

OC

VERTICALLY

PLAN

*NON RATED BLOCKS ASSUMED TO BE HOLLOW, NORMAL WEIGHT

BLOCK, NON STRUCTURAL.

**RATED BLOCKS ASSUMED TO BE PERLITE LOOSE CAVITY FILL

4"

TOP OF SLAB

EXPANSION JOINT BOARD

MATERIAL

1/2"

1/ 4"

4"

TOP OF SLAB

1/4"x1/4" SLAB DEPTH TOOLED

WITH PICTURE FRAME FINISH1/4"

3/4" CHAMFER (TYP)

(MATCH EXISTING)

5'-0" V.I.F.

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.

C

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O N

D R

A W

IN

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

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TA

C T:

R O

B E

R T

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C op yr ig ht by

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C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

2019-02-07

2/ 8/

:2

4:

A M

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\J ac ki e\

D oc um en ts \2

8-

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A L_ jry an cr of ta e.

co m .r vt

A-001

P A

R T

IT

IO

N T

Y P

E S

2018-150

J. RYAN

J. MORGAN

PARTITION TYPE "M"

M A

R K

BLOCK

WIDTH

FIRE

RATING

UL

LISTING P

T S

-M S

T C

R A

T

IN

G

COMMENTS

M4 3 5/8" NA NA 44

M6 5 5/8" NA NA 45

M8 7 5/8" NA NA 48

M12 11 5/8" NA NA 51

1M4 3 5/8" 1 HR U905 48

1M6 5 5/8" 1 HR U905 53 IBC T 7.21.2.2, SOLID ONLY

1M8 7 5/8" 1 HR U905 57 IBC T 7.21.2.2

1M12 11 5/8" 1 HR U905 63

2M4 3 5/8" 2 HR U905 48

2M6 5 5/8" 2 HR U905 53

2M8 7 5/8" 2 HR U905 57

2M12 11 5/8" 2 HR U905 63

3M4 3 5/8" 3 HR U904 48 IBC T 7.21.2.2

3M6 5 5/8" 3 HR U904 53 IBC T 7.21.2.2

3M8 7 5/8" 3 HR U904 57

3M12 11 5/8" 3 HR U904 63

1 1/2" = 1'-0"

A-001

PARTITION HEAD CONDITIONS

PARTITION TYPE "F"

M A

R K

STUD

WIDTH

GWB THK (LAYERS

PER SIDE)

PARTN

WIDTH

FIRE

RATING UL LISTING S

T C

R A

T

IN

G

STC

LISTING COMMENTS

F0 7/8" 5/8" 1 1/2" NA NA NA NA

F1 1 5/8" 5/8" 3 1/8" NA NA NA NA

F2 2 1/2" 5/8" 4 1/4" NA NA NA NA

F3 3 5/8" 5/8" 4 1/4" NA NA NA NA

F6 6" 5/8" 6 5/8" NA NA NA NA

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

D 2018-12-20 100% SUBMITTAL

1 2019-02-07 100% COMMENTS

3 6 9 12 IN0

3" = 1'-0"

A-001

EXPANSION JOINT

3 6 9 12 IN0

3" = 1'-0"

A-001

CONCRETE CONTROL JOINT

0 1 2 FT6"

1 1/2" = 1'-0"

A-001

SIDEWALK SECTION

A-201

A-201

A-201

A-201

I-751

10031002

CONFERENCE

ROOM

FOYER AREA

MEN

WOMEN

NEW VISITOR

LOUNGE

NEW

ELECTRICAL

NEW OFFICE

NEW STORAGE

EXISTING CONCRETE PLANTING BED TO REMAIN

EXISTING CONCRETE

PLANTING BED TO REMAIN

STORAGE

STORAGE

RESTROOM

CLOSET

STORAGE

STORAGE

OFFICE

JAN.

REF. GARBAGE

STORAGE

MECHANICAL

ROOM

JAN.

NEW 3'-0" HIGH CAST-IN-

PLACE CONCRETE WALL

(TYP. @ 2 LOCATIONS)

EXISTING RAMP AND

RAILING TO REMAIN

EXISTING RAMP AND

RAILING TO REMAIN

PROTECT DURING

CONSTRUCTION

EXISTING STAIR AND

RAILING TO REMAIN

PROTECT DURING

CONSTRUCTION

8 8 8

N E

W P

A V

E R

S

A-401

A-401

A-311

20' - 1"

G3A

NEW CONC. WALKWAY

NEW PAVERS

A-311

V.I.F.

24' - 0"

A-352

ALIGN

ALIGN

PRE-FINISHED

GALVANIZED STEEL GATE

WITH LOUVER DESIGN

V .I .F

V.I.F.

25' - 9"

V.I.F.

6' - 6"

EXISTING STAIRS AND

LANDING TO REMAIN

PROTECT DURING

CONSTRUCTION

EXISTING CONCRETE

PAD TO REMAIN

EXISTING CONCRETE

PAD TO REMAIN

E X

IS

T

IN

G

C O

N C

W

A L K

W A

Y T

O R

E M

A

IN

A-352

NEW CONC. WALKWAY EXISTING CONC.

WALKWAY TO REMAIN

EQ 8' - 0" EQ

A-352

EXISTING GRASS

AREA TO REMAIN

EXISTING GRASS

AREA TO REMAIN

E X

IS

T

IN

G

G R

A

E A

T O

R E

M A

IN

G3A G3A

(4) NEW BOLLARDS -

SEE DETAIL 3/A-601

A-352

NEW IT CLOSET

1007A

4' - 10" 3' - 7" 6' - 0" 13' - 8"

STEEL TUBE

HSS 4x4x1/4 (TYP)

21 3

A

3' - 0" 3' - 0"

N E

W C

O N

C W

A L K

W A

Y

EXISTING CONC.

WALKWAY TO REMAIN

A-352

A-351

17 17

(3) REWORK EXISTING

DOWNSPOUTS TO

EXTEND TO GRADE

AROUND NEW WALL

A-351

LEGEND:

NEW CMU WALL

EXISTING WALL TO REMAIN

DOOR TAGX

NEW MTL STUD / GYP. BD. WALL

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

JOB CONDITIONS AND NOTIFY COR IMMEDIATELY OF

DISCREPANCIES BEFORE PROCEEDING WITH THE

WORK.

3. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS WITHOUT FIRST

SECURING WRITTEN PERMISSION FROM THE COR.

4. REQUEST WRITTEN INTERPRETATION FROM THE COR

FOR ANY LACK OF OR AMBIGUITY OF INFORMATION IN

THE DRAWINGS PRIOR TO PROCEEDING WITH THAT

PORTION OF THE WORK.

5. DOORS SHALL BE LOCATED 4" FROM THE ADJACENT

WALL, UNLESS NOTED OTHERWISE.

6. ALL WALLS OR PORTION OF WALLS WITH TILE FINISH

SHALL HAVE CEMENTITIOUS TILE BACKER BOARD IN

LIEU OF GYPSUM WALL BOARD.

7. DIMENSIONS ARE TO FACE OF GWB OR MASONRY OR

GRIDLINE U.N.O.

8. REFRAME EXISTING WALL AS REQUIRED FOR NEW

DOORS AND CORRIDORS.

9. INSTALL NEW HARDWARE ON ALL DOORS

ASSOCIATED WITH THE AREAS BEING RENOVATED

10. ALL WALLS TO BE PAINTED IN THE AREAS BEING

RENOVATED

GENERAL NOTES:

Croft & Associates

3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

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E

N G

IN

E

E R

IN

G th

A

IR

L

IF

T W

IN

G

D O

B B

IN

S

A

IR

R E

S E

R V

E B

A S

E

G E

O R

G

IA

P R

O

JE

C T

L O

C A

T

IO

N

D R

A W

IN

G

C O

N T

A C

T

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

N T

A C

T

R O

B E

R T

E R

N S

T

D S

N

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.e rn st .5 u s.

a f.

m il

R E

P A

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A C

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B U

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D

IN

G

F

G W

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-0

D O

B B

IN

S

A

IR

R E

S E

R V

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A S

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G E

O R

G

IA

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 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

C

2019-02-07

/3

/2

:2

:5

A

M C

U s e rs

\T im

\D o c u m e n ts

\2

-1

D

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S A

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A

C

E N

T R

A L tr id le y Q

Z R

Q .r v t

A-101

P R

O P

O S

E D

F L

O O

R P

L A

N

2018-150

J. RYAN

J. MORGAN

PLAN

NORTH

0 5 25 FT10

1/8" = 1'-0"

A-101

PROPOSED FLOOR PLAN

KEYNOTES - FLOOR PLAN:

1 NEW CONCRETE WALKWAY. SEE SHEET A-001 FOR DETAILS

2 NEW 8" CMU WALL WITH BRICK VENEER - SEE SECTION AND

DETAILS

3 NEW FIXTURES IN RESTROOMS - SEE PLUMBING

4 NEW WATER FOUNTAIN - SEE PLUMBING

5 INSTALL NEW CONCRETE FLOWER BED TO MATCH EXISTING.

LEVEL FOR PROPER DRAINAGE AND SLOPE - SEE DETAILS

6 INSTALL NEW MILLWORK AND SINK

7 PREP & PAINT EXISTING EXTERIOR DOOR & FRAME

8 NEW BLINDS TO BE INSTALLED ON WINDOWS - SEE INTERIOR

9 LAN/COMM QUAD PORTS TO BE INSTALLED EVERY 10'-0" ALONG

INTERIOR WALLS. SEE ELEC DWGS.

10 AREA BETWEEN BUILDING AND SIDEWALK TO HAVE PAVERS.

LEVEL FOR PROPER DRAINAGE AND SLOPE. PAVERS SHALL BE

MODULINE PAVER BY BELGARD (OR EQUAL), CONCRETE, SMOOTH

FINISH, 12"X12"X2" LAID ON TOP OF 2" COMPACTED SAND BED LAID

ON TOP OF 6" CRUSHER RUN GRAVEL BAS

11 NEW 6'-0" PRIVACY WALL TO MATCH BUILDING BRICKS

12 NEW HUFCOR ELECTRICALLY OPERATED CONTINUOUSLY HINGED

FOLDING PARTITION WITH 51 STC RATING

13 INSTALL NEW DRYWALL ON ALL WALLS OF THIS ROOM. EXTEND

DRYWALL MINIMUM 1' -0" ABOVE NEW ACOUSTICAL CEILING TILE

14 ALL GRASS SHALL BE REPLACED WITH SOD IN AREAS AFFECTED

BY CONSTRUCTION

15 NEW AIR FORCE INSIGNIA TO BE MOUNTED ON SOUTH WALL.

CONTRACTOR SHALL PROVIDE PER AIR FORCE SIGNAGE

STANDARD AND INSTALL. CORDINATE FINAL LOCATION AND

HEIGHT WITH COR PRIOR TO INSTALLATION.

16 NEW CONCRETE SLAB WITH 10 MIL VAPOR BARRIER AND 4" STONE

BED BELOW

17 SCARIFY THE SLAB PER MANUFACTURER'S REQUIREMENTS TO

RECIEVE FLOOR LEVELING GROUT TO INFILL EXISTING SLOPED

CONCRETE STRUCTURE TO PROVIDE FLAT AND LEVEL FLOOR AS

SHOWN TO RECEIVE NEW FINISHES INDICATED ON FINISH PLAN

I-101

18 NEW FLOOR DRAIN AND SLOPE NEW FLOOR TO DRAIN. SAW CUT

EXISTING SLAB IF NEEDED. SEE PLUMBING

19 EXISTING RAMP TO REMAIN, PROTECT DURING CONSTRUCTION

20 NEW CONCRETE SLAB TO ALIGN WITH EXISTING RAMP

21 PROVIDE NEW SLOPED 4" CONCRETE SLAB WITH 10 MIL. VAPOR

BARRIER OVER 4" STONE BED, SEE TIE IN DETAIL 6/A-352. SLOPE

FLOOR AS SHOWN AND RECEIVE NEW FINISHES INDICATED ON

FINISH PLAN I-101

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

CONFERENCE

ROOM

FOYER AREA

MEN

WOMEN

NEW VISITOR

LOUNGE

NEW

ELECTRICAL

NEW OFFICE

STORAGE

STORAGE

1017 RESTROOM

CLOSET

STORAGE

OFFICE

JAN.

STORAGE

STORAGE

JAN.

NEW STORAGE

1 1

12'-0" 12'-0"

9'-0"

9'-0"9'-0"

9'-0"

9'-0"

9'-0"

1 1

REF. GARBAGE

MECHANICAL

ROOM

A-311

A-311

INSTALL NEW EXTERIOR GRADE

GYPSUM BOARD CEILING AT

EXISTING MAIN ENTRANCE

CANOPY AND NEW LED LIGHTING

- SEE SECTION

NEW IT CLOSET

1007A

9'-0"

9'-0"

9'-0"9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

8'-0"

8'-0"

9'-0"

9'-0"

9'-0"

21 3

A

A-351

A-351

2' x 2' PARABOLIC LIGHT

2' x 4' PARABOLIC LIGHT

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

SOUND ATTENUATION

BATTS (TYP)

5/8" GYPSUM BOARD ON

3 5/8" METAL STUDS

(TYP)

2 LAYERS 5/8" GYPSUM

BOARD SOFFIT (TYP.)

ACOUSTICAL

CEILING (TYP)

CAULK TRACK AT GYP,

CONTINUOUS (TYP)

2 1/4"

1' - 0"1' - 0"

METAL STUDS AND GYPSUM

BOARD SHALL EXTEND AND

SEAL TO ROOF DECK ABOVE

10'-7 13/32"0'-0" A.F.F.

FINISH FLOOR

11'-11 235/256"

WT 7x19

3/8" HANGER RODS PER

MFGR REQUIREMENTS

12'-7 123/256"

12'-0" A.F.F.

CEILING HEIGHT

12'-6" A.F.F.

BOTTOM OF WT 7x19

1/4" PLATE

NOTE: MEMBERS EXTENDS

CONTINUOUS FROM BACK NORTH

WALL OF PANEL STORAGE AREA

TO SOUTH WALL OF CONFERENCE

ROOM

3 5/8" MTL STUDS 16" O.C.

(TYP)

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

IV

IL

E

N G

IN

E

E R

IN

G th

A

IR

LI

FT

W

IN

G D

O B

B

IN

S A

IR

R

E S

E R

V E

B A

S E

, G E

O R

G

IA

P R

O

JE

C T

LO

C

A

TI

O N

D R

A W

IN

G

C O

N

TA

C T

PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

O

JE

C T

C O

N

TA

C T:

R O

B E

R T

E R

N S

T

- D

S N

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P A

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F

A C

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D

IN

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FG

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IN

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A

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R E

S E

R V

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A S

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IA

J. MORGAN

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

2019-02-07

2/ 8/

:2

4:

A M

C :\U se rs

\J ac ki e\

D oc um en ts \2

8-

_D O

B B

IN

S

A R

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A L_ jry an cr of ta e.

co m .r vt

A-131

R E

F L

E C

T E

D C

E

IL

IN

G

P L

A N

2018-150

J. RYAN

J. MORGAN

0 5 25 FT10

1/8" = 1'-0"

A-131

REFLECTED CEILING PLAN

PLAN

NORTH

KEYNOTES - REFLECTED CEILING PLAN

1 INSTALL NEW 24"x 24" ACOUSTICAL CEILING GRID & TILE IN THIS ROOM.

CEILING HEIGHT TO MATCH EXISTING.

2 EXISTING CEILING TO REMAIN AND BE PAINTED

3 EXISTING SOFFIT TO REMAIN. TO BE PAINTED

3 6 9 12 IN0

3" = 1'-0"

A-131

FOLDING PARTITION SECTION

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

C 2018-11-02 95% SUBMITTAL

A-201

A-201

A-201

A-201

EXISTING ROOF TO

REMAIN

EXISTING ROOF TO

REMAIN

EXISTING FANS

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

EXISTING FANS

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

INTAKE/FLUE

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

INTAKE/FLUE

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

COMBUSTION AIR

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

A-311

A-352

LINE OF EXTERIOR

WALL BELOW (TYP)

1/ 4"

1'

-0

EXISTING CANOPY

ROOF TO REMAIN

EXISTING CRICKETS

TO REMAIN

A-352

INTAKE/FLUE

DEMO, INFILL STRUCTURE

(METAL ROOF) AND PATCH

ROOF MEMBRANE

INTAKE/FLUE

DEMO, INFILL STRUCTURE

(METAL ROOF) AND

PATCH ROOF MEMBRANE

INTAKE/FLUE

DEMO, INFILL

STRUCTURE (METAL

ROOF) AND PATCH

ROOF MEMBRANE

- EXISTING FANS

- COMBUSTION AIR

- INTAKE/FLUE

LEGEND:

REWORK EXISTING

DOWNSPOUTS TO

EXTEND TO GRADE

AROUND NEW WALL

NEW METAL CAP

FLASHING, TO BE 24

GAUGE GALVANIZED

PREFINISHED WITH

HEMMED EDGE

EXISTING WOOD

BLOCKING AND CURB

TO REMAIN

EXISTING ROOF

TO REMAIN

NEW 2" X 6" SPACED

AS NEEDED

NEW FASTENER

NEW SEALANT

(ALL SIDES)

4"

3/4"

R-19 BATT INSULATION

INFILL BETWEEN DUCT

AND CURB, ALL

LOCATIONS

DUCT, SEE MECH.

DECK TO REMAIN EXCEPT

AT DUCT PENETRATION

AS SHOWN

VERIFY OPENING IN FIELD FOR DUCTWORK

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 T

C O

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C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

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It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

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2018-12-20

2/ 8/

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A-151

R O

O F

P L

A N

2018-150

J. RYAN

J. MORGAN

0 5 25 FT10

1/8" = 1'-0"

A-151

LEVEL 1 - ROOF PLAN

PLAN

NORTH

0 1 2 3 FT6"

1" = 1'-0"

A-151

TYP. ROOF SHEET METAL CURB DETAIL

REV. DATE/BY DESCRIPTION

B 2018-09-07 65% SUBMITTAL

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

5510 EXISTING SIGN TO REMAIN

FIRST FLOOR

0'-0"

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

FIRST FLOOR

0'-0"

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

A-352

4 9 EXISTING RAMP AND RAILING TO REMAIN

FIRST FLOOR

0'-0"

TOP OF JOIST

12'-2 1/2"

TOP OF JOIST 2

16'-3"

ABOVE

FINISHED

GRADE

EXHAUST LOUVERS

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, GA 30144

770.529.7714 (p)

770.529.7716 (f) www.croftae.com

CONSTRUCTION DOCS.

C

IV

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IN

G th

A

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W

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G D

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B

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A W

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PROJECT No.

PROJ. OFFICER

DESIGNED

CHECKED

DATE

DRAWING OF

P R

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C T

C O

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C T:

R O

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A ll rig ht s re se rv ed

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It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

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2018-12-20

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2018-150

J. RYAN

J. MORGAN

KEYNOTES - EXTERIOR ELEVATIONS

1 BRICK 1 (BR1)

2 INSTALL NEW CONCRETE FLOWER BED TO MATCH EXISTING - SEE

DETAILS & STRUCTURAL

3 NEW PRIVACY WALL TO MATCH BUILDING BRICKS

4 NEW WALL ON BOTH SIDES OF CANOPY

5 EXISTING EXTERIOR WINDOWS TO GET TINTED FILM GLAZING

INSTALLED ON EACH PANE

6 NEW EXTERIOR LIGHTING TO MATCH EXISTING

7 PAINT / CLEAN EXISTING CANOPY

8 PRIME AND REFINISH EXISTING EXTERIOR STUCCO. REPAIR AREAS

WHERE NEEDED AND REMOVE AND REPLACE ALL SEALANT AND

BACKER RODS AT ALL JOINTS WHERE EXISTING SEALANT OCCURS

9 NEW SWING GATE

10 NEW BUILDING SIGNAGE TO BE PROVIDED BY CONTRACTOR.

CONTRACTOR SHALL CARRY $10,000 ALLOWANCE FOR COORDINATE

INSIGNIA. DETAILS WITH DOBBINS COR PRIOR TO BEGINNING WORK.

INSTALL VERIFYING LOCATION AND REQUIREMENTS WITH CO.

11 PREP & PAINT EXISTING RAILINGS

0 5 25 FT10

1/8" = 1'-0"

A-201

OVERALL ELEVATION - SOUTH

0 5 25 FT10

1/8" = 1'-0"

A-201

OVERALL ELEVATION - WEST

0 5 25 FT10

1/8" = 1'-0"

A-201

OVERALL ELEVATION - NORTH

0 5 25 FT10

1/8" = 1'-0"

A-201

OVERALL ELEVATION - EAST

EXISTING RAMP AND RAILING TO REMAIN

REV. DATE/BY DESCRIPTION

A 2018-07-20 35% SUBMITTAL

B 2018-09-07 65% SUBMITTAL

TOP OF NAILER

12'-9"

CEILING HEIGHT

9'-0"

TOP OF JOIST

12'-2 1/2"

NEW BRICK VENEER TO

MATCH EXISTING W/ BRICK

TIES AT 24" HORIZONTAL &

16" VERTICAL

NEW 1 1/2" BATT

INSULATION

NEW 5/8" GYB ATTACHED

TO Z CHANNEL STUD AT

16" O.C.

NEW R-7.5 RIGID

INSULATION

EXISTING SOFFIT

SYSTEM TO REMAIN

NEW MASONRY

ANCHORS AT

16" VERTICAL

NEW FLUID APPLIED

MOISTURE BARRIER

NEW CEILING - SEE

REFLECTED CEILING

PLAN

NEW FLOWER BED

TO MATCH EXISTING

NEW THRU WALL

FLASHING

WEEPS AT 32" O.C.

2'

6"

2X8 TREATED

WOOD NAILER

BU ROOF

8"

#4 @ 12" EW

PLANTER WALL

1"

#3 @ 12" O.C.

2 #4 CONT

2' - 5"

3/4" CHAMFER

(TYP.)

A-311

A-311

2 2 X 1/4" SUPPORT ANGLE EXISTING TO REMAIN

EXISTING 2 X 2 X 1/4

FRAMING TO REMAIN EXISTING 3 X 3 X 1/4 L TO

REMAIN

NEW 8" CMU WALL W/ #5 AT

32" ON CENTER, GROUT

REINFORCED CELLS SOLID

#5 DOWELS AT 32"

ON CENTER, EMBED

9" INTO SLAB, LAP W/

VERTICAL BAR 30"

#4 AT 18" ON CENTER

6" 1'

-6

M

IN

EXISTING BAR JOISTS

AND BRACING (BEYOND)

1/4" X 8" X 3" LLV BENT PLACE, ATTACH TO

METAL DECK WITH #10 SCREW AT 18" ON

CENTER

1/2" DIAMETER EPOXY

ANCHOR AT 2'-0" ON

CENTER WIT H VERTICAL

SLOTTED HOLE

8" BOND BEAM W/ (1)-#5

CONTINUOUS BOTTOM

#4 CONTINUOUS (TYP.)

CONCRETE

12"X12"X2" PAVERS

4"

GRADE SLOPE

2" 4"

COMPACTED SAND

GRAVEL BASE

2' - 0"

1' - 6"

6"

6"

EXIST. SLAB

NEW TOPPING SLAB

TO REPLACE DEMO

SLAB

NEW FINISH

AT DEMO, FOLD BACK

VAPOR BARRIER AND

REINSTALL AS SHOWN

NEW VAPOR BARRIER

NEW 4" STONE BED

NEW CONCRETE

TURNDOWN SLAB

DEMO SAWCUT LINE

8" RECESSED CAN LIGHT,

SEE ELECTRICAL

EXTERIOR GRADE

GYPSUM

S…