p:projf40gileaddwgpdf'sqc review set 2-10-16gilead … · 2016-02-26 · bruce morris -...

GYMNASIUM

STEM BLDG.

MIDDLE SCHOOL

CHURCH

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:

THIS DRAWING IS AN INSTRUMENT OFSERVICE AND SHALL REMAIN THE

PROPERTY OF THE ARCHITECT. NOPART OF THIS DOCUMENT SHALL BE

REPRODUCED OR TRANSMITTED IN ANYFORM, ELECTRONICALLY OR

MECHANICALLY, FOR ANY PURPOSE,WITHOUT THE EXPRESS WRITTENPERMISSION OF THE ARCHITECT.

1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E

2/12/2016 4:39:30 PMC:\Users\brucem\Documents\Gilead Gym-School CD Central File_brucem.rvt

As indicated

A000

COVERSHEET

BEM

MS

1/29/16

14640GILEAD

GILEAD-BLOOMFIELD COMPLEX RENOVATION1931 ROCKY CREEK ROADMACON, GEORGIA 31206

MACON-BIBB COUNTY

PROJECT DIRECTORYVICINITY MAP PROJECT INFORMATION

APPLICABLE CODES

MACON-BIBB COUNTY RECRECATION DEPARTMENT150 WILLIE SMOKIE GLOVER DRIVEMACON, GA 31201TEL: (478) 751-9280

REGINALD MOORE, INTERIM [email protected]

MACON-BIBB COUNTYOWNER

1700 COMMERCE DRIVE, NWATLANTA, GA 30318TEL: 404-605-0690FAX: 404-605-0890

TOM M. SAYER, - PRINCIPAL-IN-CHARGEBRUCE MORRIS - PROJECT ARCHITECT

SIZEMORE GROUP, LLCARCHITECT

5185 PEACHTREE PKWY NWSUITE 240NORCROSS, GA 30092TEL: 770-368-1399

HOLLY JEFFREYS, P.E.

FORSITE GROUPSTRUCTURAL ENGINEER

1931 ROCKY CREEK ROADMACON, GEORGIA 31206

MACON-BIBB COUNTYGILEAD-BLOOMFIELD COMPLEX RENOVATION

PROJECT NAME

LOCATION

14640GILEADPROJECT NUMBER

MACON-BIBB COUNTY BUSINESS DEVELOPMENT SERVICES6820 CHERRY STREET SUITE 500MACON, GA 30201478-803-0470

PERMITTING AGENCY

TYPE IIB, NON SPRINKLERED

BUILDINGS

PRIMARY - GROUP BACCESSORY - GROUP A-3

27,796 SF - TOTAL ONE STORY BUILDING

316 CORPORATE PKWYMACON, GA 31210478-745-1691

TIM TROTTER, P.E.

NOTTINGHAM, BROOK & PENNINGTON

MECHANICAL ELECTRICAL PLUMBINGENGINEER

216 CHURCH STREETDECATUR, GA 30030TEL: 404-373-9075FAX: 404-373-9076

PHIL BALDWIN, VICE PRESIDENT

SPIKER BALDWIN ASSOCIATESSPECIFICATIONS

3585 HIGHWAY 317SUITE 401-ASUWANEE, GA 30024TEL: 770-614-0630FAX: 770-614-0680

MARK PHILLIPS, PRESIDENT

PHILLIPS-LANGLEY & ASSOCIATESHARDWARE CONSULTANT

SHEETNUMBER SHEET NAME ISSUE DATE

ARCHITECTUREA000 COVER SHEET 1/29/16A001 SYMBOLS, LEGENDS, AND ABBREVIATIONS 1/29/16A002 GYMNASIUM LIFE SAFETY 1/29/16A003 SCHOOL BUILDING LIFE SAFETY 1/29/16A101 GYMNASIUM DEMOLITION PLAN 1/29/16A102 SCHOOL BUILDINGS DEMOLITION PLANS 1/29/16A103 GYMNASIUM FLOOR PLAN 1/29/16A104 SCHOOL BUILDINGS FLOOR PLANS 1/29/16A105 GYMNASIUM AND STEM BUILDING ROOF PLANS 1/29/16A106 FORMER CHURCH ROOF PLAN 1/29/16A201 GYMNASIUM EXTERIOR ELEVATIONS 1/29/16A202 SCHOOL BUILDINGS EXTERIOR ELEVATIONS 1/29/16A301 GYMNASIUM BUILDING CEILING PLAN 1/29/16A302 SCHOOL BUILDINGS CEILING PLANS 1/29/16A401 GYMNASIUM BUILDING FINISH PLAN 1/29/16A402 SCHOOL BUILDINGS FINISH PLANS 1/29/16A501 ENLARGED PLANS AND INTERIOR ELEVATIONS 1/29/16A701 DOOR SCHEDULE AND DETAILS 1/29/16

ELECTRICAL ENGINEERINGED101 GYMNASIUM- DEMOLITION- ELECTRICAL 1/29/16ED102 SCHOOL BUILDINGS- DEMOLITION- ELECTRICAL 1/29/16E001 LEGEND AND SCHEDULE- ELECTRICAL 1/29/16E201 GYMNASIUM- NEW WORK- LIGHTING 1/29/16E202 SCHOOL BUILDINGS- NEW WORK- LIGHTING 1/29/16E301 GYMNASIUM- NEW WORK- POWER/TELECOM 1/29/16E302 SCHOOL BUILDINGS- NEW WORK- POWER/TELECOM 1/29/16E401 GYMNASIUM- NEW WORK-HVAC POWER/SYSTEMS 1/29/16E402 SCHOOL BUILDINGS- NEW WORK- HVAC

POWER/SYSTEMS1/29/16

E501 RISER DIAGRAMS- ELECTRICAL 1/29/16E601 DETAILS- ELECTRICAL 1/29/16E701 PANEL SCHEDULES- ELECTRICAL 1/29/16

MECHANICAL ENGINEERINGMD101 GYMNASIUM- DEMOLITION- HVAC 1/29/16MD102 SCHOOL BUILDINGS- DEMOLITION- HVAC 1/29/16M001 ABBREVIATIONS, LEGENDS & SCHEDULES- HVAC 1/29/16M002 DETAILS- HVAC 1/29/16M201 GYMNASIUM- NEW WORK- HVAC 1/29/16M202 SCHOOL BUILDINGS- NEW WORK- HVAC 1/29/16

PLUMBING ENGINEERINGPD101 GYMNASIUM- DEMOLITION- PLUMBING 1/29/16PD102 SCHOOL BUILDINGS- DEMOLITION- PLUMBING 1/29/16P001 LEGEND, SCHEDULE, NOTES & DETAILS- PLUMBING 1/29/16P201 GYMNASIUM- NEW WORK- PLUMBING 1/29/16P202 SCHOOL BUILDINGS- NEW WORK- PLUMBING 1/29/16P301 LARGE SCALE GYMNASIUM- NEW WORK- PLUMBING 1/29/16

STRUCTURAL ENGINEERINGS001 STRUCTURAL GENERAL NOTES 1/29/16S101 ROOF FRAMING PLAN 1/29/16S102 FRAMING DETAILS 1/29/16

TBDGENERAL CONTRACTOR

GYMNASIUM BUILDING

CONSTRUCTION TYPE:OCCUPANCY TYPE:

AREA:

TYPE IIB, NON-SPRINKLERED

PRIMARY - GROUP EACCESSORY - GROUP A-3


MIDDLE SCHOOL BUILDING

CONSTRUCTION TYPE:

OCCUPANCY TYPE:

AREA:

TYPE IIB, NON-SPRINKLERED

PRIMARY - GROUP EACCESSORY - GROUP A-3


STEM BUILDING

CONSTRUCTION TYPE:

OCCUPANCY TYPE:

AREA:

6,640 SF - WITHIN SCOPE OF WORK

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS, AND GOVERNINGAUTHORITIES AS RELATED TO THIS PROJECT INCLUDING BUT NOT LIMITED TO:

BUILDING INTERNATIONAL BUILDING CODE (IBC), 2012 EDITIONW/ STATE OF GEORGIA 2014 AMENDMENTS

LIFE SAFETY NFPA 101, LIFE SAFTEY CODE, 2012 ED.RULES AND REGULATIONS OF THE GEORGIA SAFETY FIRE COMMISIONER, CHAPTER 120-3-3

FIRE PREVENTION STANDARD FIRE PREVENTION CODE (INTERNATIONAL FIRE CODE), 2012 EDITION W/ STATE OF GEORGIA 2014 AMENDMENTS

MECHANICAL STANDARD MECHANICAL CODE (INTERNATIONAL MECHANICAL CODE), 2012 EDITION W/ STATE OF GEORGIA 2014 AMENDMENTS

PLUMBING STANDARD PLUMBING CODE (INTERNATIONAL PLUMBING CODE), 2012 EDITION W/ STATE OF GEORGIA 2014 AMENDMENTS

ELECTRICAL NFPA NATIONAL ELECTRICAL CODE, 2011 EDITION

GAS STANDARD GAS CODE (INTERNATIONAL FUEL GAS CODE),2012 EDITION W/ STATE OF GEORGIA 2014 AMENDMENTS

ENERGY INTERNATIONAL ENERGY CONSERVATION CODE, 2009 ED.W/ STATE OR GEORGIA 2011 AND 2012 SUPPLEMENTS AND AMENDMENTS

HANDICAP STATE OF GEORGIA ACCESSIBILITY CODE, ACCESSIBILITY CHAPTER 120-3-20a-.016 (.01-.08) 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

DRAWING SHEET INDEX

CAMPUS MAP

ABV ABOVEACT ACOUSTIC CEILING TILEADJ ADJACENT; ADJUSTABLEADMIN ADMINISTRATIVEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAL/ALUM ALUMINUMALT ALTERNATE/ALTERNATIVEAPPROX APPROXIMATEARCH ARCHITECTURALASSOC ASSOCIATE(S)AUX AUXILARYAVG AVERAGE

BLDG BUILDINGBO BOTTOM OFBOS BOTTOM OF STEELBTU BRITISH THERMAL UNITBTU/HR BRITISH THERMAL UNIT PERHOUR

CF CUBIC FEETCFM CUBIC FEET PER MINUTECIP CAST-IN-PLACECJ CONTROL JOINTC/L CENTERLINECLG CEILINGCLKG CAULKINGCLO/CLOS/CLST CLOSETCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONF CONFERENCECORR CORRIDORCPT CARPETCU CUBIC

DEPT DEPARTMENTDIA DIAMETERDIFF DIFFERENCEDIM DIMENSIONDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAIN

EA EACHE EASTELEC ELECTRIC (ELECTRICAL)EL ELEVATIONELEV ELEVATOREMER EMERGENCYEQ EQUALEQPT EQUIPMENTEXST EXISTINGEXP EXPANSIONEJ EXPANSION JOINT

FOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFT FEETFPM FEET PER MINUTEFIN FINISHFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIXT FIXTUREFL FLOOR

GC GENERAL CONTRACTGA GAGE (GAUGE)GALV GALVANIZEDGL GLASSGPY GYPSUM

HVAC HEATING, VENTILATING &AIR CONDITIONING

HGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHP HORSEPOWERHB HOSE BIBB

IN INCHINSUL INSULATION

JC JANITOR CLOSET

LAB LABORATORYLAM LAMINATELNDG LANDINGLAV LAVATORYLH LEFT HANDLEV LEVEL

MGR MANAGERMFR MANUFACTURERMFG MANUFACTURING

MEZZ MEZZANINEMISC MISCELLANEOUS

N NORTHNIC NOT IN CONTRACTNTS NOT TO SCALENO NUMBER

OC ON CENTEROH OPPOSITE HANDOPNG OPENINGOPP OPPOSITE

PR PAIRPVMT PAVEMENTPLAM PLASTIC LAMINATEPLYWD PLYWOODPT PORCELAIN TILELB POUNDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHR RADIUSREF REFERENCERH RIGHTHANDR RISER

RD ROOF DRAINRM ROOMRO ROUGH OPENING

SCH SCHEDULESHT SHEETSIM SIMILARS SOUTHSPKR SPEAKERSQ SQUARESQFT SQUARE FOOTSS STAINLESS STEELSTD STANDARDSTA STATIONSTL STEELSTOR STORAGESTRUCT STRUCTURALSYM SYMMETRICAL

TEL TELEPHONETV TELEVISIONTEMP TEMPEREDT&G TONGUE AND GROOVETOS TOP OF STEELTYP TYPICAL

VAC VACUUMVEST VESTIBULEVWC VINYL WALL COVERING

WSCT WAINSCOTWC WATER CLOSETWT WEIGHTW WESTW/ WITHWD WOOD

A1011

SIM

1 View Name1/8" = 1'-0"A101SHEET NUMBER

DRAWING NUMBERTITLES

A

1

1

PARTITION TYPE

COLUMN LINE

GLASS TYPE

100DOOR NUMBER

CLASSROOM300

EL. 0'-0"

ROOM NAMENUMBERELEVATION

8'-0" ACEILING HEIGHT ABOVEFINISHED FLOOR

CEILING TYPE

REVISION NUMBER

AT FLOOR PLANS:INDICATES DIMENSION TOCENTERLINE OF COLUMN,FINISHED FACE OF GYPSUMBOARD OR CMU AT WALLS.

AT DETAILS & SECTIONS:INDICATES DIMENSION TOCENTERLINE OF COLUMN, FACEOF STUD OR CMU AT PARTITIONSOR CHANGE IN MATERIAL.

SHEET NUMBERDETAIL NUMBER

DETAIL

1A101SHEET NUMBER

SECTION NUMBER

BUILDING SECTION

1A101SHEET NUMBER

ELEVATION NUMBER

ELEVATION

EARTH

GRANULAR DRAINAGEMATERIAL

GROUT

STONE

CONCRETE MASONRYUNIT

RIGID INSULATION

STEEL

PLYWOOD

CONCRETE

FINISHED WOOD

GYPSUM WALL BOARD

BATT INSULATION

DIMENSIONAL LUMBERWOOD BLOCKING

WATERPROOFING

DIMENSIONAL LUMBERCONTINUOUS WOODFRAMING

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


12" = 1'-0"

A001

SYMBOLS,LEGENDS,

ANDABBREVIATIONS

BEM

MS

1/29/16

14640GILEAD

MATERIAL LEGENDABBREVIATIONS

SYMBOL LEGEND

100

ROOM NAME

1

100 SF AREA OF ROOM

CALCULATED OCCUPANCY LOAD

EGRESS WIDTH (INCHES)

EGRESS FACTOR

TOTAL EGRESS CAPACITY OFOPENING (# PERSONS)

PATH OF TRAVEL

2 NUMBER OF OCCUPANTS FROM ROOM OR AREA

OCCUPANCY FACTOR (SF/PERSON)

36 NUMBER OF OCCUPANTS COMBINED FROMMULTIPLE ROOMS OR AREAS

FIRE RATING -1 HOUR

FIRE EXTINGUISHER WITH CABINET

BRACKET MOUNTED FIRE EXTINGUISHER

FE

FE

.2"36" 180

BUILDING PARAMETERS

QUALIFICATIONS: 1. The Building is not potected by an automatic sprinkler system

USE: Assembly (Recreation)

Occupancy: NFPA 101: Existing Assembly (per chapter 13)IBC: Assembly Group A-3 (per section 303)

Construction Type: II-B

CODE ANALYSIS

IBC Chapter 4 – Special Detailed Requirements based on use and occupancy

Superseded by NFPA as per the Georgia Amendments January 1, 2010

IBC Chapter 5 – General Building Heights and Areas

Note: Existing building: No new constructed space

IBC Table 508.4 : Required Separation of Occupancies

SprinkleredBusiness - Assembly: 1 HourBusiness - Low Hazard Storage S-2: 1 Hour

715 Opening Protective

Table 716.5 – OPENING FIRE PROTECTION ASSEMBLIES RATINGS AND MARKINGS

Fire barriers of 1-hour fire-resistance-rated construction:

- Shaft and exit enclosures wall 1 1- Other Fire Barriers 1 3/4 Fire partitions:

- Corridor Walls 1 1/30.5 1/3

- Other Fire Partitions 1 3/40.5 1/3

Smoke Barriers 1 1/3

IBC Chapter 8 – Interior Finishes

Superseded by NFPA Life Safety Code as per the Georgia Amendments January 1, 2010.

NFPA Chapter 7 – Means of EgressIBC Chapter 10 – Means of Egress is Superseded by NFPA Life Safety Code as per theGeorgia Amendments January 1, 2010.

NFPA 7.1.3.1 - Exit Access Corridors: Corridors used as exit access and serving an area havingan occupant load exceeding 30 shall be separated from other parts of the building by wallshaving not less than a 1-hour fire resistance rating.

Table 7.3.1.2 Occupant Load FactorsArea Type Area factor, per person

Business Use 100 sf netClassrooms 20 sf netShops, Laboratories, Vocational Room 50 sf netExcercise Room

With Equipment 50 sf netWithout Equipment 15 sf net

Kitchen 100 sf netStorage

In other than storage or 500 sf netmercantile occupancies

AssemblyConcentrated w/o fixed seating 7 sf netLess concentrated use 15 sf netwithout fixed seating

NFPA 7.3 - Capacity of Means of Egress (Per Table 7.3.3.1):

Stairs: .3”/Occupant

Level components and ramps: .2”/Occupant

NFPA 38.2.5 Arrangements of Means of Egress

In buildings other than those protected throughout by an approvedautomatic sprinkler system, dead-end corridors shall not exceed 20 ft.

In buildings other than those protected throughout by an approvedautomatic sprinkler system, common path of travel shall not exceed 75 ft.

NFPA 38.2.6 Travel Distance to Exits

Travel distance shall not exceed 200 feet in occupancies that are notprotected throughout by an approved sprinkler system

NFPA 38.3.3.2 Interior Wall and Ceiling Finish

Interior Wall and ceiling finish material complying with Section 10.2 shall beClass A or Class B in exits and in exit access corridors

IFC Section 906 Portable Fire Extinguishers: Superseded by NFPA LifeSafety Code as per Georgia Amendments.

NFPA 9.7.4 Manual Extinguishing Equipment9.7.4.1 Where required by the provision of another section of this Code,portable fire extinguishers shall be selected, installed, inspected, andmaintained in accordance with NFPA 10, Standard for Portable FireExtinguishers:

National Fire Protection Association NFPA 10, “Standard for Portable FireExtinguishers”

NFPA 10, requires portable fire extinguishers:· Within easy reach of storage areas for flammables· Throughout buildings, located so that a person does not have to

travel more than 75 feet to reach one.

Building Accessibility – Georgia Accessibility Code

120-3-20.03 (1) All areas of newly designed or newly constructed buildingrequire to be accessible by Rules 120-3-20.07 and 120-3-20.08 shallcomply with the regulations, rules 120-3-20.03 through 120-3-20-46 of theGeorgia Accessibility Code.

2010

42

28

55

21

41

21

22

11

142

142

102

51 51

283

.2"36" 180

.2"36" 180

.2"36" 180

.2"

72"

360

.2"

72"

360

.2"

72"

360

.2"

72"

180

.2"

70"

233

.2"

72"

360

.2"

72"

360

.2" 36"180

WID

TH O

F ST

AIR

142

142

7063

112

964 SF100

KITCHEN

10

LOBBY / GAME ROOM

8497 SF15

GYMNASIUM

566

1238 SF15

AEROBICEXERCISE

83

1253 SF15

WEIGHTTRAINING

83

629 SF15

YOGA ROOM

42

612 SF20

CLASSROOM

30

667 SF20

CLASSROOM

33

HOME TEAM ROOM VISITING TEAM ROOM

SUPPLY

JAN

CLOSET

HOME TEAM LOCKERROOM

MEN'S

VISITOR'S LOCKERROOM

WOMEN'S

SUPPLYSUPPLY

UTILITY

PANTRY

3054 SF15204

CORR

IDO

R

CORR

IDO

R

CORRIDOR

8

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A002

GYMNASIUMLIFE SAFETY

BEM

MS

1/29/16

14640GILEAD

LIFE SAFETY LEGENDLIFE SAFETY NOTES

1. LOCATION OF FIRE EXTINGUISHER CABINETS AND FIRE EXTINGUISHERS ISBASED ON 75 FT. TRAVEL DISTANCE.

2. CONTRACTOR TO PROVIDE AND INSTALL (IF NECESSARY) TWOADDITIONAL FIRE EXTINGUISHER CABINETS PER FLOOR IF DIRECTED BYTHE LOCAL AUTHORITIES HAVING JURISDICTION.

3. REFER TO FLOOR PLANS FOR LOCATIONS OF PARTITION TYPES.

CODE RESEARCH

1/8" = 1'-0"A0021 GYMNASIUM BUILDING LIFE SAFETY PLAN

WH

757 SF20

CLASSROOM

38UTILITY

ELEC

176 SF100

WORKROOM

2201 SF

100

RESOURCEROOM

878 SF20

CLASSROOM

44

777 SF20

CLASSROOM

39

381 SF20

CLASSROOM

19

CORRIDOR

BOYSGIRLS

CLOSETH/

C RE

STRO

OM

580 SF20

CLASSROOM

29

83

2

65

44

3919

2

29

JAN

38

2

.2" 72"360

.2"

36"

180

.2"72" 360

.2"

36"

180

21

550 SF20

CLASSROOM

28

719 SF50

SCIENCE LAB

14

688 SF20

CLASSROOM

34

CLOSET

ELECT WOMENS MENS

28

14

34

.2"36" 180

.2"36" 180

.2"36" 180

100

ROOM NAME

1

100 SF AREA OF ROOM

CALCULATED OCCUPANCY LOAD

EGRESS WIDTH (INCHES)

EGRESS FACTOR

TOTAL EGRESS CAPACITY OFOPENING (# PERSONS)

PATH OF TRAVEL

2 NUMBER OF OCCUPANTS FROM ROOM OR AREA

OCCUPANCY FACTOR (SF/PERSON)

36 NUMBER OF OCCUPANTS COMBINED FROMMULTIPLE ROOMS OR AREAS

FIRE RATING -1 HOUR

FIRE EXTINGUISHER WITH CABINET

BRACKET MOUNTED FIRE EXTINGUISHER

FE

FE

.2"36" 180

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A003

SCHOOLBUILDING

LIFE SAFETY

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A0032 MIDDLE SCHOOL LIFE SAFETY PLAN

1/8" = 1'-0"A0031 STEM BUILDING LIFE SAFETY PLAN

LIFE SAFETY LEGEND

CODE RESEARCH

BUILDING PARAMTERS

MIDDLE SCHOOL BUILDING

QUALIFICATIONS: 1. The Building is not protected by an automatic sprinkler system

USE: Educational Use

Occupancy: NFPA 101: Existing Educational Occupancy (per chapter 15)IBC: Eductaional Group E (per section 305)

Construction Type: II-B Unprotected

STEM BUILDING

QUALIFICATIONS: 1. The Building is not protected by an automatic sprinkler system

USE: Educational Use

Occupancy: NFPA 101: Existing Educational Occupancy (per chapter 15)IBC: Educational Group E (per section 305)

Construction Type: II-B Unprotected

EXISTING KITCHENTO REMAIN

EXISTING GYMNASIUMTO REMAIN

EXISTINGMULTI-PURPOSE AREA

TO REMAIN

1

1

1

2

2 3

3

3

3

3

3

33

3

3

3

3

3

4

55

6

6

6

6

7

7 7

7

7

7

7

7

1

7

8

8

7

7

7

9

9

9

9

9

99

9

10

10

10

10

10

10

10

10

11 11

12

12

12

12

12

99

9

10

9

EXISTING WALLS TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NOT IN SCOPE OF WORK / PHASE II CONSTRUCTION

1. DASHED LINES INDICATE EXISTING CONDITIONS TO BE REMOVED. PATCH ALL FLOORS,CEILINGS, AND WALL SURFACES AS WELL AS ALL ADJACENT SURFACES AS NECESSARYFOR THE INSTALLATION OF NEW MATERIALS - TYP.

2. DEMOLITION WORK CONSISTS OF PERFORMING ALL DEMOLITION OF ANY EXISTINGCONSTRUCTION WHICH IN ITS PRESENT FORM WILL INTERFERE WITH THE COMPLETEDNEW CONSTRUCTION AND TO PERFORM ANY OTHER CUTTING OR PATCHING OF THEEXISTING CONSTRUCTION AS SHOWN ON THE DRAWINGS.

3. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:A. REMOVAL OF EXISTING PARTITIONS, INCLUDING DOORS, DOOR FRAMES AND GLAZED PARTITIONS AS INDICATED.B. REMOVAL OF EXISTING FLOOR COVERINGS, UNLESS NOTED OTHERWISE.C. REMOVAL OF EXISTING LIGHTS, AND MISCELLANEOUS ABANDONED ELECTRICAL ITEMS.

4. IF CONTRACTOR DISCOVERS EXISTING CONDITIONS THAT ARE NOT AS INDICATED ON THEDRAWING, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING BEFOREPROCEEDING WITH THAT PORTION OF THE WORK.

5. DEBRIS RESULTING FROM DEMOLITION AND CONSTRUCTION SHALL BE REMOVEDENTIRELY FROM THE BUILDING SITE ON A DAILY BASIS TO A WASTE AREA PROVIDED BYTHE CONTRACTOR.

6. ALL ELECTRICAL, TELEPHONE, DATA, AND PLUMBING ITEMS NOT TO BE REUSED SHALLBE REMOVED TO 1/2" BEHIND THE FINISHED FACE OF SURFACE. REMAINING HOLESSHALL BE CAPPED AND PATCHED TO PROVIDE A FLUSH SURFACE TO MATCH THEADJACENT SURFACE.

7. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, TACK STRIPS,PARTITIONS, ETC.) CAUSES UNEVENESS IN SLAB OR FLOORING, THE CONTRACTORSHALL PATCH TO LEVEL THE SUB-FLOOR TO RECEIVE FINISHED FLOORING.

8. SURFACES DISTURBED BY DEMOLITION, CUTTING, PATCHING, OR IN ANY OTHER WAY,SHALL BE FINISHED TO MATCH THE EXISTING ADJACENT SURFACES IN TEXTURE ANDCOLOR. PATCHES SHALL BE IMPERCEPTIBLE.

9. WHEN DEMOLISHING GYPSUM BOARD OR PLASTER SUBSTRATE, PROVIDE A STRAIGHTEDGE PERPENDICULAR TO THE FLOOR AND PARALLEL TO THE WALLS.

10. CARE SHALL BE TAKEN IN REMOVAL OF ITEMS TO REMAIN THE OWNER'S PROPERTY TOPREVENT DAMAGE. STORE ITEMS WHERE DIRECTED BY THE OWNER. ALL OTHERMATERIALS REMOVED BY THE DEMOLITION WORK AND NOT INDICATED TO BERELOCATED OR REUSED IN THE PROJECT SHALL BECOME THE PROPERTY OF THECONTRACTOR AND REMOVED FROM THE SITE AS WORK PROGRESSES.

11. MAINTAIN BUILDING SECURITY AT ALL TIMES.

12. REFER TO SPECIFIC DRAWING FOR FURTHER NOTES THAT REFLECT INFORMATIONPERTINENT TO THAT SPECIFIC DRAWING. SEE FLOOR PLANS FOR ACTUAL FINISHEDWIDTHS OF NEW OPENINGS IN EXISTING WALLS.

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A101

GYMNASIUMDEMOLITION

PLAN

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A1011 GYMNASIUM DEMOLITION PLAN

DEMOLITION GENERAL NOTES

DEMOLITION KEY NOTES

1 REMOVE PARTITION.2 REMOVE SHOWER.3 REMOVE MARKER BOARDS AND CHALK BOARDS.4 REMOVE CABINET.5 PROVIDE NEW ROUGH OPENING FOR NEW DOOR.6 REMOVE THRU-WALL HVAC UNITS, INFILL ROUGH OPENINGS TO

MATCH EXISTING, AND PROVIDE NEW ROUGH OPENINGS FOR NEWUNITS AS REQUIRED- SEE MECH. DWGS.

7 REMOVE DOOR AND HARDWARE. FRAME TO REMAIN.8 REMOVE DOOR, FRAME, AND HARDWARE. INFILL OPENING WITH

BLOCK. FINISH TO MATCH ADJACENT CONDITIONS.9 REMOVE FLOORING AND BASE.10 REMOVE CEILING SYSTEM, LIGHT FIXTURES AND CLG. MOUNTED

DEVICES.11 REMOVE LOCKERS.12 EXISTING FIRE EXTINGUISHERS AND CABINETS TO REMAIN.

DEMOLITION LEGEND

WH

EXISTING CANOPY TOREMAIN

5 5

5

5

5

66 6

6

66

6

6 6

6

6 6

6 6 6

6 6 6 666

66

7

1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1

8 8

8

9 3 9 3

9 3

9 3

9 3

9 3

9 3 9 3 9 3 9 3

9 3

9 39 39 3

410

10 10 10 10 10 10

101010101010

11

12

12

13

13

5

14

14

1414

15 15

16 17

18 18 18

181818

18

12

19

20

1

1

1

1

1

1

2 3

32

2 3

4

4

4

1. DASHED LINES INDICATE EXISTING CONDITIONS TO BE REMOVED. PATCH ALL FLOORS,CEILINGS, AND WALL SURFACES AS WELL AS ALL ADJACENT SURFACES AS NECESSARYFOR THE INSTALLATION OF NEW MATERIALS - TYP.

2. DEMOLITION WORK CONSISTS OF PERFORMING ALL DEMOLITION OF ANY EXISTINGCONSTRUCTION WHICH IN ITS PRESENT FORM WILL INTERFERE WITH THE COMPLETEDNEW CONSTRUCTION AND TO PERFORM ANY OTHER CUTTING OR PATCHING OF THEEXISTING CONSTRUCTION AS SHOWN ON THE DRAWINGS.

3. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:A. REMOVAL OF EXISTING PARTITIONS, INCLUDING DOORS, DOOR FRAMES AND GLAZED PARTITIONS AS INDICATED.B. REMOVAL OF EXISTING FLOOR COVERINGS, UNLESS NOTED OTHERWISE.C. REMOVAL OF EXISTING LIGHTS, AND MISCELLANEOUS ABANDONED ELECTRICAL ITEMS.

4. IF CONTRACTOR DISCOVERS EXISTING CONDITIONS THAT ARE NOT AS INDICATED ON THEDRAWING, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING BEFOREPROCEEDING WITH THAT PORTION OF THE WORK.

5. DEBRIS RESULTING FROM DEMOLITION AND CONSTRUCTION SHALL BE REMOVEDENTIRELY FROM THE BUILDING SITE ON A DAILY BASIS TO A WASTE AREA PROVIDED BYTHE CONTRACTOR.

6. ALL ELECTRICAL, TELEPHONE, DATA, AND PLUMBING ITEMS NOT TO BE REUSED SHALLBE REMOVED TO 1/2" BEHIND THE FINISHED FACE OF SURFACE. REMAINING HOLESSHALL BE CAPPED AND PATCHED TO PROVIDE A FLUSH SURFACE TO MATCH THEADJACENT SURFACE.

7. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, TACK STRIPS,PARTITIONS, ETC.) CAUSES UNEVENESS IN SLAB OR FLOORING, THE CONTRACTORSHALL PATCH TO LEVEL THE SUB-FLOOR TO RECEIVE FINISHED FLOORING.

8. SURFACES DISTURBED BY DEMOLITION, CUTTING, PATCHING, OR IN ANY OTHER WAY,SHALL BE FINISHED TO MATCH THE EXISTING ADJACENT SURFACES IN TEXTURE ANDCOLOR. PATCHES SHALL BE IMPERCEPTIBLE.

9. WHEN DEMOLISHING GYPSUM BOARD OR PLASTER SUBSTRATE, PROVIDE A STRAIGHTEDGE PERPENDICULAR TO THE FLOOR AND PARALLEL TO THE WALLS.

10. CARE SHALL BE TAKEN IN REMOVAL OF ITEMS TO REMAIN THE OWNER'S PROPERTY TOPREVENT DAMAGE. STORE ITEMS WHERE DIRECTED BY THE OWNER. ALL OTHERMATERIALS REMOVED BY THE DEMOLITION WORK AND NOT INDICATED TO BERELOCATED OR REUSED IN THE PROJECT SHALL BECOME THE PROPERTY OF THECONTRACTOR AND REMOVED FROM THE SITE AS WORK PROGRESSES.

11. MAINTAIN BUILDING SECURITY AT ALL TIMES.

12. REFER TO SPECIFIC DRAWING FOR FURTHER NOTES THAT REFLECT INFORMATIONPERTINENT TO THAT SPECIFIC DRAWING. SEE FLOOR PLANS FOR ACTUAL FINISHEDWIDTHS OF NEW OPENINGS IN EXISTING WALLS.


EXISTING CONSTRUCTION TO BE REMOVED


SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A102

SCHOOLBUILDINGS

DEMOLITIONPLANS

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A1022 MIDDLE SCHOOL DEMOLITION PLAN

1/8" = 1'-0"A1021 STEM BUILDING DEMOLITION PLAN

DEMOLITION GENERAL NOTES

DEMOLITION KEY NOTES

1 REMOVE THRU-WALL HVAC UNITS, INFILL ROUGH OPENINGS TOMATCH EXISTING, AND PROVIDE NEW ROUGH OPENINGS FOR NEWUNITS AS REQUIRED- SEE MECH. DWGS.

2 REMOVE FLOORING AND BASE.3 REMOVE CEILING SYSTEM, LIGHT FIXTURES AND CLG. MOUNTED

DEVICES.4 REMOVE DOOR, FRAME, AND HARDWARE.5 REMOVE PARTITION.6 REMOVE MARKER BOARDS AND CHALK BOARDS.7 PROVIDE NEW ROUGH OPENING FOR NEW DOOR.8 REMOVE DOOR AND HARDWARE. FRAME TO REMAIN.9 REMOVE FLOORING AND BASE. REMOVE MASTIC FROM FLOOR SLAB.10 REMOVE WINDOWS.11 REMOVE DOOR, FRAME, AND HARDWARE. INFILL OPENING WITH

BLOCK. FINISH TO MATCH ADJACENT CONDITIONS.12 REMOVE CANTILEVERED CANOPY.13 REMOVE TOILETS, PARTITIONS AND ACCESSORIES.14 REMOVE RESTROOM LAVATORIES.15 REMOVE LAVATORY COUNTER, MIRROR AND PAPER TOWEL

DISPENSER.16 REMOVE DRINKING FOUNTAIN.17 REMOVE BELL AND HORNS.18 REMOVE WALL MOUNTED PENCIL SHARPENERS AT CLASSROOMS.19 REMOVE FLAGPOLES AND RAISED PLANTER.20 REMOVE CANOPY SUPPORTS WHERE ROOF IS MISSING AND PATCH

CONCRETE AT SIDEWALK.

DEMOLITION LEGEND

KITCHENG106

GYMNASIUMG107

CORRIDORG110

MEN'SG111

HOME TEAMLOCKERROOMG112

HOME TEAMROOMG113

JANG114

SUPPLYG115

CLOSETG116

VISITINGTEAM ROOM

G117

CORRIDORG118 WOMEN'S

G119

VISITOR'SLOCKERROOMG120

CORRIDORG121

YOGA ROOMG124

CLASSROOMG125

CLASSROOMG126

UTILITYG127

3

A201

WEIGHTTRAINING

G123

EXISTING RAMP AEROBICEXERCISE

G122

NO SCOPE OFWORK AT THIS AREA

NO SCOPE OF WORKIN THIS AREA

EXISTING CONC.DECK TO REMAIN

NO SCOPE OF WORKAT THIS AREA

A5011

A5012

G120AG112AG112B

G122B

G123A

G122A

G122C

G123B

G124A

G121A

G125A G125BG126A

G126B

G121B

1

A201

6'-0

"

3'-8"

6'-0

"

3'-0"

3'-4"

6'-0

"

G120B

G124B

1

2

2

2

2

3

3

4

4

5

55

1

1

1

1

1

1FEC

FEC

FEC

FEC

FE

6

6

6

8

A.1

A.1


NOT IN SCOPE OF WORK

NEW WALL CONSTRUCTION

1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF ALL DISCIPLINES.

2. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY

3. DIMENSIONS WHERE SHOWN ARE TYPICALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FACE OF FINISH

4. DIMENSIONS SHOWN ON LARGER DRAWINGS GOVERN

5. FIELD VERIFY ALL EXISTING CONDITIONS

6. SEE SHEET A701 FOR WINDOW DESIGNATIONS

7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISHMATERIAL OF THE WALLS OR COLUMNS INDICATED.

8. ALL INTERIOR GYPSUM BOARD SHALL BE 5/8" THICK ON METAL STUDS OR METAL FURRINGCHANNELS UNLESS OTHERWISE NOTED.

9. PROVIDE FINISHED WALLS AND FLOORING UNDER AND BEHIND ALL EQUIPMENT AND CASEWORK.

10. SEE SHEET A601 FOR PARTITION TYPES. PROVIDE CEMENTITIOUS BACKER BOARD BEHIND ANYNEW TILED SURFACES ON METAL STUD FRAMING.

11. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING ITEMS PENETRATEPARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDEADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS AND SMOKE BARRIERSSHALL BE SEALED WITH APPROPRIATE FIRE STOP MATERIAL TO PROVIDE FIRE, SMOKE AND/ORACOUSTIC ISOLATION OF SPACES.

12. ALL INTERIOR AND EXTERIOR WOOD BLOCKING SHALL BE TREATED AS INDICATED INSPECIFICATIONS.

13. ALL GYPSUM BOARD PARTITIONS TO HAVE LEVEL 4 FINISH.

14. DOORS WITHOUT DESIGNATION SYMBOL ARE EXISTING TO REMAIN.

15. BUILDING EXTERIOR TO RECEIVE PRIME AND PAINT. BRICK VENEER TO REMAIN UNPAINTED.

16. ALL EXISTING FIXTURES AND EQUIPMENT ARE TO REMAIN UNLESS NOTED OTHERWISE.

?S1

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A103

GYMNASIUMFLOOR PLAN

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A1031 GYMNASIUM FLOOR PLAN

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEY NOTES

1 MODIFY EXISTING ROUGH OPENINGS AND INSTALL NEW THRU-WALLHVAC UNITS- SEE MECH. DWGS.

2 INFILL FORMER DOOR OPENING WITH CONCRETE BLOCK TO MATCHEXISTING WALL.

3 PATCH, PRIME AND PAINT WALL IN AREA AT REMOVAL OF WALLLOCATION.

4 PATCH SUB FLOOR AT DEMOLISHED PARTITION.5 PROVIDE SLOPED TRANSITION AT EDGE OF EXISTING SPORTS

FLOORING.6 INSTALL NEW 96" X 48" WHITEBOARD WITH SILL AT 36" AFF.

FLOOR PLAN LEGEND

WH

CLASSROOMM101

ELECM102

UTILITYM103

JANM104

CORRIDORM105

WORKROOMM106

RESOURCEROOMM107

CLASSROOMM108

CORRIDORM109

CLASSROOMM110

CLASSROOMM111

BOYSM112

GIRLSM113

CLASSROOMM116

COVEREDCANOPY TO REMAIN

H/CRESTROOM

M114

CLOSETM115

1

A202

4

A2023

A202

2

A202

M115

M114

M105

M101

M116

M113

M103M104

M107B

M107A

M110M111M112

A5013

M109A

M109B M109C

A1043

?1?1 ?1 ?1 ?1

?1?1?1?1

M106

NEWFEC

1 1

1 1 1 1

1 1 1

?2 ?2

?3

2

34

5 5

6 6 6 6

6666 6

7

8

9 9 99

9999

2A601

?4 ?4

M108

C.1

3A601

3A601

CLASSROOMS101

CLOSETS102

SCIENCELABS103

CLASSROOMS104

MENSS105

WOMENSS106ELECT

S107

7

A202

8

A202

6

A202

S104

S103A

S101

5

A202

1

1

1

10 10

11

11

11

12

11

13

13

13




1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF ALL DISCIPLINES.

2. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY

3. DIMENSIONS WHERE SHOWN ARE TYPICALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FACE OF FINISH

4. DIMENSIONS SHOWN ON LARGER DRAWINGS GOVERN

5. FIELD VERIFY ALL EXISTING CONDITIONS

6. SEE SHEET A701 FOR WINDOW DESIGNATIONS

7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISHMATERIAL OF THE WALLS OR COLUMNS INDICATED.

8. ALL INTERIOR GYPSUM BOARD SHALL BE 5/8" THICK ON METAL STUDS OR METAL FURRINGCHANNELS UNLESS OTHERWISE NOTED.

9. PROVIDE FINISHED WALLS AND FLOORING UNDER AND BEHIND ALL EQUIPMENT AND CASEWORK.

10. SEE SHEET A601 FOR PARTITION TYPES. PROVIDE CEMENTITIOUS BACKER BOARD BEHIND ANYNEW TILED SURFACES ON METAL STUD FRAMING.

11. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING ITEMS PENETRATEPARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDEADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS AND SMOKE BARRIERSSHALL BE SEALED WITH APPROPRIATE FIRE STOP MATERIAL TO PROVIDE FIRE, SMOKE AND/ORACOUSTIC ISOLATION OF SPACES.

12. ALL INTERIOR AND EXTERIOR WOOD BLOCKING SHALL BE TREATED AS INDICATED INSPECIFICATIONS.

13. ALL GYPSUM BOARD PARTITIONS TO HAVE LEVEL 4 FINISH.

14. DOORS WITHOUT DESIGNATION SYMBOL ARE EXISTING TO REMAIN.

15. BUILDING EXTERIOR TO RECEIVE PRIME AND PAINT. BRICK VENEER TO REMAIN UNPAINTED.

16. ALL EXISTING FIXTURES AND EQUIPMENT ARE TO REMAIN UNLESS NOTED OTHERWISE.

?S1

4'-0

"

8'-0"

6" CMU BLOCK

BRICK VENEEER

R11'-4"

LINE OF EXISTINGCANOPY ABOVE

1A601

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A104

SCHOOLBUILDINGS

FLOORPLANS

BEM

MS

1/29/16

14640GILEAD 1/8" = 1'-0"A104

1 MIDDLE SCHOOL FLOOR PLAN 1/8" = 1'-0"A104

2 STEM BUILDING FLOOR PLAN

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEY NOTES

FLOOR PLAN LEGEND

1 INSTALL NEW THRU-WALL HVAC UNITS- SEE MECH. DWGS.2 NEW DOOR AND FRAME AT ENLARGED OPENING.3 PROVIDE NEW BRICK SURROUNDS WITH CAST STONE CAPS AT

EXISTING COVERED CANOPY COLUMNS.4 INSTALL NEW ALUMINUM GUARDRAIL.5 INSTALL NEW CANOPIES- SEE ROOF PLAN.6 INSTALL NEW EXTERIOR WINDOW. INFILL AREA BELOW WINDOW

STUCCO OVER CONCRETE BLOCK.7 PATCH ASPHALT AFTER REMOVING PLANTER.8 NEW GYPSUM BOARD OVER METAL STUD BULKHEAD AT 8'-0" AFF.9 INSTALL NEW 96" X 48" WHITEBOARD WITH SILL AT 36" AFF.10 PRIME AND PAINT EXISTING SHELVING.11 EXISTING COUNTERS, EQUIPMENT, LAB TABLES AND SINKS TO

REMAIN.12 PRIME AND PAINT EXISTING BASE CABINET.13 EXISTING MARKER BOARDS TO REMAIN.

1/2" = 1'-0"A1043 MIDDLE SCHOOL COLUMN WRAP

TYP.

PROVIDE NEW MECHANICALLYATTACHED PVC ROOFING ON 1/2"GYPSUM SHEATHING AND 1-1/2"

RIGID INSULATION OVER EXISTINGSTANDING SEAM ROOF

SLOPE SLOPE SLOPE SLOPE

SLOPE

EXISTING BUILT-UPROOFING TO REMAIN

PROVIDE NEW METALFASCIA WITH COUNTER-FLASHING INTO EXISTINGMETAL GUTTER SYSTEM

REPLACE EXISTING WITHNEW METAL RAKE TRIM



PROVIDE NEW METALFASCIA INTO EXISTINGMETAL GUTTER

PROVIDE NEW METAL FASCIA WITHCOUNTERFLASHING INTO EXISTINGMETAL GUTTER SYSTEM

PROVIDE NEW METAL FASCIA WITHCOUNTERFLASHING INTO EXISTINGMETAL GUTTER SYSTEM









PROVIDE NEW METALFASCIA WITH COUNTER-FLASHING INTO EXISTINGMETAL GUTTER SYSTEM

REMOVE EXISTING BUILT-UPROOFING AND PROVIDE NEWMECHANICALLY ATTACHED PVCMEMBRANE ROOFING OVER 1/2"GYPSUM SHEATHING AND 4" OFTAPERED RIGID INSULATION ASREQUIRED TO SLOPE TO REAR OFBUILDING

PROVIDE NEW PREFINALUM. 6" X 6" GUTTER ANDDOWNSPOUTS AT WESTSIDE OF BUILDING

REMOVE EXISTING FASCIA ANDPROVIDE NEW PREFIN. ALUMFASCIA AROUND ENTIREBUILDING PERIMETER

SLOPE

SLOPE

SLOPE

NOTE: ROOF AT MIDDLESCHOOL BUILDING IS TOREMAIN. PROVIDE NEWPREFABRICATEDCANOPIES AT EAST ANDWEST DOORWAYS- SEESHEET A202

EXISTING PIPE

DRAW BAND

PVC MEMBRANE

STRETCH PVC DETAILMEMBRANE TO FORMEXISTING PIPE DIA.

PVC MEMBRANEOVER ADHESIVE

CONTINUOUSWELD

FASTNER AND PLATEAROUND PIPE VENT

PVC MEMBRANEADHESIVE

SINGLE PLY CAULK

EXISTING ROOF DECK

4" X 5" PREFIN. METALGUTTER AND DOWNSPOUTS

PREFIN. METALGRAVEL STOP

P.T. 2X WOOD NAILER

HEAT WELDED ROOFSYSTEM FLASHING STRIP

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A105

GYMNASIUMAND STEMBUILDING

ROOF PLANS

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A1051 GYMNASIUM ROOF PLAN

1/8" = 1'-0"A1052 STEM BUILDING ROOF PLAN

6" = 1'-0"A1054 PIPE VENT PENETRATION DETAIL

3" = 1'-0"A1053 GUTTER DETAIL

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E

2/12/2016 3:28:17 PMC:\Users\brucem\Documents\Gilead Church DD Central File_brucem.rvt

1/8" = 1'-0"

A106

FORMERCHURCH

ROOF PLAN

BEM

BEM

1/29/16

14640GILEAD

1/8" = 1'-0"A1061 ROOF PLAN

PROVIDE NEW MECHANICALLYATTACHED PVC ROOFING ON

1/2" GYPSUM SHEATHING AND1-1/2" RIGID INSULATION OVER

EXISTING METAL ROOFING







REMOVE EXISTING BUILT-UPROOFING AND REPLACE WITHNEW PVC ROOFING OVER 4"

RIGID INSULATION TO FOLLOWEXISTING LOW SLOPE

REPLACE EXISTINGMETAL GUTTER ANDDOWNSPOUTS TOMATCH EXISTING

PROVIDE NEW PVC ROOFING OVER1/2" SUBSTRATE ON 1-1/2" RIGIDINSULATION OVER CORR. METALDECK ON LIGHT GAGE STEELFRAMING AT NEW CRICKETS

EXISTNG METAL SCREENTO REMAIN

EXISTING METALCANOPY TO REMAINEXISTING METAL

CANOPY TO REMAIN

EXISTNG METAL SCREENTO REMAIN

5:12

3.5:12 3.5:12

5:12 1:12

1:12

1:12

REPLACE EXISTINGMETAL GUTTER ANDDOWNSPOUTS TOMATCH EXISTING

-2'-8"Gymnasium Floor

-1'-8"Gym Lobby Floor

NEW METAL FASCIA AND COUNTER- FLASHINGINTO EXISTING GUTTER SYSTEM- EXISTINGGUTTERS AND DOWNSPOUTS TO REMAIN

NEW PVC ROOFING OVER 1/2"GYP. SHEATHIMG AND 1-1/2"RIGID INSUL. OVER EXISTINGMETAL ROOFING

EXISTING PRE-ENGINEERED METALBUILDING PANELS- PRIME AND PAINT

EXISTING CONC. BLOCK-PRIME AND PAINT

NEW H.M. DOOR INEXISTING H.M. FRAMES-PRIME AND PAINT- TYP.

NEW THRU-WALL HVAC UNITS-SEE MECH DWGS. MODIFYEXISTING ROUGH OPENINGSAS REQ'D FOR NEW UNITS

NEW H.M. DOOR INEXISTING H.M. FRAMES-PRIME AND PAINT- TYP.

-2'-8"Gymnasium Floor


PROVIDE NEW PREFIN. METALRAKE OVER EXISTING- TYP.

EXISTING ALUM. STOREFRONTDOORS TO REMAIN



NEW STOREFRONT DOORS INEXISTING FRAME



EXISTING BRICK VENEERTO REMAIN EXISTING BRICK VENEER

TO REMAIN

NOTE: EXSITING METALSIDEWALK CANOPIES ATGYMNASIUM AND STEMBUILDING ARE TO REMAIN

PROVIDE NEW PREFIN. METALRAKE OVER EXISTING- TYP.

EXISTING PRE-ENGINEEREDMETAL BUILDING PANELS-PRIME AND PAINT

EXISTING CONC. BLOCKAT HVAC AREA TOREMAIN UNPAINTED



NEW H.M DOORSADD FRAME IN EXISTINGOPENING- PRIME AND PAINT


EXISTING PRE-ENGINEEREDMETAL BUILDING PANELS-PRIME AND PAINT

EXISTING H.M. DOORS ANDFRAME- PRIME AND PAINT

EXISTING H.M. DOORAND FRAME- PRIMEAND PAINT

EXISTING LOUVERED VENTS ANDHVAC DUCTWORK TO REMAIN- TYP.

EXISTING ELECTRICALDISCONNECT TO REMAIN





NEW PVC ROOFING OVER 1/2" GYP.SHEATHIMG AND 1-1/2" RIGID INSUL.OVER EXISTING METAL ROOFING

NEW METAL FASCIA AND COUNTER-FLASHING INTO EXISTING GUTTERSYSTEM- EXISTING GUTTERS ANDDOWNSPOUTS TO REMAIN

EXISTING CONC. BLOCKBEYOND- PRIME AND PAINT EXISTING H.M. DOORS

AND FRAME TO REMAIN-PRIME AND PAINT

EXISTING ELECTRICALPANEL TO REMAIN

NEW H.M. DOORIN EXISTING FRAME -PRIME AND PAINT

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A201

GYMNASIUMEXTERIOR

ELEVATIONS

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A2014 GYMNASIUM EAST ELEVATION

1/8" = 1'-0"A2011 GYMNASIUM SOUTH ELEVATION

1/8" = 1'-0"A2013 GYMNASIUM NORTH ELEVATION

1/8" = 1'-0"A2012 GYMNASIUM WEST ELEVATION

EXTERIOR FINISH GENERAL NOTES

1. ELASTOMERIC COATING AT EXISTING METAL CANOPY, EXISTING CONCRETE BLOCK,CONCRETE BLOCK INFILL AND SOFFITS TO MATCH SHERWIN-WILLIAMS SE 6349 PENNYWISE.

2. PAINT AT SOFFIT OF EXISTING PRE-ENGINEERED BUILDING METAL PANELS IS TO MATCHEXISTING.

3. PAINT AT NEW AND EXISTING HOLLOW METAL FRAMES AND DOORS IS TO MATCHSHERWIN-WILLIAMSSW 6349 PENNYWISE

0"STEM Floor

BRICK VENEER COLUMNCOVERS WITH 6" CASTSTONE CAP

NEW ALUMINUM RAILINGBETWEEN PIERS

EXISTING CORRUGATED METALCANOPY- PRIME AND PAINT

NEW ALUM. STOREFRONTENTRANCE DOOR IN ALUM.FRAME

NEW INSUL. GLASS WINDOWS INALUM. FRAMING SYSTEMS ATEXISTING OPENINGS- INFILL LOWERPORTION OF EXISTING OPENINGSWITH STUCCO OVER CONC. BLOCKWITH ELASTOMERIC COATING- TYP.EXISTING BRICK VENEER TO REMAIN

EXISTING ROOFING ANDFASCIA TO REMAIN- PRIMEAND PAINT 2X WOOD FASCIA

EXISTING STEEL COLUMN-PRIME AND PAINT

6"8'

-4"

6"8'

-4"

INFILL BRICK VENEER OVERCONC. BLOCK TO MATCHEXISTING AFTER REMOVINGTHRU-WALL HVAC UNITS- TYP.

NEW THRU-WALL HVAC UNITS-SEE MECH DWGS- TYP.

2A601

0"STEM Floor

NEW PREFABRICATEDCANOPY AT EGRESSDOORS

EXISTING CORRUGATED METALCANOPY- PRIME AND PAINT

BRICK VENEERCOLUMN COVER WITH6" CAST STONE CAP

NEW H.M DOORSAND FRAME INEXISTING OPENING-PRIME AND PAINT

EXISTING STEEL COLUMN-PRIME AND PAINT

PRIME AND PAINT EXISTING2X WOOD FASCIA

3A601

0"STEM Floor

EXISTING METALCANOPY- PRIMEAND PAINT

BRICK VENEERCOLUMN COVERWITH 6" CASTSTONE CAP

EXISTING STEELCOLUMN- PRIMEAND PAINT

NEW PREFABRICATEDCANOPY AT EGRESS DOORS

NEW H.M. DOORS ANDFRAME IN EXISTINGOPENING- PRIME AND PAINT

PRIME AND PAINTEXISTING 2X WOODFASCIA

3A601

0"STEM Floor

EXISTING CORRUGATEDMETAL CANOPY BEYOND-PRIME AND PAINT

NEW INSUL. GLASS IN ALUM. FRAMEWINDOWS AT EXISTING OPENINGSINFILL LOWER PORTION OF EXISTINGOPENINGS WITH STUCCO OVERCONC. BLOCK WITH ELASTOMERICCOATING- TYP.

NEW H.M. DOOR AND FRAME-PRIME AND PAINT

EXISTING H.M. DOORS ANDFRAME TO REMAIN-PRIME AND PAINT

NEWPREFABRICATEDCANOPY

NEWPREFABRICATEDCANOPY

EXISTING FASCIA, GUTTERAND DOWNSPOUTS TO REMAIN-REPAINT 2X WOOD FASCIA

INFILL ROUGH OPENING WITHBRICK VENEER OVER CONC.BLOCK TO MATCH EXISTINGAFTER REMOVING EXISTINGMECH. THRU-WALL UNITS- TYP.

2A601

NEW CONC. STAIRSAND STOOP

0"STEM Floor -1'-8"

Gym Lobby FloorNEW H.M. DOOR AND FRAMEIN EXISTING OPENING-PRIME AND PAINT

NEW H.M. DOORS ANDFRAMES IN EXISTINGOPENING- PRIME AND PAINT


EXISTING BRICKVENEER TO REMAIN

EXISTING CANOPYTO REMAIN


EXISTING H.M. DOORS AND FRAMESTO REMAIN- PRIME AND PAINT

EXISTING WINDOWS TO REMAINPRIME AND PAINT EXISTING2X WOOD FASCIA


0"STEM Floor-1'-8"

Gym Lobby Floor

EXISTING H.M. DOOR ANDFRAME- PRIME AND PAINT

EXISTING BRICK VENEERTO REMAIN

PROVIDE NEW PREFIN ALUM. 6" X 6"GUTTER AND DOWNSPOUTS


0"STEM Floor



EXISTING CANOPYTO REMAIN

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


1/8" = 1'-0"

A202

SCHOOLBUILDINGSEXTERIOR

ELEVATIONS

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A2021 MIDDLE SCHOOL SOUTH ELEVATION

1/8" = 1'-0"A2023 MIDDLE SCHOOL WEST ELEVATION

1/8" = 1'-0"A2024 MIDDLE SCHOOL EAST ELEVATION

1/8" = 1'-0"A2022 MIDDLE SCHOOL NORTH ELEVATION

1/8" = 1'-0"A2025 STEM BUILDING EAST ELEVATION

1/8" = 1'-0"A2026 STEM BUILDING NORTH ELEVATION

1/8" = 1'-0"A2027 STEM BUILDING WEST ELEVATION

1/8" = 1'-0"A2028 STEM BUILDING SOUTH ELEVATION

EXTERIOR FINISH GENERAL NOTES

1. BRICK AT COLUMN COVERS IS TO BE CHEROKEE BRICK DIXIE ROSE MODULAR.

2. REUSE OR PROVIDE NEW BRICK TO MATCH EXISTING AT HVAC UNIT INFILL.

3. ELASTOMERIC COATING AT WINDOW INFILL AND PAINT AT EXISTING CANOPY, HOLLOWMETAL DOORS AND FRAMES, EXPOSED STEEL FRAMING AND FASCIA TO MATCHSHERWIN-WILLIAMS SE 6349 PENNYWISE.

4. PAINT AT SOFFIT OF EXISTING CANOPY TO MATCH BENJAMIN MOORE OC-65 CHANTILLY LACE

A 24" X 24" ACOUSTIC CEILING TILE

B 1/2" GYPSUM BOARD; SCHEDULED PAINT

C EXISTING CEILING TO REMAIN

A1'-0"

CEILING HEIGHTABOVE FINISH FLOOR

CEILING TYPE

RECESSED LIGHT FIXTURE

WALL SCONCE

2X2 OR 2X4 FLUORESCENT LAY-IN LIGHT FIXTURE

PROJECTOR; REFER TO ELECTRICAL

EXIT SIGNS; BLACK QUADRANT REPRESENTS ILLUMINATEDFACE OF SIGN

P

MECHANICAL DIFFUSERS

MECHANICAL RETURN AIR GRILLE

3

A201A9'-0"

A9'-0"

A9'-0"

A9'-0"

A10'-0"

A9'-0"A10'-0"

A9'-0"

A10'-0"

A10'-0" A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

A9'-0"

C



PHASE IICONSTRUCTION

C C

GYP. BOARDBULKHEAD AT 9'-0"A.F.F. -TYP.

SLOPING GYP.BOARD BULKHEAD FROM9'-8" TO 7'-8" AFF -TYP.SEE 2/A301

2A301

2A301

Sim

GYP. BOARDBULKHEAD AT 9'-0"A.F.F. -TYP.

SLOPING GYP.BOARD BULKHEAD FROM9'-8" TO 7'-8" AFF -TYP.

8



5/8" GYPSUM BOARD WITHSCHEDULED FINISH ON3-5/8" METAL FRAMING AT16" O.C., TYP.

EXTEND GYPSUM BOARD 6"ABOVE CEILING- TYP.

SUSPENDED CEILING;REFER TO RCP, TYP.

REFER TO RCP'S

REFER TO RCP'S

1'-0

"

BULK

HEA

D A

.F.F

.9'

-0"

BULKHEAD TO UNDERSIDEOF STRUCTURE- PAINT PNT-1

ACUOUSTIC CEILING TILEWITH LAY-IN LIGHT FIXTURES

SLOPING BULKHEADBEYOND- PAINT TOMATCH ACCENTCOLOR AT ROOM

A3013

9'-8

"

7'-8

"

22'-5"3'-4"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A301

GYMNASIUMBUILDINGCEILING

PLAN

BEM

MS

1/29/16

14640GILEAD

CEILING GENERAL NOTES

CEILING LEGEND

CEILING TYPES

1. CONTRACTOR TO SCHEDULE CEILING CAVITY COORDINATION MEETING WITH ALLSUBCONTRACTORS AND ARCHITECT PRIOR TO INSTALLING ANY COMPONENTS.

2. CENTER LIGHT FIXTURES WITHIN CEILING TILES AND GYPSUM BOARD SOFFITS INBOTH DIRECTIONS UNLESS NOTED OTHERWISE.

3. NOT USED.

4. REFER TO ELECTRICAL FOR AUDIO/VISUAL ROUGH-IN TO BE INSTALLED BY G.C.

5. PROVIDE AND INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS ASNEEDED TO ACCESS ABOVE CEILING EQUIPMENT. G.C. TO REVIEW LOCATIONS WITHARCHITECT PRIOR TO INSTALLATION. ACCESS PANELS SHALL BE PROTECTED ASAPPROPRIATE FOR THE FIRE RESISTANCE RATING OF THE BARRIER.

6. EXTERIOR FIXTURES AND INSTALLATION SHALL BE WATERTIGHT.

7. PROVIDE ACCESS DOORS AT ALL LOCATIONS INDICATED OR REQUIRED FORACCESS TO EQUIPMENT, VALVES, JUNCTION BOXES, ETC.

8. PROVIDE CORNER BEADS, J BEADS AND OTHER GYPSUM BOARD ACCESSORIESAT ALL EXPOSED CORNERS, UNLESS NOTED OTHERWISE.

9. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES.

1/8" = 1'-0"A3011 GYMNASIUM REFLECTED CEILING PLAN

1 1/2" = 1'-0"A3013 BULKHEAD DETAIL

1/4" = 1'-0"A3012 SECTION @CEILING HEIGHT CHANGE

A8'-6"

C

C

C

A8'-6"

A8'-6" A8'-6" A8'-6" A8'-6"

A8'-6"A8'-6"

A8'-6"A8'-6"

A8'-6"

A8'-6"

A8'-6"

PRIME AND PAINT EXISTINGCORRUGATED METALCANOPY SOFFIT

NEW SURFACE MOUNTEDSECURITY LIGHTING

EXSITING SECURITYSCONCES TO REMAIN

EQ EQ6'-0"

GYP. BOARD BULKHEAD AT 8'-0" AFF

3A601

EQ6'

-0"

EQ

A8'-6"

A8'-6"

A8'-6"

A8'-6"

NOT IN SCOPEOF WORK

A1'-0"

CEILING HEIGHTABOVE FINISH FLOOR

CEILING TYPE

RECESSED LIGHT FIXTURE

WALL SCONCE

2X2 OR 2X4 FLUORESCENT LAY-IN LIGHT FIXTURE

PROJECTOR; REFER TO ELECTRICAL

EXIT SIGNS; BLACK QUADRANT REPRESENTS ILLUMINATEDFACE OF SIGN

P

MECHANICAL DIFFUSERS

MECHANICAL RETURN AIR GRILLE

A 24" X 24" ACOUSTIC CEILING TILE

B 1/2" GYPSUM BOARD; SCHEDULED PAINT

C EXISTING CEILING TO REMAIN



BEAM

CONNECTED ALUMINUMFABRICATIONS

3/8" ANCHOR ROD

EPXOY ANCHORING SYSTEM

EXTRUDED ALUMINUMROOF DECKING

FLASHING1/4" TAPCON

EXISTING CMU WALL WITHBRICK VENEER FINISH

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A302

SCHOOLBUILDINGS

CEILINGPLANS

BEM

MS

1/29/16

14640GILEAD

1/8" = 1'-0"A3022 MIDDLE SCHOOL REFLECTED CEILING PLAN

1/8" = 1'-0"A3021 STEM BUILDING REFLECTED CEILING PLAN

1. CENTER FIRE SPRINKLER HEADS ON CEILING TILE (TYP.). COORDINATE ENTIRE FIRESPRINKLER LAYOUT AND DRAIN PIPE LOCATION WITH ARCHITECT.

2. CONTRACTOR TO SCHEDULE CEILING CAVITY COORDINATION MEETING WITH ALLSUBCONTRACTORS AND ARCHITECT PRIOR TO INSTALLING ANY COMPONENTS.

3. CENTER LIGHT FIXTURES WITHIN CEILING TILES AND GYPSUM BOARD SOFFITS INBOTH DIRECTIONS, UNLESS NOTED OTHERWISE.

4. NOT USED.

5. REFER TO ELECTRICAL FOR AUDIO/VISUAL ROUGH-IN TO BE INSTALLED BY G.C.

6. PROVIDE AND INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS ASNEEDED TO ACCESS ABOVE CEILING EQUIPMENT. G.C. TO REVIEW LOCATIONS WITHARCHITECT PRIOR TO INSTALLATION. ACCESS PANELS SHALL BE PROTECTED ASAPPROPRIATE FOR THE FIRE RESISTANCE RATING OF THE BARRIER.

8. EXTERIOR FIXTURES AND INSTALLATION SHALL BE WATERTIGHT.

9. EMERGENCY LIGHT FIXTURES SHALL BE PROVIDED AS REQUIRED BY CODE.

10. PROVIDE ACCESS DOORS AT ALL LOCATIONS INDICATED OR REQUIRED FORACCESS TO EQUIPMENT, VALVES, JUNCTION BOXES, ETC.

11. PROVIDE CORNER BEADS, J BEADS AND OTHER GYPSUM BOARD ACCESSORIESAT ALL EXPOSED CORNERS, UNLESS NOTED OTHERWISE.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES.

CEILING GENERAL NOTES

CEILING LEGEND

CEILING TYPES

REFLECTED CEILING PLAN KEYNOTES

3" = 1'-0"A3023 CANOPY WALL CONNECTION DETAIL

1. ALL FINISHES AND MATERIALS SHALL BE AS INDICATED IN THE FINISH LEGEND. NO SUBSTITUTIONS WILL BE ACCEPTEDWITHOUT PRIOR APPROVAL BY THE ARCHITECT.

2. UNLESS OTHERWISE NOTED, ALL EXISTING GYPSUM BOARD AND CMU WALLS IN AFFECTED AREAS ARE TO REPAINTED. ALLPAINT COLOR THROUGHOUT IS TO BE PNT-1.

3. UNLESS OTHERWISE NOTED, ALL EXISTING AND NEW GYP. BD. CEILINGS AND BULKHEADS IN AFFECTED AREAS ARE TO BEPAINTED PNT-2, FLAT FINISH.

4. ALL H.M. FRAMES AND TRIM IN AFFECTED AREAS ARE TO BE PAINTED PNT-3, GLOSS FINISH U.N.O.

6. WHERE SEAMS IN FLOORING MATERIALS OCCUR AT DOORS, THEY SHALL BE PARALLEL WITH THE DOOR IN THECLOSED POSITION AND CENTERED ON THE THICKNESS OF THE DOOR UNLESS INDICATED OTHERWISE BY NOTE ON THEFINISH PLAN.

7. RESILIENT FLOORING SHALL BE VINYL COMPOSITION TILE 12" x 12" x 1/8" THICK. WHERE FLOORING MATERIALS OFDIFFERING THICKNESS (TILE TO VCT) INTERSECT, PROVIDE TILE TRANSITION ACCESSORIES AS REQUIRED.

8. ALL FINISHES ARE TO BE SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL. SUBMITTAL TO BE ASSPECIFIED IN THE PROJECT MANUAL, AND ARE NOT TO BE SMALLER THAN 12" X 12". PROVIDE A MINIMUM OF TWOSAMPLES PER FINISH IN SUBMITTAL.

9. ALL SURFACES WHICH ARE TO RECEIVE A FINISH APPLICATION SHALL BE COMPLETELY SMOOTH.

10. ALL VCT SHALL BE ADHERED DIRECTLY TO THE SUB-FLOOR WITH ADHESIVE COMPATIBLE TO THE VCTMANUFACTURER'S RECOMMENDED SPECIFICATIONS.

11. AT TRANSITIONS FROM VCT TO RUBBER FLOORING; PROVIDE VINYL TRANSITION ACCESSORIES AS REQUIRED.

12. FURNISH AND INSTALL CONTINUOUS ROLL RUBBER BASE. WRAP BASE AT CASED OPENINGS AND STUB WALLS.

13. ALL WINDOW SILLS TO BE SS-1.

14. PROVIDE SCHLUTER COVE TRANSITION TRIM WHERE WALL TILE OR TILE BASE MEET FLOOR TILE; DILEX-HKU, STAINLESSSTEEL.

FINISH NOTES

SYMBOL DESCRIPTION/TYPE STYLE/COLOR REMARKS

RB-1 EXPANCORUBBER FLOOR

PT-1 CERAMIC TECHNICSPORCELAIN TILE 6X24

FLOOR

STYLE: REZTEC 8MMCOLOR: JET RED

PNT 1

PNT 2

PNT 3

WALLS

COLOR: GENTLE CREAM OC-96

B 1

B 2

ALLSTATE4" CONT. RUBB. COVE BASE

BASE

CERAMIC TECHNICS3 X 12 BULLNOSE BASE

COLOR: D49

STYLE: STUDIO MARMI LIMESTONECOLOR: MOCHA BROWN HONED

COLOR: CHANTILLY LACE OC-65

COLOR: SW7018 DOVETAIL

PNT 4 COLOR: SILKEN BLUE CSP-670

FINISH LEGEND

CHANGE IN FLOORMATERIAL

CONTROL JOINT

CONCRETE SAW CUT

STYLE: STUDIO MARMI WOOD GRAINCOLOR: GRIGIO

RF-1 STYLE: XCRCOLOR: GRAVEL

EXPANCORESILIENT FLOORING

VCT-1 STYLE: PROGRESSIONSCOLOR: WHEAT 551123

FEILD PAINT

GYPSUM CEILING PAINT

HOLLOW METAL AND TRIM PAINT

ACCENT WALL PAINT

MANNINGTONVINYL COMPOSITION TILE

PT-1 TRINITY TILEPORCELAIN TILE 12X12

STYLE: ARGONITECOLOR: EARTH MATTE

B 3CERAMIC TECHNICS3 X 12 BULLNOSE BASE

STYLE: CTL METROPOLISCOLOR: MOCHA

CONTACT: NICOLE HIGGINS 770.740.0050 X224



CONTACT: ELIZABETH CHAMBLEY 770.856.5139

CONTACT:CHRISTINE LAKSO 404.803.8907

VCT-2 STYLE: PROGRESSIONSCOLOR: BRONZE 55246


VCT-3 STYLE: PROGRESSIONSCOLOR: BED ROCK 55519


BENJAMIN MOORE

COLOR: TRENCH COAT CSP-1020

ACCENT WALL PAINTPNT 5

B 4ALLSTATE4" CONT. RUBB. COVE BASE COLOR: A08


BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

CONTROL JOINT

CONCRETE SAW CUT

VCT-1

VCT-2

VCT-3

NOT IN SCOPE

KITCHENG106

GYMNASIUMG107

CORRIDORG110

MEN'SG111

HOME TEAMLOCKERROOMG112 HOME TEAM

ROOMG113

JANG114

SUPPLYG115

CLOSETG116

VISITINGTEAM ROOM

G117

CORRIDORG118

WOMEN'SG119

VISITOR'SLOCKERROOMG120

CORRIDORG121

YOGA ROOMG124

CLASSROOMG125

CLASSROOMG126

UTILITYG127

WEIGHTTRAINING

G123

EXISTING RAMP AEROBICEXERCISE

G122




G127

VCT-3

B 1PNT 1

RF-1

B 1PNT 1

RB-1

B 1PNT 1

RF-1

B 1PNT 1

PT-1

B 2PNT 1

VCT

B 1PNT 1

VCT-1

B 1PNT 1

PT-1

B 2PNT 1

PT-1

B 2PNT 1PT-1

B 2

PNT 1PT 1

6'-0

"6'

-0"

9'-0

"

1'-0

"

4'-0

"2'

-0"

3'-0

"4'

-0"

6'-0

"

2'-0

"

5'-0

"2'

-0"

5'-0

"6'

-0"

4'-0

"

2'-0

"

4'-0

"1'

-0"

12'-0

"

PNT 4 PNT 4

PNT 4

PNT 4

PNT 5

PNT 5

PNT 5

PNT 4

1'-0

"

4'-0

"

2'-0

"

3'-0

"

VCT-1

B 1PNT 1

VCT-3

B 1PNT 1

PROVIDE TRANSITIONTO ATHLETIC FLOORING



SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A401

GYMNASIUMBUILDING

FINISH PLAN

BEM

MS

1/29/16

14640GILEADLEGEND

1/8" = 1'-0"A4011 GYMNASIUM FINISH FLOOR PLAN

WH

1. ALL FINISHES AND MATERIALS SHALL BE AS INDICATED IN THE FINISH LEGEND. NO SUBSTITUTIONS WILL BE ACCEPTEDWITHOUT PRIOR APPROVAL BY THE ARCHITECT.

2. UNLESS OTHERWISE NOTED, ALL EXISTING GYPSUM BOARD AND CMU WALLS IN AFFECTED AREAS ARE TO REPAINTED. ALLPAINT COLOR THROUGHOUT IS TO BE PNT-1.

3. UNLESS OTHERWISE NOTED, ALL EXISTING AND NEW GYP. BD. CEILINGS AND BULKHEADS IN AFFECTED AREAS ARE TO BEPAINTED PNT-2, FLAT FINISH.

4. ALL H.M. FRAMES AND TRIM IN AFFECTED AREAS ARE TO BE PAINTED PNT-3, GLOSS FINISH U.N.O.

6. WHERE SEAMS IN FLOORING MATERIALS OCCUR AT DOORS, THEY SHALL BE PARALLEL WITH THE DOOR IN THECLOSED POSITION AND CENTERED ON THE THICKNESS OF THE DOOR UNLESS INDICATED OTHERWISE BY NOTE ON THEFINISH PLAN.

7. RESILIENT FLOORING SHALL BE VINYL COMPOSITION TILE 12" x 12" x 1/8" THICK. WHERE FLOORING MATERIALS OFDIFFERING THICKNESS (TILE TO VCT) INTERSECT, PROVIDE TILE TRANSITION ACCESSORIES AS REQUIRED.

8. ALL FINISHES ARE TO BE SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL. SUBMITTAL TO BE ASSPECIFIED IN THE PROJECT MANUAL, AND ARE NOT TO BE SMALLER THAN 12" X 12". PROVIDE A MINIMUM OF TWOSAMPLES PER FINISH IN SUBMITTAL.

9. ALL SURFACES WHICH ARE TO RECEIVE A FINISH APPLICATION SHALL BE COMPLETELY SMOOTH.

10. ALL VCT SHALL BE ADHERED DIRECTLY TO THE SUB-FLOOR WITH ADHESIVE COMPATIBLE TO THE VCTMANUFACTURER'S RECOMMENDED SPECIFICATIONS.

11. AT TRANSITIONS FROM VCT TO RUBBER FLOORING; PROVIDE VINYL TRANSITION ACCESSORIES AS REQUIRED.

12. FURNISH AND INSTALL CONTINUOUS ROLL RUBBER BASE. WRAP BASE AT CASED OPENINGS AND STUB WALLS.

13. ALL WINDOW SILLS TO BE SS-1.

14. PROVIDE SCHLUTER COVE TRANSITION TRIM WHERE WALL TILE OR TILE BASE MEET FLOOR TILE; DILEX-HKU, STAINLESSSTEEL.

FINISH NOTES

SYMBOL DESCRIPTION/TYPE STYLE/COLOR REMARKS

RB-1 EXPANCORUBBER FLOOR

PT-1 CERAMIC TECHNICSPORCELAIN TILE 6X24

FLOOR

STYLE: REZTEC 8MMCOLOR: JET RED

PNT 1

PNT 2

PNT 3

WALLS

COLOR: GENTLE CREAM OC-96

B 1

B 2

ALLSTATE4" CONT. RUBB. COVE BASE

BASE

CERAMIC TECHNICS3 X 12 BULLNOSE BASE

COLOR: D49

STYLE: STUDIO MARMI LIMESTONECOLOR: MOCHA BROWN HONED

COLOR: CHANTILLY LACE OC-65

COLOR: SW7018 DOVETAIL

PNT 4 COLOR: SILKEN BLUE CSP-670

FINISH LEGEND

CHANGE IN FLOORMATERIAL

CONTROL JOINT

CONCRETE SAW CUT

STYLE: STUDIO MARMI WOOD GRAINCOLOR: GRIGIO

RF-1 STYLE: XCRCOLOR: GRAVEL

EXPANCORESILIENT FLOORING

VCT-1 STYLE: PROGRESSIONSCOLOR: WHEAT 551123

FEILD PAINT

GYPSUM CEILING PAINT

HOLLOW METAL AND TRIM PAINT

ACCENT WALL PAINT


PT-1 TRINITY TILEPORCELAIN TILE 12X12

STYLE: ARGONITECOLOR: EARTH MATTE

B 3CERAMIC TECHNICS3 X 12 BULLNOSE BASE

STYLE: CTL METROPOLISCOLOR: MOCHA




CONTACT: ELIZABETH CHAMBLEY 770.856.5139


VCT-2 STYLE: PROGRESSIONSCOLOR: BRONZE 55246


VCT-3 STYLE: PROGRESSIONSCOLOR: BED ROCK 55519


BENJAMIN MOORE

COLOR: TRENCH COAT CSP-1020

ACCENT WALL PAINTPNT 5

B 4ALLSTATE4" CONT. RUBB. COVE BASE COLOR: A08


BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

BENJAMIN MOORE

CONTROL JOINT

CONCRETE SAW CUT

VCT-1

VCT-2

VCT-3

NOT IN SCOPE

CLASSROOMM101

ELECM102

UTILITYM103

JANM104

CORRIDORM105

WORKROOMM106

RESOURCEROOMM107

CLASSROOMM108

CORRIDORM109

CLASSROOMM110

CLASSROOMM111

BOYSM112

GIRLSM113

CLASSROOMM116

COVEREDDROP-OFF TO REMAIN-

REPAINT

H/CRESTROOM

M114

CLOSETM115

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

PNT 1B 1

VCT-3

PNT 1B 3

PT-2 PNT 1B 1

VCT-2

VCT-2VCT-1VCT-1

VCT-1

VCT-1

VCT-3

VCT-1

VCT-1

PNT 4PNT 4

PNT 5 PNT 5PNT 4

PNT 5 PNT 5

5'-0" 4'-0" 6'-0" 4'-0" 4'-0" 7'-0"1'-0"

5'-0" 2'-0" 4'-0" 3'-0" 2'-0"5'-0"1'-0"2'-0"

13'-0"1'-0"

15'-0" 1'-0" 5'-0"1'-0"

7'-0" 5'-0"

CLASSROOMS101

CLOSETS102

SCIENCELABS103

CLASSROOMS104

MENSS105

WOMENSS106ELECT

S107

VCT-1

B 1PNT 1

VCT-2

B 1PNT 1

VCT-1

B 1PNT 1

VCT-1B 1PNT 1

PNT 4

PNT 5

PNT 4

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A402

SCHOOLBUILDINGS

FINISHPLANS

Checker

MS

1/29/16

14640GILEAD

LEGEND

1/8" = 1'-0"A4021 MIDDLE SCHOOL FINISH FLOOR PLAN

1/8" = 1'-0"A4022 STEM BUILDING FINISH FLOOR PLAN

NO. DESCRIPTION REMARKS

JUMBO ROLL PAPER TOWELDISPENSER

TOILET PAPER DISPENSER

SURFACE-MOUNTED SOAPDISPENSER

GRAB BAR 36" BLOCKING AS REQUIRED; ALLH.C. TOILETS

GRAB BAR 42"

COAT HOOK

B

C

D

E

F

MANUFACTURER MODEL NO. FINISH

BOBRICK B-72860

SATIN STAINLESS STEEL

GOJO NXT 1000 DOVE GREY

BOBRICK B-6806-36 SATIN STAINLESS STEEL

BOBRICK B-6806-42 SATIN STAINLESS STEEL

MFR. STANDARD

BLOCKING AS REQUIRED; ALLH.C. TOILETS

G

H

ACCESSORIES LEGEND

BOBRICK B-212 SATIN STAINLESS STEEL

BOBRICK B-2892

MIRROR CHANNEL FRAMED

INSIDE FACE OF DOOR

MOUNT AT 42" AFF TO BOTTOMA

BOBRICK B-1652436 MOUNT AT 40" AFF TOBOTTOM

PLATE GLASS MIRROR 36" HIGH X FULL WIDTH OF VANITYPOLISHED EDGES

33" -

36"

T.O

. RIM

AD

A 17

"T.

O. R

IM 1

5"

1'-0" MIN. 3'-6"

4'-6" MIN.

1'-0" MAX 3'-0"

33" -

36"

17" M

AX

44" M

AX

48" M

AX

40" M

AX

27" M

IN.

34" M

AX 48" M

AX 4'-6

"

1'-6"

31" M

IN.

WATER CLOSETTOILET PAPER DISPENSER

GRAB BAR

ADA URINAL INSULATE HOT WATERAND WASTE LINES

MIRROR

SOAPDISPENSER

LAVATORY

PAPER TOWELDISPENSER

COAT HOOK

NOTE: REFER TORESTROOM ELEVATIONSFOR OTHER INFORMATION

2'-0

"

URINAL

A501 7

5

6

B.1

B.1

G112A

G112B

C

D

E

NEW 12"X18"X72" METAL LOCKERS

6'-0" 1'-4"

7'-4

"

NEW DOOR ANDFRAME IN NEWOPENING

F

CLOSE AND LOCKEXISTING DOOR

B

A

B.1



G120A

A5019

B

CLOSE AND LOCKEXISTING DOOR

NEW 12"X18"X72" METAL LOCKERS

7'-6

"

1'-4" 6'-0"

8

H

C

D

E B

A

VISITOR'SLOCKERROOMG120 B.1

B.1

A501 11

10

9'-5

"

D

EB

5'-0

"C

LEAR

FA

A501

A501

12

135'-1

" 5'-1

"

B.1

C

H

A

A

EXISTING FIXTURES ANDTOILET PARTITIONS TOREMAIN U.N.O.- TYP.

EXISTING FIXTURES ANDTOILET PARTITIONS TOREMAIN U.N.O.- TYP.

C

G

C

G

H/CRESTROOM

M114

CLOSETM115

GIRLSM113

BOYSM112




B

D

EC

H

E

D

ABC

F

AH

CD

B

H

C

D

B

A

E B

DAEB

A

G

C

14A501

AC

G

14A501

6 13/16"

1'-11 1/4"

4"1

1/2" 3"

2'-5

1/2

"

2'-1"

2'-1

0"

BACKSPLASH WITHCONTINUOUS SEALANT

PLASTIC LAMINATE OVER3/4" SUBSTRATE ATSCHEDULED COUNTERTOP1x4 BLOCKING

ANGLE SUPPORT BELOWCOUNTERTOP

1x4 BLOCKINGUNDERMOUNT ADA SINK

INSULATED DRAIN PIPE

3/4" PLYWOOD WITHSCHEDULED LAMINATEFINISH ON ALL EXPOSEDSURFACES

SCHEDULED FLOOR FINISH

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A501

ENLARGEDPLANS ANDINTERIOR

ELEVATIONS

BEM

MS

1/29/16

14640GILEAD

1/2" = 1'-0"A5014 TYP. MOUNTING HEIGHTS

ACCESSORIES ABOVE ARE THE BASIS OF DESIGN - ADDITIONAL PRODUCTS LISTED IN SPECIFICATIONS

1. PROVIDE WATERPROOF MEMBRANE BEHIND FLOOR AND WALLTILE AT RESTROOM LOCATIONS

2. SEAL ALL PENETRATIONS AT WALL PENETRATIONS IN LINE WITHWATERPROOFING MEMBRANE.

3. FLOOR DRAIN LOCATIONS SHOULD BE SET AT LOWEST POINTELEVATION IN ROOM

ENLARGED FLOOR PLAN NOTES

1/4" = 1'-0"A5011 HOME TEAM LOCKER RM

1/4" = 1'-0"A5012 VISITOR'S LOCKER RM

1/4" = 1'-0"A5013 MIDDLE SCHOOL RESTROOMS

ENLARGED FLOOR PLAN LEGEND

1/4" = 1'-0"A5019 INT ELEV AT G120

1/4" = 1'-0"A5015 INT ELEV AT G112

1/4" = 1'-0"A5016 INT ELEV AT G112

1/4" = 1'-0"A5017 INT ELEV AT G112

1/4" = 1'-0"A50111 INT ELEV AT M114

1/4" = 1'-0"A50110 INT ELEV AT M114

1/4" = 1'-0"A5018 INT ELEV AT G120

1/4" = 1'-0"A50112 INT ELEV AT M113

1/4" = 1'-0"A50113 INT ELEV AT M112

1 1/2" = 1'-0"A50114 MILLWORK SECTION

EXISTING BRICK VENEEROVER CONC. BLOCK-VERIFY THICKNESS ANDCAVITY DEPTH

EXISTING LINTEL-PRIME AND PAINT

SEALANT WITHBACKER ROD

INSUL. GLASS INALUM. FRAMING SYSTEM

SILL FLASHING WITHSEALANT AND BACKERROD- SEE DETAIL

ELASTOMERIC COATING ONSTUCCO OVER SHEATHINGON P.T.2X WOOD FURRING1-1/2" RIGID INSUL

CONC. SILL BLOCK-MATCH THICKNESS OFEXISTING BLOCK

CONT. CAULK JOINTAT PERIMETER

4"

1"

1"

2 5/8"

ELASTOMERIC COATING ONSTUCCO OVER SHEATHINGON P.T. 2X WOOD FURRING

1-1/2" RIGID INSUL

EXISTING BRICKSILL TO REMAIN

SEALANT WITHBACKER ROD

CONC. SILL BLOCK-MATCH THICKNESS OFEXISTING BLOCK

NEW FLORRING OVEREXISTING CONC. SLAB

EXISTING BRICK VENEEROVER CONCRETE BLOCK

AND FOUNDATION

ELASTOMERIC COATING ONCEMENTITIOUS STUCCO OVER

SHEATHING ON 2X WOOD FURRING

INSUL. GLASS IN ALUM.FRAMING SYSTEM AT

NEW WINDOW

EXISTING 2X WOOD FASCIA-PRIME AND PAINT

EXISTING BRICK VENEEROVER CONC. BLOCK

EXISTING ROOFING AND RIGID INSUL.OVER TECTUM DECKING ON STEEL

FRAMING TO REMAIN

NEW ACOUSTICAL TILECEILING SYSTEM IN

SUSPENDED GRID

NEW FLOORING OVEREXISTING FLOOR SLAB

A6014

A6015


1-1/2" RIGID INSUL

EXISTING BRICK SILL TO REMAIN

SEALANT WITH BACKER ROD

INSUL. GLASS IN ALUM.FRAMING SYSTEM

CAULK JOINT

CONC. BLOCK AT SILL BELOW


1-1/2" RIGID INSUL

EXISTING BRICK SILL TO REMAIN

SEALANT WITH BACKER ROD

CONC. BLOCK INFILL-MATCH THICKNESS OFEXISTING BLOCK

8'-0

"6"

1"EXISTING METAL CANOPY-PRIME AND PAINT

CAST STONE CAP-SLOPE TO EXISTING COLUMN-PROVIDE SEALANT WITH BACKERROD AT COLUMN PENETRATION

EXISTING STEEL FRAMING-PRIME AND PAINT EXPOSEDPORTION OF COLUMNS

BRICK VENEER OVERGYP. SHEATHING ONMETAL STUD FRAMINGWITH VENEER REINF.

PATCH AND REPAIREXISTING ASPHALT PAVING

THRU-WALL FLASHING WITHCELL TYPE WEEPS

NEW REINF. CONC.FOOTINGS- DOWEL INTOEXISTING FOOTING AT PIER

EXISTING METAL SOFFITAT CANOPY- PRIME AND PAINT

EXISTING ROOFING, DECKINGAND STRUCTURE ATCANOPY TO REMAIN

TOP OF STRUCTURAL SLAB

CONC. BLOCK-SEE SCHEDULE FORTHICKNESS AND FIRERATING

REINF. CONC. BLOCK BONDBEAM- FILL WITH GROUT

EXISTING DECK ABOVE

FILL CELLS WITH GROUT-DOWEL INTO FLOOR SLAB


CONC. BLOCK-SEE SCHEDULE FORTHICKNESS AND FIRERATING

REINF. CONC. BLOCK BONDBEAM- FILL WITH GROUT

DOWEL INTO FLOOR SLAB

CEILING SYSTEM


5/8" GYP. BOARD OVER2X4 EXISTING WOODFRAMING- MODIFY EXISTINGFRAMING AS REQUIRED

CEILING SYSTEM

EXISTING DECK ABOVE

BASE

PLAN

HEAD

BASE

PLAN

HEAD

BASE

PLAN

HEAD

A.1 8" CONCRETE BLOCK WALL (ONE HOUR RATED)EXTEND TO DECK ABOVEUL DESIGN NO. 905OVERALL DIMENSION 7-5/8"

B.1 4" CONCRETE BLOCK PARTITION (NON-RATED)EXTEND TO 6" ABOVE CEILINGOVERALL DIMENSION 3-5/8"

C.1 PARTITION (NON-RATED)5/8" GYP. BOARD ON BOTH SIDES OFEXISTING 2X4 WOOD FRAMING(MODIFY AS REQUIRED)EXTEND TO 6" ABOVE CEILINGOVERALL DIMENSION 4-3/4"

EXISTING 2X WOOD FASCIA-PRIME AND PAINT

EXISTING BRICK VENEEROVER CONC. BLOCK ATJAMB BEYOND

EXISTING ROOFING AND RIGID INSUL.OVER TECTUM DECKING ON STEELFRAMING TO REMAIN

NEW ACOUSTICAL TILECEILING SYSTEM INSUSPENDED GRID

NEW FLOORING OVEREXISTING FLOOR SLAB

INSTALL NEW DBL. H.M. DOORSIN EXISTING H.M FRAME-PRIME AND PAINT

NEW METAL THRESHOLD-SET IN MASTIC

4' X 8' PREFABRICATEDMETAL CANOPY WITHINTEGRAL GUTTER ANDTIE RODS

EXISTING SIDEWALKTO REMAIN

A3023

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A601

WALLSECTIONS,

DETAILSAND

PARTITIONTYPES

BEM

MS

1/29/16

14640GILEAD

1 1/2" = 1'-0"A6014 DETAIL AT WINDOW

1 1/2" = 1'-0"A6015 DETAIL AT INFILL SILL

3/4" = 1'-0"A6012 WALL SECTION AT WINDOW INFILL

1 1/2" = 1'-0"A6016 PLAN DETAIL AT WINDOW

1 1/2" = 1'-0"A6017 PLAN DETAIL AT STUCCO INFILL

3/4" = 1'-0"A6011 DETAIL AT COLUMN COVER

3/4" = 1'-0"A6013 WALL SECTION AT CANOPY

A SOLID CORE WOOD DOOR (STAIN)B HOLLOW METAL DOOR (PAINT)

SCH

EDU

LED

SCHEDULED

A SOLID CORE WOOD DOOR (STAIN)

SCHEDULED

6" 6"

?1 ?2

A SOLID CORE WOOD DOOR (STAIN)B HOLLOW METAL DOOR (PAINT)

EQ. EQ.

?4

SCHEDULED

SCH

EDU

LED

6"3'

-0"

SCH

EDU

LED

SCH

EDU

LED

EQ. EQ.

?5

A PREFINISHED ALUMINUMENTRANCE DOORS

SCHEDULED

?A

6" 6"

SCHEDULED

?3

6"10

"5'

-8"

SCH

EDU

LED

?E

A PREFINISHED ALUMINUMB HOLLOW METAL (PAINT)

6" 6" 6" 6"6"10

"5'

-8"

?E?E

2" SCHEDULED 2"

2"SC

HED

ULE

D

2" SCHEDULED 2"

2"SC

HED

ULE

D

A HOLLOW METAL (PAINT)B ALUMINUM (PREFINISHED)

?1 ?2


FINISH FLOOR

2'-0

"6'

-0"


2'-0"

?1

FINISH FLOOR

2'-8

"5'

-4"


2'-8"

?2

FINISH FLOOR

3'-0

"5'

-0"


3'-0"

?2

?D

?D?E

FINISHFLOOR


1'-2"

?4

?C

6'-1

0"

EXISTINGALUMINUMFRAME

H.M. DOOR INH.M. FRAME

METAL THRESHOLDSET IN SEALANT

1/2" EXPANSIONMATERIAL

CONCRETESIDEWALK

CONC. SLAB OVERVAPOR RETARDERON 4" GRAVEL BASE

1/4"

VARIES

1" M

IN

2"

9/16"VARIES

9/16"

SCHEDULED PARTITION

HOLLOW METAL DOOR FRAME

SCHEDULED DOOR

5/8"

METAL STUD HEADER

CONT. CAULK AROUNDPERIMETER; BOTH SIDES

NOTE:REFER TO DRAWINGS ANDSPECIFICATIONS FOR DOORAND FRAME HARDWARE

VAR

IES

1" MIN

MIN.4" 2"

9/16

"VA

RIE

S9/

16"

SCHEDULED PARTITION


SCHEDULED DOOR

5/8"

DOUBLE STUD AT JAMB

CONT. CAULK AROUNDPERIMETER; BOTH SIDES JAMB ANCHOR;

MIN. 3 PER JAMB


INTERSECTING WALLLINE WHERE OCCURS

5 3/4"

2"


SCHEDULED DOOR

5/8"

CONC. LINTEL BLOCK



5 3/

4"

MIN.4" 2"

HOLLOW METALDOOR FRAME

SCHEDULED DOOR

5/8"

CONC. BLOCKPARTITION


JAMB ANCHOR;MIN. 3 PER JAMB


INTERSECTING WALLLINE WHERE OCCURS

SCHEDULED DOORAND FRAME

TRANSITION STRIP ASREQUIRED- CENTERUNDER DOOR

CONC. FLOOR SLAB

SCHEDULED FLOORFINISH

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:





1700

CO

MM

ERC

E D

RIV

E, N

WAT

LAN

TA, G

EOR

GIA

303

18T:

404

605

069

0F:

404

605

089

0w

ww

.siz

emor

egro

up.c

om©

201

1 SI

ZEM

OR

E G

RO

UP

GIL

EAD

-BLO

OM

FIEL

D C

OM

PLEX

REN

OVA

TIO

N19

31 R

OC

KY C

REE

K R

OAD

MAC

ON

, GEO

RG

IA 3

1206

MAC

ON-

BIBB

CO

.C

ON

STR

UC

TIO

N D

OC

UM

ENTS

No.

DES

CR

IPTI

ON

DAT

E


As indicated

A701

DOORSCHEDULE

ANDDETAILS

BEM

MS

1/29/16

14640GILEAD

DOOR FRAMEFIRE

RATING

HARDWARE

DOOR COMMENTSDOOR # LOCATION TYPE WIDTH HEIGHTTHICKNE

SS MATERIAL FINISH TYPEMATERI

AL FINISH HEAD JAMB SILL SET TYPE PANIC

G112A GYMNASIUM LOCKER ROOM 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 1G112B GYMNASIUM LOCKER ROOM 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 2G120A GYMNASIUM LOCKER ROOM 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 1G120B GYMNASIUM LOCKER ROOM 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 2G121A GYMNASIUM CORRIDOR 4B 6'-0" 6'-8" 1-3/4" METAL PAINT 2A METAL PAINT 3/A701 4/A701 5/A701 3 YG121B GYMNASIUM CORRIDOR 5A 6'-0" 6'-8" 1-3/4" STOREFRONT ALUM EXISTING ALUM ALUM 3/A701 4/A701 5/A701 4 Y NEW DOORS IN EXISTING FRAMEG122A GYMNASIUM AEROBIC

EXCERCISE2A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 20 MIN 5 Y

G122B GYMNASIUM AEROBICEXCERCISE

2A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 20 MIN 5 Y

G122C GYMNASIUM AEROBICEXCERCISE

1B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 6 Y NEW DOOR IN EXISTING FRAME

G123A GYMNASIUM WEIGHT TRAINING 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 20 MIN 5 YG123B GYMNASIUM WEIGHT TRAINING 1B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 6 Y NEW DOOR IN EXISTING FRAMEG124A GYMNASIUM YOGA 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEG124B GYMNASIUM YOGA 1B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 8G125A GYMNASIUM CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEG125B GYMNASIUM CLASSROOM 1B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 8 NEW DOOR IN EXISTING FRAMEG126A GYMNASIUM CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEG126B GYMNASIUM CLASSROOM 1B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 8 NEW DOOR IN EXISTING FRAMEM101 MIDDLE SCHOOL CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEM103 MIDDLE SCHOOL UTILITY 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 9 NEW DOOR IN EXISTING FRAMEM104 MIDDLE SCHOOL JANITOR CL. 1A 2'-8" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 10 NEW DOOR IN EXISTING FRAMEM105 MIDDLE SCHOOL CORRIDOR 1B 3'-0" 6'-8" 1-3/4" METAL PAINT 1A METAL PAINT 3/A701 4/A701 5/A701 11 YM106 MIDDLE SCHOOL WORKROOM 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7M107A MIDDLE SCHOOL RESOURCE

ROOM2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAME

M107B MIDDLE SCHOOL RESOURCEROOM

3'-0" 6'-8" 1-3/4" 1A METAL PAINT 1/A701 2/A701 6/A701 12 NEW CASED OPENING

M108 MIDDLE SCHOOL CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEM109A MIDDLE SCHOOL MAIN ENTRY 3A 3'-0" 6'-8" 1-3/4" STOREFRONT ALUM EXISTING ALUM ALUM --- --- --- 13 Y NEW DOOR IN EXISTING FRAMEM109B MIDDLE SCHOOL CORRIDOR 4B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 3 Y NEW DOORS IN EXISTING FRAMEM109C MIDDLE SCHOOL CORRIDOR 4B 3'-0" 6'-8" 1-3/4" METAL PAINT EXISTING METAL PAINT 3/A701 4/A701 5/A701 3 Y NEW DOORS IN EXISTING FRAMEM110 MIDDLE SCHOOL CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEM111 MIDDLE SCHOOL CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMEM112 MIDDLE SCHOOL BOYS

RESTROOM1A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 1 NEW DOOR IN EXISTING FRAME

M113 MIDDLE SCHOOL GIRLSRESTROOM

1A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 1 NEW DOOR IN EXISTING FRAME

M114 MIDDLE SCHOOL H/CRESTROOM

1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 20 MIN 14

M115 MIDDLE SCHOOL CLOSET 1A 3'-0" 6'-8" 1-3/4" WOOD STAIN 1A METAL PAINT 3/A701 4/A701 6/A701 15M116 MIDDLE SCHOOL CLASSROOM 2A 3'-0" 6'-8" 1-3/4" WOOD STAIN EXISTING METAL PAINT 3/A701 4/A701 6/A701 20 MIN 7 NEW DOOR IN EXISTING FRAMES101 STEM CLASSROOM 1B 3'-0" 6'-8" 1-3/4" METAL PAINT 1A METAL PAINT 3/A701 4/A701 5/A701 16 NEW DOOR AND FRAME IN EXISTING

OPGS103A STEM SCIENCE LAB 1B 3'-0" 6'-8" 1-3/4" METAL PAINT 1A METAL PAINT 3/A701 4/A701 5/A701 16 NEW DOOR AND FRAME IN EXISTING

OPGS104 STEM CLASSROOM 1B 3'-0" 6'-8" 1-3/4" METAL PAINT 1A METAL PAINT 3/A701 4/A701 5/A701 16 NEW DOOR AND FRAME IN EXISTING

OPG

1/4" CLEAR TEMPERED

GLAZING SCHEDULE

?A

1/4" CLEAR FLOAT?B

1" INSULATED (LOW E) / TEMPERED, TINTED?C

1" INSULATED (LOW E), TINTED?D

1" INSULATED (LOW E ) , TINTED WITHINTERIOR OPAQUE FILM

?E

DOOR TYPES

DOOR FRAME TYPES

WINDOW TYPES

3" = 1'-0"A7015 EXTERIOR DOOR THRESHOLD

3" = 1'-0"A7011 HM DOOR HEAD

3" = 1'-0"A7012 HM DOOR JAMB

3" = 1'-0"A7013 CMU DOOR HEAD

3" = 1'-0"A7014 CMU DOOR JAMB

3" = 1'-0"A7016 INTERIOR DOOR THRESHOLD

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN

PERMISSION OF THE ARCHITECT.

WITHOUT THE EXPRESS WRITTEN

MECHANICALLY, FOR ANY PURPOSE,

FORM, ELECTRONICALLY OR

REPRODUCED OR TRANSMITTED IN ANY

PART OF THIS DOCUMENT SHALL BE

PROPERTY OF THE ARCHITECT. NO

SERVICE AND SHALL REMAIN THE

THIS DRAWING IS AN INSTRUMENT OF

' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

TO REMAIN

EXISTING KITCHEN

TO REMAIN

EXISTING GYMNASIUM

CONSTRUCTION

PHASE II

ROOM

MEETING

G1

ROOM

MULTI-PURPOSE

G2

KITCHEN

G4

GYMNASIUM

G5

SUPPLY

G6

SUPPLY

G7

MENS

G8

ROOM

LOCKER

G109

CORRIDOR

G10

JAN

G12

ROOM

HOME TEAM

G11

ROOM

SUPPLY

G13

CLOSET

G14

TEAM ROOM

VISITOR’S

G16

CORRIDOR

G15

WOMEN’S

G17

ROOM

LOCKER

G18

CORRIDOR

G19

CLASSROOM

G22

CLASSROOM

G23

CLASSROOM

G24

CLASSROOM

G25

CLASSROOM

G26

UTILITY

G27

PANTRY

G3

CLASSROOM

G21

CLASSROOM

G20

1SCALE:

1= 1’-0

88 0 4 8 16

NED101

LINE LEGEND

EXISTING TO REMAIN

DEMOLITION

GENERAL NOTES:(THIS SHEET ONLY)

COORDINATE DEMOLITION WORK WITH NEW WORK.

CONDITIONS AT THE SITE MAY VARY.

NEITHER THE OWNER NOR THE ARCHITECT WARRANT THESE TO BE "AS-BUILT" DOCUMENTS AND ACTUAL

DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE BEEN PREPARED USING "AS-DESIGN" DOCUMENTS.

DEMOLITION/NEW WORK.

WAY RELIEVES THE CONTRACTOR FROM PROVIDING ANY AND ALL WORK REQUIRED TO COMPLETE THE

THE WORK INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION/NEW WORK AND IN NO

OR NEAR AREA REQUIRING WORK.

PROTECT FROM DAMAGE/MAINTAIN EXISTING ITEMS, COMPONENTS, BUILDING SYSTEMS, ETC. ADJACENT TO

CONTRACTOR TO LIMIT THE AMOUNT OF NOISE, DUST, AND POLLUTION.

DETRIMENTAL TO THE INSTALLATION OF NEW WORK.

NEW WORK: REMOVE PAINT, DUST, MASTIC, MORTAR, SEALANT, FASTENERS, BRACKETS, ETC. WHICH WILL BE

AFTER DEMOLITION SHALL BE MADE CLEAN, FREE OF DEBRIS, AND SUITABLE FOR THE INSTALLATION OF

WHERE EXISTING MATERIALS ARE INDICATED TO BE REMOVED, SURFACES AND EDGES OF MATERIALS REMAINING

FINISHES, COLOR, TEXTURE, QUALITY, ETC.)

SUCH SURFACES SHALL BE REPAIRED TO MATCH EXISTING (IN MATERIAL, SIZE, ALIGNMENT, JOINT WORK,

WHERE SURFACES ARE DAMAGED BY DEMOLITION (INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING WORK),

A

B

C

D

E

F

G

H

SURROUNDINGS.

BOXES. WHERE CONDUIT IN SLAB IS ABANDONED CUT FLUSH TO FLOOR AND FINISH TO MATCH EXISTING

TERMINATION. THERE SHALL BE NO UNTERMINATED CONDUCTORS. PROVIDE BLANK COVER FOR ANY ABANDONED

REMOVE ALL CONDUCTORS FROM CIRCUITS THAT WILL NO LONGER BE IN USE TO THE POINT OF LAST

DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT.I

NOTES:(THIS SHEET ONLY)

1

2

3

4

CONDUCTORS BACK TO SERVING BREAKER.

HVAC UNIT TO BE REMOVED. REMOVE ASSOCIATED DISCONNECT AND SUPPORTING CONDUIT/

OF THE CONDUIT RACEWAY MAY BE REUSED SEE E201 FOR NEW WORK.

AND CONDUCTORS & SUPPORTS SERVING THIS SPACE. EXISTING SWITCH BOXES AND PORTIONS

REMOVE ALL OF THE LIGHTING FIXTURES, SWITCHES AND THE ASSOCIATED CONDUIT RACEWAY

1

1

2

23

3

3

3

3

3

4

FACP

5

EXISTING FIRE ALARM SYSTEM PANEL TO BE REUSED FOR NEW WORK.

FROM THIS SPACE. SEE E401 FOR NEW WORK.

REMOVE EXISTING FIRE ALARM NOTIFICATION AND ACTIVATION CIRCUITS, DEVICES, AND RACEWAY

5

5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

PROVIDED TO REPLACE BROKEN/DAMAGED RECEPTACLES WITH NEW. SEE E301 FOR NEW WORK.

THIS SPACE SHALL BE MAINTAINED IN WORKING CONDITION. AN ALLOWANCE WILL BE

EXISTING RECEPTACLES AND ASSOCIATED CONDUIT RACEWAY AND CONDUCTORS SERVING

GYMNASIUM - DEMOLITION - ELECTRICAL

ELECTRICAL;

DEMOLITION -

GYMNASIUM -

ITERATIVE PROCESS DURING CONSTRUCTION.

CIRCUITS AS SPARE CIRCUITS, ANY ADDED CIRCUITS, AND EXISTING TO REMAIN CIRCUITS. THIS WILL BE A

REMAIN DEVICES. PROVIDE A PANEL CIRCUIT DIRECTORY THAT WILL BE UPDATED TO SHOW ANY DEMOLISHED

CONTRACTOR SHALL SCHEDULE TIME TO TRACE CIRCUITS FROM THE SERVING PANEL TO ANY EXISTING TO J

6

6

6

REMOVE EXIT SIGN. SEE E201 FOR NEW WORK.

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

CLASSROOM

8

CLASSROOM

9

ELECT

10

UTILITY

11

JAN

12

OFFICE

13

OFFICE

14

WORKROOM

15

CLASSROOM

16

CLASSROOM

17

CORRIDOR

18

CLASSROOM

19

CLASSROOM

20

CLASSROOM

21

BOYS

22

GIRLS

23

GIRLS

24

BOYS

25

CLASSROOM

26

WH

CLASSROOM

1

CLOSET

2

LAB

SCIENCE

3

CLASSROOM

4

ELECT

5

WOMENS

6

MENS

7

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

ED102

LINE LEGEND

EXISTING TO REMAIN

DEMOLITION

STEM BUILDING - DEMOLITION - ELECTRICAL MIDDLE SCHOOL - DEMOLITION - ELECTRICAL


COORDINATE DEMOLITION WORK WITH NEW WORK.

CONDITIONS AT THE SITE MAY VARY.

NEITHER THE OWNER NOR THE ARCHITECT WARRANT THESE TO BE "AS-BUILT" DOCUMENTS AND ACTUAL

DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE BEEN PREPARED USING "AS-DESIGN" DOCUMENTS.

DEMOLITION/NEW WORK.

WAY RELIEVES THE CONTRACTOR FROM PROVIDING ANY AND ALL WORK REQUIRED TO COMPLETE THE

THE WORK INDICATED IS INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION/NEW WORK AND IN NO

OR NEAR AREA REQUIRING WORK.

PROTECT FROM DAMAGE/MAINTAIN EXISTING ITEMS, COMPONENTS, BUILDING SYSTEMS, ETC. ADJACENT TO

CONTRACTOR TO LIMIT THE AMOUNT OF NOISE, DUST, AND POLLUTION.

DETRIMENTAL TO THE INSTALLATION OF NEW WORK.

NEW WORK: REMOVE PAINT, DUST, MASTIC, MORTAR, SEALANT, FASTENERS, BRACKETS, ETC. WHICH WILL BE

AFTER DEMOLITION SHALL BE MADE CLEAN, FREE OF DEBRIS, AND SUITABLE FOR THE INSTALLATION OF

WHERE EXISTING MATERIALS ARE INDICATED TO BE REMOVED, SURFACES AND EDGES OF MATERIALS REMAINING

FINISHES, COLOR, TEXTURE, QUALITY, ETC.)

SUCH SURFACES SHALL BE REPAIRED TO MATCH EXISTING (IN MATERIAL, SIZE, ALIGNMENT, JOINT WORK,

WHERE SURFACES ARE DAMAGED BY DEMOLITION (INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING WORK),

A

B

C

D

E

F

G

H

SURROUNDINGS.

BOXES. WHERE CONDUIT IN SLAB IS ABANDONED CUT FLUSH TO FLOOR AND FINISH TO MATCH EXISTING

TERMINATION. THERE SHALL BE NO UNTERMINATED CONDUCTORS. PROVIDE BLANK COVER FOR ANY ABANDONED

REMOVE ALL CONDUCTORS FROM CIRCUITS THAT WILL NO LONGER BE IN USE TO THE POINT OF LAST

DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT.I


1

2

3

4

CONDUCTORS BACK TO SERVING BREAKER.

HVAC UNIT TO BE REMOVED. REMOVE ASSOCIATED DISCONNECT AND SUPPORTING CONDUIT/

OF THE CONDUIT RACEWAY MAY BE REUSED SEE E202 FOR NEW WORK.

AND CONDUCTORS & SUPPORTS SERVING THIS SPACE. EXISTING SWITCH BOXES AND PORTIONS

REMOVE ALL OF THE LIGHTING FIXTURES, SWITCHES AND THE ASSOCIATED CONDUIT RACEWAY

5

FROM THIS SPACE. SEE E402 FOR NEW WORK.

REMOVE EXISTING FIRE ALARM NOTIFICATION AND ACTIVATION CIRCUITS, DEVICES, AND RACEWAY

PROVIDED TO REPLACE BROKEN/DAMAGED RECEPTACLES WITH NEW. SEE E302 FOR NEW WORK.

THIS SPACE SHALL BE MAINTAINED IN WORKING CONDITION. AN ALLOWANCE WILL BE

EXISTING RECEPTACLES AND ASSOCIATED CONDUIT RACEWAY AND CONDUCTORS SERVING

J

6

ON BREAKERS MATCHING THE TRIP RATING OF THE EXISTING BREAKERS.

THIS PANEL SHALL BE PULLED INTO THE NEW 200A PANEL INDICATED ON E302 AND TERMINATED

DISTRIBUTION PANEL. SEE E501 AND E701 FOR DETAILS. EXISTING RECEPTACLE CIRCUITS FED INTO

THE EXISTING ELECTRICAL PANEL WILL BE REPLACED IN THE SAME LOCATION WITH A NEW 6

6

WITHIN THE PANEL SCHEDULES ON SHEET E701.

BREAKERS FOR ALL EXISTING TO REMAIN CIRCUITS AS WELL AS THE NEW CIRCUITS AND BREAKERS INDICATED

REQUIRED BREAKER CONFIGURATION OF THE NEW ELECTRICAL PANELS. THE NEW PANELS SHALL INCLUDE

ITERATIVE PROCESS DURING CONSTRUCTION. THIS SCHEDULE WILL BE UTILIZED TO DETERMINE THE

CIRCUITS AS SPARE CIRCUITS, ANY ADDED CIRCUITS, AND EXISTING TO REMAIN CIRCUITS. THIS WILL BE A

REMAIN DEVICES. PROVIDE A PANEL CIRCUIT DIRECTORY THAT WILL BE UPDATED TO SHOW ANY DEMOLISHED

CONTRACTOR SHALL SCHEDULE TIME TO TRACE CIRCUITS FROM THE SERVING PANEL TO ANY EXISTING TO

1 2 5

1 2 5

1 2 5 1 2 5

1 2 5

1 2 5

1 2 5

1 2 5

1 2 5 1 2 5

1 2 5

1 2 51 2 5 1 2 5

1 2 5

1

2

5

1

2

5

EXISTING FIRE ALARM SYSTEM PANEL TO BE DEMOLISHED IN ITS ENTIRETY.

4

FA

CP

4

FACP

ELECTRICAL

DEMOLITION -

BUILDINGS -

SCHOOL

7

7

7 1 2 5 7 1 2 5 7

1 2 5 7

1 2 5 7

1 2 5 7

ENTIRETY.

CONDUIT RACEWAY & CONDUCTORS, AND THE EXISTING INTERCOM SYSTEM IN IT’S

REMOVE ALL OF THE EXISTING CEILING MOUNTED SPEAKERS, THE ASSOCIATED

7 7

7

7

77

7 1 2 5 7

1 2 5 7

7 7

777

1 2 5 71 2

5 7

7

7

7

8 REMOVE EXISTING BELL AND HORNS AND THE INTERSECTION OF THE TWO CORRIDORS.

8

9

9 REMOVE EXIT SIGN. SEE E202 FOR NEW WORK.

93

3

3

3

3 3 3 3 33

3 3 3 3 3

3 3 3 3 3 3 3 3

3

3

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

E001

U

SP

DP

PE

EWC

WP

H

CT

F

T

M

JJ J

TV

GG

G

G

##/##/#

#

#

#/#

B

I

UI

I

K

L

D

I

P

3

2

4

FLUORESCENT ON "NORMAL" POWER

CEILING MOUNTED FIXTURE

WALL MOUNTED FIXTURE

(WITH INTEGRAL BATTERY PACK)

EXIT LIGHT (ARROWS AS SHOWN)

(UNSWITCHED NIGHT LIGHT FIXTURE)

(LIFE SAFETY EGRESS FIXTURE)

LIGHTING FIXTURES

ELECTRICAL LEGEND

LIGHTING CONTROL

RELAY PANEL

CEILING MOUNTED ULTRASONIC OCCUPANCY

SENSOR AND RELAY

CEILING/WALL MOUNTED INFRARED OCCUPANCY

SENSOR AND RELAY

CEILING MOUNTED COMBINATION INFRARED/

ULTRASONIC OCCUPANCY SENSOR AND RELAY

SWITCHING PHOTOCELL (INTERIOR TYPE) F.C. NOTED

DIMMING PHOTOCELL (INTERIOR TYPE)

EXTERIOR TYPE PHOTO ELECTRIC SWITCHLOW VOLTAGE SWITCH

INFRARED OCCUPANCY SENSOR

WALL MOUNTED SWITCH

"P" INDICATES PILOT LIGHT

KEYED SWITCH

DIMMER SWITCH

FOUR WAY SWITCH

THREE WAY SWITCH

TWO POLE SWITCH

SINGLE POLE SWITCH

RECEPTACLES

DUPLEX - NORMAL

QUADRAPLEX - NORMAL

GFI DUPLEX - NORMAL

GFI QUADRAPLEX - NORMAL

CEILING OUTLET DUPLEX - NORMAL CEILING SPECIAL - TYPE NOTED OR SHOWN

SPECIAL - TYPE NOTED OR SHOWN

HORIZONTALLY MOUNTED

WEATHER PROOF OUTLET

ELECTRIC WATER COOLER OUTLET

CIRCUITS

ONE CROSSMARK PER WIRE

(3 WIRE UNLESS SHOWN)

RACEWAY CONCEALED IN CEILING OR WALL

RACEWAY IN GROUND, SLAB, OR UNDER FLOOR

HOMERUN- ONE ARROW PER CIRCUIT

CONNECTION TO EQUIPMENT

CAP

CONDUIT DOWN

FLEXIBLE RACEWAY

RACEWAY EXPOSED

CONDUIT UP

GENERAL EQUIPMENT

PANELBOARD-250 VAC OR LESS

SURFACE MOUNTED

PANELBOARD-250 VAC OR LESS

RECESSED

PANELBOARD-OVER 250 VAC

SURFACE MOUNTED

PANELBOARD-OVER 250 VAC

RECESSED

TRANSFORMER

DISCONNECT SWITCH: "F" IF FUSED

FRAME AMPS/POLES/NEMA TYPE

FUSE PER MANUFACTURERS RECOMMENDATIONS

ENCLOSED BREAKER-RECESSED IN WALL

ENCLOSED CIRCUIT BREAKER

EMERGENCY PUSHBUTTON

CABLE TRAY

COMBINATION STARTER AND DISCONNECT

EXHAUST FAN

MANUAL STARTER AND MOTOR RATED SWITCH

MOTOR

JUNCTION BOX - WALL/CEILING/FLOOR

SURGE SUPPRESSOR

BACKBOARD

FIRE PROTECTION EQUIPMENT

COMMUNICATIONS

VOICE OUTLET, QUANTITY OF JACKS AS NOTED

DATA OUTLET, QUANTITY OF JACKS AS NOTED

COMBINATION VOICE/DATA OUTLET, QUANTITY OF

VOICE/DATA JACKS AS NOTED

BOX, STUB-UP, AND MODULAR PLATE W/ BLANKS

TELEVISION OUTLET

SLAB OR BELOW GRADE

GROUNDING CONDUCTOR- UNDER

GROUND CONNECTION (SCHEMATIC)

CONCEALED IN ROOF OR WALLS

GROUNDING CONDUCTOR-

GROUNDING CONDUCTOR- EXPOSED

GROUNDING PLATE

F

FACP

FAA

BT

C

C

WF

VS

DH

BRSMOKE DETECTOR/SENSOR - BEAM RECEIVER

SMOKE DETECTOR/SENSOR - BEAM TRANSMITTER

SPEAKER/VISUAL ALARM: CEILING/WALL

VISUAL ALARM: CEILING/WALL

AUDIO/VISUAL ALARM: CEILING/WALL

MANUAL PULL STATION

FIRE ALARM ANNUNCIATOR

FIRE ALARM PANELDUCT MOUNTED SMOKE DETECTOR

SMOKE DETECTOR: CEILING / WALL

HEAT DETECTOR: CEILING / WALL

WATER FLOW SWITCH

WATER TAMPER SWITCH

DOOR HOLDER

FIREMAN’S PHONE OUTLET

A/V BACKBOX

J

J

x.x.x

x.x.x

3.5" DEPTH IF ONLY TWO NUMBERS ARE SHOWN

JUNCTION BOX: WIDTH.HEIGHT.DEPTH: FLOOR/WALL

MOUNT AT RECEPTACLE HEIGHT UNLESS NOTED

PROVIDE PULLSTRINGS IN ALL UNUSED OR SPARE CONDUIT.

SEAL ALL CONDUIT PENETRATIONS WITH ACOUSTICAL SEALANT. MAINTAIN FIRE RATINGS.

PROVIDE BUSHINGS ON ALL CONDUIT ENDS.

ALL BACKBOXES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED.

COORDINATE FLOORBOX FACEPLATE COLORS WITH THE ARCHITECT PRIOR TO PURCHASE.

NOTES

OTHERWISE

" EMT UNLESS OTHERWISE NOTED.3/4ALL CONDUIT SHALL BE

ALL BACKBOXES ARE AT TYPICAL RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED.

OTHERWISE.

CONDUIT FROM BOXES IS TO BE ROUTED ABOVE THE ACCESSIBLE CEILING ONLY, UNLESS NOTED SPECIFICALLY

LIGHTING FIXTURE SCHEDULE

MARK LAMPS FIXTURE TYPE-SEE SPECIFICATIONS MOUNTING REMARKSVOLT.

WHERE BACKBOXES ARE SHOWN AT COUNTERTOP OR CASEWORK, BOXES SHALL BE MOUNTED BELOW

THE COUNTERTOP @ 18" AFF UNLESS NOTED OTHERWISE.

GROUNDING

GROUND ROD

ELECTRICAL

SCHEDULE -

LEGEND &

ABC

X-1

E

D

B

A

ABCDEFGHIJKLMNOPQRSTUVWXYZ ABC

CER SERIES BY COMPASS

VA4 SERIES BY BEGHELLI

LPX7 SERIES BY Sure Lites

RED LETTERS

LITHONIA LQM SERIES

THERMOPLASTIC EXIT

NS40 2 2 26TRT UN BY HUBBELL

SMSQ12-226T-120 BY WILLIAMS

FS-P-226-UNV-EBT2 BY Fail-Safe

LITHONIA VRR-2/26TRT-120-HEB-EC

SQUARE CANOPY FIXTURE

CS 4 232 E U / CS WG4 LPT835 BY COLUMBIA

77-4-2-32-WG-7714-EB2 BY WILLIAMS

SNF-232-UNV-EB81 with WG/SNF-4FT BY Metalux

LITHONIA L232-2-48-32-120-277

WITH WIREGUARD

1X4 FLUORESCENT INDUSTRIAL STRIP

ST8 24 2 32 G FS A12125 E U BY COLUMBIA

50G-S24-232-S-A12125-EB2-120 BY WILLIAMS

2GC-232A125-UNV-EB81 BY Metalux

LITHONIA 2SP-2-32-A12125

2X4 LENSED FLUORESCENT TROFFER

HETG-S24-232-A-EB2-120 BY WILLIAMS

EPC 24 228 G SH EP95 F5835 BY COLUMBIA

2AC-228T5-UNV-EBT1 BY Metalux

LITHONIA 2RT5-28T5-MVOLT-GEB95-LPM835P

2X4 LENSED FLUORESCENT TROFFER

ABCDEFGHI

WALL

CANOPY

UNDER

SURFACE

A.F.F.

@ 8’-0"

OR CHAIN

SURFACE

GRID

RECESSED

GRID

RECESSED

ABCDEFGHIJK

CONFIGURABLE

FIELD

BATTERY

EM

WITH

A12 LENS

.125" THICK

ABCDEFGHI

LED

FLUOR

TRT

2-26W

3500K

FLUOR

2-32W

3500K

FLUOR

2-32W

3500K

FLUOR

T5

2-28W

ABCD

BY:

EQUALS

120

BY:

EQUALS

120V

BY:

EQUALS

120V

BY:

EQUALS

120V

BY:

EQUALS

120V

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

KITCHEN

G106

GYMNASIUM

G107

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

CORRIDOR

G121

YOGA ROOM

G124

CLASSROOM

G125

CLASSROOM

G126

UTILITY

G127

TRAINING

WEIGHT

G123

EXISTING RAMPEXERCISE

AEROBIC

G122

WORK AT THIS AREA

NO SCOPE OF

IN THIS AREA

NO SCOPE OF WORK

DECK TO REMAIN

EXISTING CONC.

CONSTRUCTION

PHASE II

FACP

GL1

1SCALE:

1= 1’-0

88 0 4 8 16

NE201GYMNASIUM - NEW WORK - LIGHTING

LIGHTING

NEW WORK -

GYMNASIUM -

LINE LEGEND

EXISTING TO REMAIN

NEW WORK

A A A A

AA A A

A A A

A A A

A

A

A

A

B B

A A

AA

A A

A A

AA

A A

A A

AA

A A

A A

AA

A A

B

II

X-1

X-1X-1

33

33

3 3

33

X-1

33

33

3 3

33

II

II

I I

X-1

X-1

X-1

X-1

K

K

U

U

SENSING.

UNSWITCHED LEG OF CIRCUIT SERVING LIGHTS IN THE AREA FOR POWER LOSS

EMERGENCY FIXTURES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY AND

INPUT FROM ANY OF THE SENSORS SHALL ACTIVATE THE CIRCUIT.

SENSORS ARE SHOWN IN ONE ROOM, SENSORS SHALL BE TIED TOGETHER,

PLACED AND SELECTED PER MANUFACTURER’S SHOP DRAWINGS. WHERE MULTIPLE

OCCUPANCY SENSOR ARE SHOWN AS AN INTENT GUIDE ONLY, SENSORS SHALL

DEDICATED NEUTRALS FOR ALL BRANCH CIRCUITS.

CONSOLIDATION OF HOMERUNS IS ACCEPTABLE UP TO THREE CIRCUITS. PROVIDE

A

B

C

D


POWER.

HOT FOR SENSING POWER LOSS. LIGHT SHALL REMAIN ILLUMINATED UPON LOSS OF

PROVIDE AN EMERGENCY BATTERY BALLAST FOR THIS FIXTURE. PROVIDE AN UNSWITCHED

ACTIVATE ALL OF THE LIGHTS.

OCCUPANCY SENSORS SHALL WORK IN PARALLEL SUCH THAT INPUT FROM EITHER WILL

1

2

3

4


1

1

REMAINING LIGHTS.

ROW OF LIGHTS OFF DURING PROJECTOR USE AND SEPARATELY SWITCH THE

THE GOAL OF THE LIGHTING DESIGN IN THE CLASSROOMS IS TO SWITCH THE FRONT

LOSS OF POWER, FIXTURE SHALL ILLUMINATE REGARDLESS OF SWITCH POSITION.

BALLAST FOR THIS FIXTURE. PROVIDE AN UNSWITCHED HOT FOR SENSING POWER LOSS. UPON

LIGHT FIXTURE SHALL SWITCH WITH ROOM LIGHTS. PROVIDE AN EMERGENCY BATTERY

IN THE "ON" POSITION, THE SENSOR CONTROLS THE LIGHTS.

CLASSROOM. PROVIDE SWITCHING AT THE DOOR IN ORDER TO FORCE THE LIGHTS "OFF".

PROVIDE COMBINATION ULTRASOUND/INFRARED SENSOR TO CONTROL THE LIGHTS IN THE

2

2

1

2

2

2

2

22

X-1

B B

B B

UI

UI UI

UI UI

UI UI

UI

UI

UIUI

33

33

3

33

33

3

3

4

4

4

4

4

4

U

4

BB

B

2

BB

BB

UI

UI

UI

2

12

GL1-11

12

GL1-13

GL1-15

D

D

2

44

4

GL1-17

GL1-19

A

A

A

A

A

A

A

A

A

A

A

A

B

UI

2 B

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

CLASSROOM

M101

ELEC

M102

UTILITY

M103

JAN

M104

CORRIDOR

M105

WORKROOM

M106

ROOM

RESOURCE

M107CLASSROOM

M108

CORRIDOR

M109

CLASSROOM

M110

CLASSROOM

M111

BOYS

M112

GIRLS

M113

CLASSROOM

M116

RESTROOM

H/C

M114

CLOSET

M115

DROP-OFF TO REMAIN

COVERED

CLASSROOM

S101

CLOSET

S102

LAB

SCIENCE

S103

CLASSROOM

S104

MENS

S105

WOMENS

S106ELECT

S107

WH

SL1

SMDP

CMDP

CL1

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

NSTEM BUILDING - NEW WORK - LIGHTING MIDDLE SCHOOL - NEW WORK - LIGHTING

LIGHTING

NEW WORK -

BUILDINGS -

SCHOOL

E202

LINE LEGEND

EXISTING TO REMAIN

NEW WORK

A A A

AAA

A A A A

A AA A A

A A A

A A A

A A A

A A A

A A A

B B

A A A A

A A AB

A A AB

A A A A A A A A A A

A A

A A A

A A A

AA

A

A

A

A

A

A

A A

AA

A A

A A A

A A A

AA

A

A

E E

E E

UI

UI

SENSING.

UNSWITCHED LEG OF CIRCUIT SERVING LIGHTS IN THE AREA FOR POWER LOSS

EMERGENCY FIXTURES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY AND

INPUT FROM ANY OF THE SENSORS SHALL ACTIVATE THE CIRCUIT.

SENSORS ARE SHOWN IN ONE ROOM, SENSORS SHALL BE TIED TOGETHER,

PLACED AND SELECTED PER MANUFACTURER’S SHOP DRAWINGS. WHERE MULTIPLE

OCCUPANCY SENSOR ARE SHOWN AS AN INTENT GUIDE ONLY, SENSORS SHALL

DEDICATED NEUTRALS FOR ALL BRANCH CIRCUITS.

CONSOLIDATION OF HOMERUNS IS ACCEPTABLE UP TO THREE CIRCUITS. PROVIDE

A

B

C

D


POWER.

HOT FOR SENSING POWER LOSS. LIGHT SHALL REMAIN ILLUMINATED UPON LOSS OF

PROVIDE AN EMERGENCY BATTERY BALLAST FOR THIS FIXTURE. PROVIDE AN UNSWITCHED

ACTIVATE ALL OF THE LIGHTS.

OCCUPANCY SENSORS SHALL WORK IN PARALLEL SUCH THAT INPUT FROM EITHER WILL

1

2

3

4


REMAINING LIGHTS.

ROW OF LIGHTS OFF DURING PROJECTOR USE AND SEPARATELY SWITCH THE

THE GOAL OF THE LIGHTING DESIGN IN THE CLASSROOMS IS TO SWITCH THE FRONT

LOSS OF POWER, FIXTURE SHALL ILLUMINATE REGARDLESS OF SWITCH POSITION.

BALLAST FOR THIS FIXTURE. PROVIDE AN UNSWITCHED HOT FOR SENSING POWER LOSS. UPON

LIGHT FIXTURE SHALL SWITCH WITH ROOM LIGHTS. PROVIDE AN EMERGENCY BATTERY

IN THE "ON" POSITION, THE SENSOR CONTROLS THE LIGHTS.

CLASSROOM. PROVIDE SWITCHING AT THE DOOR IN ORDER TO FORCE THE LIGHTS "OFF".

PROVIDE COMBINATION ULTRASOUND/INFRARED SENSOR TO CONTROL THE LIGHTS IN THE

2

2

3

3

UI2

2

UI

UI

2

2

2

UI

UI

X-1

X-1

UI

UI 2

2

U

X-1

K

X-2 X-1

K

K

U

X-1

BB

B B

BB

K

U

U

UI

UI

U

U

X-1

X-1

D D

D D

D D

I

I

2

1 1

1

1 1

UI

UI UI

UIK

K

2

2

2

2UI

UI

PE

2

UI

UI

UI

UI

3

3

3

3

3

3

3

3

33

3

3

33

3

3

SL1-1

SL1-3

CL1-1

CL1-3

CL1-5

CL1-7

CL1-9

11

1

2

CL1-11

PHOTOCELL ON/OFFCL1-13

LC

LC

PE

D

A

B B2

A

A

A

UI UI

2 2

A

5

CONDITION.

CONDUIT AND CONDUCTORS BACK TO SERVING PANEL AND RETURN FIXTURE TO OPERABLE

PREVIOUSLY BEEN CUT AND FIXTURE CURRENTLY IS NOT OPERABLE. REPLACE DEFECTIVE

EXISTING FIXTURE TO BE REUSED. SUPPORTING CONDUIT AND CONDUCTORS HAVE

5

6 EXISTING FIXTURE TO REMAIN.

6

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

KITCHEN

G106

GYMNASIUM

G107

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

CORRIDOR

G121

YOGA ROOM

G124

CLASSROOM

G125

CLASSROOM

G126

UTILITY

G127

TRAINING

WEIGHT

G123


AEROBIC

G122

WORK AT THIS AREA

NO SCOPE OF

IN THIS AREA

NO SCOPE OF WORK

DECK TO REMAIN

EXISTING CONC.

CONSTRUCTION

PHASE II

1SCALE:

1= 1’-0

88 0 4 8 16

NE301

LINE LEGEND

EXISTING TO REMAIN

NEW WORK

GYMNASIUM - NEW WORK - POWER/TELECOM

TO BE GFI STYLE. PROVIDE LABELS ON THE RECEPTACLE COVER TO INDICATE THIS PROTECTION.

WHERE OUTLETS ARE SHOWN SERVED FROM GFI BREAKERS, THE INDIVIDUAL OUTLETS ARE NOT REQUIRED

DIMENSION OUTLETS FROM THE ELECTRICAL SHEETS.

LOCATE ALL DATA AND RECEPTACLE OUTLETS PER ARCHITECTURAL CASEWORK ELEVATIONS. DO NOT

RESTROOMS, AND IN EXTERIOR LOCATIONS SHALL BE GFCI TYPE.

ALL RECEPTACLES LOCATED WITHIN SIX FEET OF A WATER SOURCE AND ALL RECEPTACLES IN KITCHENS,

AV EQUIPMENT.

COORDINATE WITH AV FOR CONDUITS, BACKBOXES, FLOORBOXES AND POWER/DATA NEEDS FOR ALL

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL INFRASTRUCTURE FOR AV EQUIPMENT.


A

B

C

D

E

CHANNEL RACEWAY TO ABOVE THE CEILING.

-WHERE POWER AND DATA ARE SHOWN ADJACENT, USE THE WIRE MOLD 2000 SERIES WITH DUAL

T0 ABOVE THE CEILING.

-WHERE RECEPTACLES ALONE ARE SHOWN ON EXISTING WALLS, USE THE WIRE MOLD V700 SERIES

WALLS, PROVIDE WIRE MOLD PRODUCTS AS FOLLOWS:

WHERE POSSIBLE, NEW DEVICES SHALL BE FLUSH MOUNTED. WHERE NEW DEVICES ARE SHOWN ON EXISTING F

CIRCUIT. PROVIDE A RED LABEL WITH WHITE LETTERS ADJACENT TO READ "FIRE ALARM PANEL".

CIRCUIT FOR FIRE ALARM PANEL. PROVIDE A RED LOCKING DEVICE OVER THE BREAKER SERVING THIS 1


GL1

EXISTING TO REMAIN GMSB

FACP

FIRE ALARM SYSTEM

EXISTING TO REMAIN

SERVICE DISCONNECTGYMNASIUM MAIN

2

WITH ARCHITECT PRIOR TO ROUGHING.

RECEPTACLE FOR TV MONITOR. COORDINATE EXACT LOCATION AND HEIGHT ABOVE LAY-IN CEILING

1

3

5

2

79

1

BE SHARED.

IS ACCEPTABLE UP TO THREE CIRCUITS. PROVIDE DEDICATED NEUTRALS, EQUIPMENT GROUND MAY

PANEL GL1. THE NUMBER ADJACENT INDICATES THE CIRCUIT NUMBER. CONSOLIDATION OF HOMERUNS

WITH NEW 20A RATED DUPLEX. NEW RECEPTACLES SHOWN ON THIS SHEET ARE SERVED FROM

TO BE REUSED. PROVIDE AN ALLOWANCE TO REPLACE UP TO 10 DAMAGED RECEPTACLES/COVERS

EXISTING RECEPTACLES AND THEIR SUPPORTING ENCLOSURES AND CONDUCTORS BACK TO PANEL

1

3

22

2

2

2

2

2

2

2

2

2

2

2

POWER/TELECOM

NEW WORK -

GYMNASIUM -

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

CLASSROOM

M101

ELEC

M102

UTILITY

M103

JAN

M104

CORRIDOR

M105

WORKROOM

M106

ROOM

RESOURCE

M107CLASSROOM

M108

CORRIDOR

M109

CLASSROOM

M110

CLASSROOM

M111

BOYS

M112

GIRLS

M113

CLASSROOM

M116

RESTROOM

H/C

M114

CLOSET

M115

DROP-OFF TO REMAIN

COVERED

CLASSROOM

S101

CLOSET

S102

LAB

SCIENCE

S103

CLASSROOM

S104

MENS

S105

WOMENS

S106ELECT

S107

WH

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

E302

LINE LEGEND

EXISTING TO REMAIN

NEW WORK

TO BE GFI STYLE. PROVIDE LABELS ON THE RECEPTACLE COVER TO INDICATE THIS PROTECTION.

WHERE OUTLETS ARE SHOWN SERVED FROM GFI BREAKERS, THE INDIVIDUAL OUTLETS ARE NOT REQUIRED

DIMENSION OUTLETS FROM THE ELECTRICAL SHEETS.

LOCATE ALL DATA AND RECEPTACLE OUTLETS PER ARCHITECTURAL CASEWORK ELEVATIONS. DO NOT

RESTROOMS, AND IN EXTERIOR LOCATIONS SHALL BE GFCI TYPE.

ALL RECEPTACLES LOCATED WITHIN SIX FEET OF A WATER SOURCE AND ALL RECEPTACLES IN KITCHENS,

AV EQUIPMENT.

COORDINATE WITH AV FOR CONDUITS, BACKBOXES, FLOORBOXES AND POWER/DATA NEEDS FOR ALL

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL INFRASTRUCTURE FOR AV EQUIPMENT.


A

B

C

D

E

CHANNEL RACEWAY TO ABOVE THE CEILING.

-WHERE POWER AND DATA ARE SHOWN ADJACENT, USE THE WIRE MOLD 2000 SERIES WITH DUAL

T0 ABOVE THE CEILING.

-WHERE RECEPTACLES ALONE ARE SHOWN ON EXISTING WALLS, USE THE WIRE MOLD V700 SERIES

WALLS, PROVIDE WIRE MOLD PRODUCTS AS FOLLOWS:

WHERE POSSIBLE, NEW DEVICES SHALL BE FLUSH MOUNTED. WHERE NEW DEVICES ARE SHOWN ON EXISTING F

SL1

SMDP

CMDP

CL1

LINE ARE SERVED BY PANEL SL1

ALL RECEPTACLES WITHIN THIS

LINE ARE SERVED BY PANEL CL1

ALL RECEPTACLES WITHIN THIS

BE SHARED.

IS ACCEPTABLE UP TO THREE CIRCUITS. PROVIDE DEDICATED NEUTRALS, EQUIPMENT GROUND MAY

INDICATED. THE NUMBER ADJACENT INDICATES THE CIRCUIT NUMBER. CONSOLIDATION OF HOMERUNS

20A RATED DUPLEX. NEW RECEPTACLES SHOWN ON THIS SHEET ARE SERVED FROM THE PANEL

TO BE REUSED. PROVIDE AN ALLOWANCE TO REPLACE UP TO 10 DAMAGED RECEPTACLES WITH NEW

EXISTING RECEPTACLES AND THEIR SUPPORTING ENCLOSURES AND CONDUCTORS BACK TO PANEL

1


FA

CP

1

FA

CP

1

SL1-2

CL1-2

ALARM PANEL, "

CIRCUIT. PROVIDE A RED LABEL WITH WHITE LETTERS ADJACENT BREAKER SERVING IT TO READ "FIRE

CIRCUIT FOR FIRE ALARM PANEL. PROVIDE A RED LOCKING DEVICE OVER THE BREAKER SERVING THIS

STEM BUILDING - NEW WORK - POWER/TELECOM MIDDLE SCHOOL - NEW WORK - POWER/TELECOM

POWER/TELECOM

NEW WORK -

BUILDINGS -

SCHOOL

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

KITCHEN

G106

GYMNASIUM

G107

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

CORRIDOR

G121

YOGA ROOM

G124

CLASSROOM

G125

CLASSROOM

G126

UTILITY

G127

TRAINING

WEIGHT

G123


AEROBIC

G122

WORK AT THIS AREA

NO SCOPE OF

IN THIS AREA

NO SCOPE OF WORK

DECK TO REMAIN

EXISTING CONC.

CONSTRUCTION

PHASE II

EWH-1

AC-1

AC-2

AC-3

AC-4

AC-5

AC-6

AC-7

EWH-2

EF-2EF-2

EWH-3

EWH- 4

EWH-6

EWH-5

GL1

1SCALE:

1= 1’-0

88 0 4 8 16

NE401

LINE LEGEND

EXISTING TO REMAIN

NEW WORK

GYMNASIUM - NEW WORK - HVAC POWER/SYSTEMS

SYSTEMS

POWER/

HVAC

NEW WORK -

GYMNASIUM -

EXISTING TO REMAIN GMSB

SERVICE DISCONNECTGYMNASIUM MAIN

FACP

F

60A/3P/NEMA 3R

GL1-2

FGL1-8

60A/3P/NEMA 3R

FGL1-14

60A/3P/NEMA 3R

FGL1-20

60A/3P/NEMA 3R

FGL1-26

60A/3P/NEMA 3R

FGL1-32

60A/3P/NEMA 3R

FGL1-38

60A/3P/NEMA 3R

F

F


A

ALIGN FIRE ALARM DEVICES WITH POWER OUTLETS BELOW.

WHICH EVER IS LOWER. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED 45" AFF. WHERE POSSIBLE

FIRE ALARM STROBE SIGNALS SHALL BE MOUNTED 80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING,

FIRE ALARM CONDUIT AND BOXES SHALL BE PAINTED RED COLOR.

FIRE ALARM DEVICES SHALL BE WHITE COLOR.

B

C

F

F

F

F

GL1-31

GL1-37

FIRE ALARM SYSTEM

EXISTING TO REMAIN


1

SYSTEM. NEW DEVICES SHALL BE BY SAME MANUFACTURER AS EXISTING SYSTEM.

ROUTE ALL NEW FIRE ALARM DEVICES BACK TO THE EXISTING TO REMAIN FIRE ALARM

1

GL1-55

GL1-61M

GL1-46

GL1-49

GL1-43

M

GL1-44

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

CLASSROOM

M101

ELEC

M102

UTILITY

M103

JAN

M104

CORRIDOR

M105

WORKROOM

M106

ROOM

RESOURCE

M107CLASSROOM

M108

CORRIDOR

M109

CLASSROOM

M110

CLASSROOM

M111

BOYS

M112

GIRLS

M113

CLASSROOM

M116

RESTROOM

H/C

M114

CLOSET

M115

DROP-OFF TO REMAIN

COVERED

CLASSROOM

S101

CLOSET

S102

LAB

SCIENCE

S103

CLASSROOM

S104

MENS

S105

WOMENS

S106ELECT

S107

WH

AC-8

AC-9

AC-10

AC-1 1

EWH-7

AC-13 AC-14 AC-15

AC-12

EF-3

EWH-8

EWH-9

PTAC-1 PTAC-2 PTAC-3

EWH-10

EWH-11

SL1

SMDP

CMDP

CL1

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

E402

LINE LEGEND

EXISTING TO REMAIN

NEW WORK


STEM BUILDING - NEW WORK - HVAC POWER/SYSTEMS MIDDLE SCHOOL - NEW WORK - HVAC POWER/SYSTEMS

SYSTEMS

POWER/

HVAC

NEW WORK -

BUILDINGS -

SCHOOL

FSMDP-2

60A/3P/NEMA 3R

F

60A/3P/NEMA 3R

CMDP-2

F

60A/3P/NEMA 3R

FSMDP-8

60A/3P/NEMA 3R

F60A/3P/NEMA 3R

F

60A/3P/NEMA 3R

F

60A/3P/NEMA 3R

F

60A/3P/NEMA 3R

SMDP-14

CMDP-8

CMDP-14 CMDP-20 CMDP-26

CMDP-25

NEMA 6-20R

CMDP-33

NEMA 6-20R

CMDP-29

CMDP-32

CMDP-38

CMDP-37

F

F

F

F

FA

CP

FA

CP

TO THE FIRE ALARM PANEL.

COORDINATE ALL TAMPER/FLOW SWITCHES WITH THE SPRINKLER INSTALLER. BOTH REQUIRE A CONNECTION

A

ALIGN FIRE ALARM DEVICES WITH POWER OUTLETS BELOW.

WHICH EVER IS LOWER. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED 45" AFF. WHERE POSSIBLE

FIRE ALARM STROBE SIGNALS SHALL BE MOUNTED 80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING,

FIRE ALARM CONDUIT AND BOXES SHALL BE PAINTED RED COLOR.

FIRE ALARM DEVICES SHALL BE WHITE COLOR.

B

C

D

M

CMDP-19CMDP-13

CL1-4

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

E501

ELECTRICAL

DIAGRAMS-

RISER

1

GMSB

GYMNASIUM - RISER DIAGRAM - ELECTRICAL

EXISTING TO REMAIN

800A/3P/NEMA 3R

SERVICE DISCONNECT

GYMNASIUM MAIN

TO REMAIN

EXISTING

208V/3P

800A

3

CMDP

NOT TO SCALE

NOT TO SCALE

CMDP

400A

CL1

200A

AND TRANSFORMER BANK

EXISTING TO REMAIN POLE

FOR DAMAGE

SERVICE ENTRANCE CABLE

WEATHERHEAD AND AERIAL

INSPECT EXISTING TO REMAIN

2

SMDP

STEM BUILDING - RISER DIAGRAM - ELECTRICAL

NOT TO SCALE

SMDP

400A

SL1

200A



FOR DAMAGE

SERVICE ENTRANCE CABLE

WEATHERHEAD AND AERIAL

INSPECT EXISTING TO REMAIN

CLASSROOM BUILDING - RISER DIAGRAM - ELECTRICAL

EXISTING ELECTRICAL ROOM EXISTING HALLWAY

THE DOOR.

THE NEW INFILL PANEL REPLACING

INSTALL FLUSHMOUNT PANEL WITHIN

GL1

400A

NEW BREAKER SHALL MATCH KAIC RATING OF EXISTING PANEL.

PROVIDE A NEW 400A/3P BREAKER IN EXISTING PANEL.



4#600 KCMIL, 1#3G, 4"C

REAR BUILDING FASCADE

PE

1

LC

2

REAR BUILDING FASCADE

PE

1

LC

2

PROVIDE WITH HAND/AUTO/OFF CONTROL ON BOX FRONT.

PROVIDE A 4 POLE LIGHTING CONTACTOR WHICH WILL ACCEPT INPUT FROM PHOTOCELL.


1

2

WITH STAINLESS STEEL COVER. P.E. SHALL PROVIDE INPUT TO LIGHTING CONTACTOR.

OF MAN MADE LIGHT SOURCES. J-BOX TO HOUSE P.E CELL SHALL BE RECESSED MOUNTED

PROVIDE DUSK-TIL-DAWN PHOTOELECTRIC CELL. LOCATE P.E. CELL FACING NORTH, CLEAR

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

E601

Switch

Local

Red (Line)

Re

d

POWER PACK

BlkHot

Wht

Red (Load)

Blk

Blu

White (Neutral)

Off

AD

OL

Control Output

+24VDC

Common

Occupancy

Any 3-Wire

Control Output

+24VDC

Common

Sensor

24VDC

Occupancy

Any 3-Wire

Control Output

+24VDC

Common

Sensor

24VDC

Occupancy

Any 3-Wire

Sensor

24VDC

Maximum number of sensors per Power Pack

depends on the sensors used. See the product

data sheet to determine the current

consumption of each sensor.

MULTIPLE OCCUPANCY SENSORS USING ONE POWER PACK 3

NOT TO SCALE

SENSOR INSTALLATION 1

NOT TO SCALE

Ceiling Mounted

(Ribbon Cable)

Low Voltage 8-Wire

Mounting Bracket

Ceiling Tile

Mounting

Height

Parallel

To Vertical

At 10 Foot

NOT TO SCALE

BALLAST

LAMPS

BATTERY

INVERTER

B

W

G

R/O

B

W

G

R/O

HOT

WALL SWITCHED

NEUTRAL

GROUND

G W B W GB W/

O

R/

O

LIGHT FIXTURE

BATTERY / INVERTER PACK

"HOT" CHARGES BATTERY AND HOLDS THE RELAY.

"SWITCHED" CONNECTS THRU RELAY TO FIXTURE.

IF HOT FAILS, THEN RELAY CONNECTS FIXTURE

TO BATTERY / INVERTER.

BALLAST

LAMPS

G W B

LIGHT FIXTURE

1 1

BOX PROVIDED ON FIXTURE

TYPICAL

SWITCHED

FIXTURE

TYPICAL SWITCHED

FIXTURE WITH

BATTERY BACKUP

PROVIDE BOTH "HOT" AND "UNSWITCHED"

CONDUCTORS IN ALL LIGHTING CIRCUITS.

CONNECT "NIGHT LIGHT" FIXTURES TO

"HOT" RATHER THAN "SWITCHED"

CONDUCTORS. COORDINATE WITH ARCHITECT.

NOTES:(THIS DETAIL ONLY)

1

1

White (Neutral)

POWER PACK

Hot Blk

Wht

Red (Line)

Blk

Re

d

Blu

Switch

Red (Load)

Off

Local

AD

OL

AD

OL

Switch

Local

Off

+24VDC

Control Output

Common24VDC

Sensor

Any

24VDC SENSOR CONTROLLING DUAL LEVEL LIGHTING 4

NOT TO SCALE

ELECTRICAL

DETAILS -

2IN LIGHT FIXTURE WITH M.C. CABLE OR NM CABLE

TYPICAL BATTERY BACK-UP

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JCW

TWT

14640GILEAD

1-29-16

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

PO

LE

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

38

32

26

20

14

8

2

CKT

PANEL

NOTES

Minimum KAIC:

37

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

CKT

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

208

4#10

4#10

#12

#12

#12

#12

#12

#12

#12

#12

#12

#12

WIRE

120

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

CD.

4

3

MULTISECTION CONN AMPS

MULTISECTION CONN V A

PANEL SECTION CONN AMPS

PANEL SECTION CONN V A

EWH-2

EWH-1

SPARE

SPARE

SPARE

SPARE

SPARE

LTS-G121

LTS-G122

LTS-G123

LTS-G126, 125, 124

LTS-G120

TV MONITOR - G126

TV MONITOR - G125

TV MONITOR - G124

TV MONITOR - G123

TV MONITOR - G122

SERVES

WIRE

PH,

1500

1500

1500

1500

1500

1500

600

1056

1056

1584

928

200

200

200

400

400

AMPS

VOLT-

EXISTING

NEW

400

47979

345

41451

6544

6544

5044

5644

6987

5244

5444

A

PHASE LOAD V.A.

390

46851

336

40323

6544

6544

5044

5044

6459

5244

5444

B

FED BY

390

46851

340

40851

6544

6544

5044

5044

6459

5972

5244

C

GMSB

LOCATION: UTILITY G127

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

5044

5044

5044

5044

5044

5044

5044

5044

5044

5044

5044

5044

5403

5403

5403

5044

5044

5044

5044

5044

5044

AMPS

VOLT-

AC-7 (G122)

AC-6 (G122)

AC-5 (G123)

AC-4 (G123)

AC-3 (G124)

AC-2 (G125)

AC-1 (G126)

SERVES

1"

1"

1"

1"

1"

1"

1"

CD.

MCB

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

WIRE

FLUSH

400

45

45

45

45

45

45

45

TRIP

MOUNTED

AMPS

3

3

3

3

3

3

3

3

3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

/

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

LOCATION: UTILITY G127

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

PANEL

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

LOCATION: ELECTRICAL 5

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

PANEL SMDP

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

PANEL SL1

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1


42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

PANEL CMDP

23

2764

23

2764

0

0

0

0

280

1232

1252

A

PHASE LOAD V.A.

22

2592

22

2592

0

0

0

0

0

1232

1360

B

FED BY

16

1878

16

1878

0

0

0

0

0

1350

528

C

SMDP

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

CKT

PANEL CL1

GL1 Sec_1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

GL1 Sec_2

NOTES

Minimum KAIC:

79

73

67

61

55

49

43

CKT

20

20

20

20

20

20

20

TRIP

208

4#10

4#10

4#10

4#10

WIRE

120

1/2"

1/2"

1/2"

1/2"

CD.

4

3





SPARE

SPARE

SPARE

EWH-6

EWH-5

EWH-4

EWH-3

SERVES

WIRE

PH,

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

1500

AMPS

VOLT-

EXISTING

NEW

400

47979

54

6528

0

0

0

1500

1500

1500

2028

A

PHASE LOAD V.A.

390

46851

54

6528

0

0

0

1500

1500

1500

2028

B

FED BY

390

46851

50

6000

0

0

0

1500

1500

1500

1500

C

GL1 Sec_1

528

528

AMPS

VOLT-

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

EF-2 (1/6 HP)

EF-2 (1/6 HP)

SERVES

1/2"

1/2"

CD.

MLO

3#10

3#10

WIRE

SURFACE

400

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

MOUNTED

AMPS

84

82

80

78

76

74

72

70

68

66

64

62

60

58

56

54

52

50

48

46

44

CKT

3

3

3

3

3

3

3

/

NOTES

Minimum KAIC:

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

1

CKT

200

TRIP

208

1#6G

4#3/0

WIRE

120

2"

CD.

4

3





SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

PANEL SL1

SERVES

WIRE

PH,

0

644

1578

AMPS

VOLT-

EXISTING

NEW

142

17069

142

17069

0

0

0

0

5044

5403

6622

A

PHASE LOAD V.A.

134

16135

134

16135

0

0

0

0

5044

5403

5688

B

FED BY

129

15491

129

15491

0

0

0

0

5044

5403

5044

C

POWER COMPANY XMFR (POLE MOUNTED)

5044

5044

5044

5403

5403

5403

5044

5044

5044

AMPS

VOLT-

AC-10 (S101)

AC-9 (S103)

AC-8 (S104)

SERVES

1"

1"

1"

CD.

MCB

1#10G

4#6

1#10G

4#6

1#10G

4#6

WIRE

SURFACE

400

45

45

45

TRIP

MOUNTED

AMPS

3

3

3

42

40

38

36

34

32

30

28

26

24

22

20

14

8

2

CKT

3

/

SERVING EXISTING TO REMAIN LOADS WHICH ARE SERVED OUT OF PANELS TO BE DEMOLISHED.

2. IN ADDITION TO THE BREAKERS SHOWN ABOVE, PROVIDE BREAKERS TO MATCH CONFIGURATION OF THE BREAKERS

1. THIS IS A SINGLE SECTION PANEL WITH NO LESS THAN 42 POLES AND NO MORE THAN 84 POLES.

NOTES

Minimum KAIC:

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

CKT

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

208

#12

#10

WIRE

120

1/2"

1/2"

CD.

4

3





SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

LTS-S102

LTS-S104

SERVES

WIRE

PH,

644

1378

AMPS

VOLT-

EXISTING

NEW

13

1578

13

1578

0

0

0

0

0

0

1578

A

PHASE LOAD V.A.

5

644

5

644

0

0

0

0

0

0

644

B

FED BY

3. PROVIDE A RED LOCKING DEVICE OVER BREAKER FOR CIRCUIT #2.

0

0

0

0

0

0

0

0

0

0

0

C

SMDP


42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

200

AMPS

VOLT-

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

FIRE ALARM PANEL

SERVES

1/2"

CD.

MLO

#12

WIRE

SURFACE

200

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

MOUNTED

AMPS

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

CKT

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

/

324

38946

324

38946

3000

2872

6775

6544

6544

5403

7808

A

PHASE LOAD V.A.

323

38774

323

38774

3000

2872

6775

6544

6544

5403

7636

B

FED BY

317

38060

317

38060

3000

2872

6775

6544

6544

5403

6922

C

POWER COMPANY XMFR (POLE MOUNTED)

1500

1500

1500

1500

1500

1500

5403

5403

5403

5044

5044

5044

5044

5044

5044

5403

5403

5403

5044

5044

5044

AMPS

VOLT-

( 5 KW)

EWH-10

( 5 KW)

EWH-7

AC-15 (M110)

AC-14 (M111)

AC-13 (M116)

AC-12 (M108)

AC-11 (M101)

SERVES

1/2"

1/2"

1"

1"

1"

1"

1"

CD.

MCB

4#10

4#10

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

1#10G

4#6

WIRE

SURFACE

400

20

20

45

45

45

45

45

TRIP

MOUNTED

AMPS

3

3

3

3

3

3

3

38

32

26

20

14

8

2

CKT

3. IN ADDITION TO THE BREAKERS SHOWN, PROVIDE ADDITIONAL BREAKERS TO MATCH THE BREAKERS SERVING EXISTING TO REMAIN LOADS WHICH ARE SERVED OUT OF PANELS TO BE DEMOLISHED.

2. THIS IS A SINGLE SECTION PANEL WITH NO LESS THAN 42 POLES AND NO MORE THAN 84 POLES.

1. PROVIDE A RED LOCKING DEVICE OVER BREAKER FOR CIRCUIT #2.

NOTES

Minimum KAIC:

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1

CKT

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

208

#10

#10

#10

#10

#10

#10

#10

WIRE

120

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

CD.

4

3





SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

CANOPY LTS

LTS-M102

LTS-M111

LTS-M106

SEC LTS-M102

LTS-M109

LTS-M102

SERVES

WIRE

PH,

280

1350

1232

1232

528

880

1052

AMPS

VOLT-

EXISTING

NEW

41

39

37

35

33

31

29

27

25

23

21

19

17

15

13

11

9

7

5

3

1


42

40

38

36

34

32

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

TRIP

MOUNTED

AMPS

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

/

NOTES

Minimum KAIC:

37

33

29

25

19

13

11

9

7

1

CKT

20

20

20

20

20

20

200

TRIP

208

4#10

4#10

4#10

4#10

4#10

4#10

1#6G

4#3/0

WIRE

120

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

2"

CD.

4

3





( 5 KW)

EWH-11

PTAC-3

PTAC-2

PTAC-1

( 5 KW)

EWH-9

( 5 KW)

EWH-8

SPACE

SPACE

SPACE

PANEL CL1

SERVES

WIRE

PH,

1500

1500

1500

1372

1372

1372

1372

1372

1372

1500

1500

1500

1500

1500

1500

1878

2592

2764

AMPS

VOLT-

EXISTING

NEW

3

2

2

2

3

3

3

/

480

200

AMPS

VOLT-

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

EF-3

FIRE ALARM PANEL

SERVES

1/2"

1/2"

CD.

MLO

3#12

#12

WIRE

SURFACE

200

E701

ELECTRICAL

SCHEDULES -

PANEL

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

TO REMAIN

EXISTING KITCHEN

TO REMAIN

EXISTING GYMNASIUM

CONSTRUCTION

PHASE II

ROOM

MEETING

G1

ROOM

MULTI-PURPOSE

G2

KITCHEN

G4

GYMNASIUM

G5

SUPPLY

G6

SUPPLY

G7

MENS

G8

ROOM

LOCKER

G109

CORRIDOR

G10

JAN

G12

ROOM

HOME TEAM

G11

ROOM

SUPPLY

G13

CLOSET

G14

TEAM ROOM

VISITOR’S

G16

CORRIDOR

G15

WOMEN’S

G17

ROOM

LOCKER

G18

CORRIDOR

G19

CLASSROOM

G22

CLASSROOM

G23

CLASSROOM

G24

CLASSROOM

G25

CLASSROOM

G26

UTILITY

G27

PANTRY

G3

CLASSROOM

G21

CLASSROOM

G20

1SCALE:

1= 1’-0

88 0 4 8 16

NGYMNASIUM - DEMOLITION - HVAC

HVAC

DEMOLITION -

GYMNASIUM -

MD101

LINE LEGEND

EXISTING TO REMAIN

DEMOLITION

EXHAUST FAN

REMOVE EXISTING

EXHAUST FAN

REMOVE EXISTING

REFER TO SHEET 1/M201.

NEW WALL HUNG HEAT PUMPS.

EXISTING WALL OPENINGS FOR

HEAT PUMP (TYPICAL). LEAVE

REMOVE EXISTING WALL HUNG

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

CLASSROOM

8

CLASSROOM

9

ELECT

10

UTILITY

11

JAN

12

OFFICE

13

OFFICE

14

WORKROOM

15

CLASSROOM

16

CLASSROOM

17

CORRIDOR

18

CLASSROOM

19

CLASSROOM

20

CLASSROOM

21

BOYS

22

GIRLS

23

GIRLS

24

BOYS

25

CLASSROOM

26

WH

CLASSROOM

1

CLOSET

2

LAB

SCIENCE

3

CLASSROOM

4

ELECT

5

WOMENS

6

MENS

7

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

MD102

STEM BUILDING - DEMOLITION - HVAC MIDDLE SCHOOL - DEMOLITION - HVAC

HVAC

DEMOLITION -

BUILDINGS -

SCHOOL

LINE LEGEND

EXISTING TO REMAIN

DEMOLITION

PTAC UNIT (TYPICAL)

REMOVE EXISTING

ELECTRIC WALL HEATER

REMOVE EXISTING

EXHAUST FAN

REMOVE EXISTING

EXHAUST FAN

REMOVE EXISTING

FOR LOCATION OF NEW EQUIPMENT

FOR FINISHES. REFER TO 2/M202

REFER TO ARCHITECTURAL PLANS

WHERE PTAC’S WERE REMOVED

PATCH WALLS IN AREAS

PTAC UNIT (TYPICAL).

REMOVE EXISTING

TO SHEET 2/M202.

FOR NEW WORK. REFER

OPENINGS TO REMAIN

PTAC UNITS (TYPICAL).

REMOVE EXISTING

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

M001

A COMPRESSED AIR

AAV AUTOMATIC AIR VENT

AF AIR FOIL

-AFF ABOVE FINISHED FLOOR

AV ACID VENT

AVD AUTOMATIC VOLUME DAMPER

AW ACID WASTE

-AC ABOVE CEILING

AH- AIR HANDLING UNIT

BBD BOILER BLOW DOWN

BE BOTTOM ELEVATION

BOL BOTTOM OF LINE (UNINSULATED)

BOD BOTTOM OF DUCT

BP- BOOSTER PUMP

BTUH BRITISH THERMAL UNIT PER HOUR

-BF BELOW FLOOR

BFP BACK FLOW PREVENTOR

C CONDUIT

CC COOLING COIL

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CR CONDENSER WATER RETURN

CS CONDENSER WATER SUPPLY

CW DOMESTIC COLD WATER

CAB CABINET FAN

CF CENTRIFICAL FAN

CFM CUBIC FEET PER MINUTE

CFP CHEMICAL FEED PUMP

CFT CHEMICAL FEED TANK

CH CABINET HEATER

CHR CHILLER

CL CENTER LINE

CO CLEANOUT

CP CHILLER PUMP

CPHB CHROME PLATED HOSE BIBB

CT COOLING TOWER

CU COPPER

CV- CONVECTOR

Cv VALVE COEFFICIENT

D DRAIN

DDC DIRECT DIGITAL CONTROL

DHW DOMESTIC HOT WATER

DN DOWN

DP DIFFERENTIAL PRESSURE

DS DOWN SPOUT

DSO DOWN SPOUT OVER FLOW

DX DIRECT EXCHANGE

EAD EXHAUST AIR DAMPER

EAT ENTERING AIR TEMPERATURE

EDB ENTERING DRY BULB

EWB ENTERING WET BULB

ESP END SUCTION PUMP

ESP EXTERNAL STATIC PRESSURE

ELL ELBOW

ET EXPANSION TANK

EQT EQUIPMENT TRAP SET

EWT ENTERING WATER TEMPERATURE

EX EXPANSION TANK LINE

EXT EXTERNAL

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

F&BP FACE & BYPASS

FC FAN COIL UNIT

BPD BYPASS DAMPER

EAL EXHAUST AIR LOUVER

ECH ELECTRIC CABINET HEATER

ABBREVIATIONS

FD FLOOR DRAIN

FF FOULING FACTOR

FF- FLY FAN

FF FINISHED FLOOR

FF FINAL FILTER

FFM FIRE FLOW METER

FLEX FLEXIBLE

FM FIRE MAIN

FMS FLOW METER STATION

FOF FUEL OIL FLOW

FOR FUEL OIL RETURN

FOV FUEL OIL VENT

FOP FUEL OIL PUMP

FP FIRE PUMP

FP- FAN POWERED

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRT FLOW RATE TRANSMITTER

FT FEET

G LOW PRESSURE GAS

GA GAUGE

GPM GALLONS PER MINUTE

GT GREASE TRAP

GTH GRAND TOTAL HEAT

H HEIGHT

HC HEATING COIL

HB HOSE BIBB

HBT HORIZONTAL BLOW THROUGH

HD HUB DRAIN

HDT HORIZONTAL DRAW THROUGH

HP HORSEPOWER/HIGH PRESSURE

HPA HIGH PRESSURE AIR

HPG HIGH PRESSURE GAS

HPS HIGH PRESSURE STEAM

HPWS HEAT PUMP WATER SUPPLY

HPWR HEAT PUMP WATER RETURN

HSC HORIZONTAL SPLIT CASE

HWG HOT WATER GENERATOR

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

ILC IN-LINE CENTRIFICAL

IT INTERVAL TIMER

IN INCHES

INV INVERT

JB JUNCTION BOX

L LENGTH

LR LONG RADIUS

LAT LEAVING AIR TEMPERATURE

LCP LOCAL CONTROL PANEL

LDB LEAVING DRY BULB

LN LIQUID NITROGEN

LWB LEAVING WET BULB

LWT LEAVING WATER TEMPERATURE

LPS LOW PRESSURE STEAM

MAV MANUAL AIR VENT

MVD MANUAL VOLUME DAMPER

MAX MAXIMUM

MBH ONE THOUSAND BTUH PER HOUR

MCC MOTOR CONTROL CENTER

MIN MINIMUM

MH MAN HOLE

MP SUMP (MUD) PUMP

MPS MEDIUM PRESSURE STEAM

MPR MEDIUM PRESSURE RETURN

MTS MEDIUM TEMPERATURE SUPPLY

MTR MEDIUM TEMPERATURE RETURN

MUA MAKE-UP AIR

MUW MAKE-UP WATER

MZ MULTIZONE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTSIDE AIR DAMPER

ODT OUTDOOR TEMPERATURE

PC PUMP CONDENSATE

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE

PWF PROPELLER WALL FAN

R REFRIGERANT

RA RETURN AIR

RAD RETURN AIR DAMPER

RAS RELIEF AIR SUPPLY

RP RECIRCULATING PUMP

RHG REFRIGERANT HOT GAS

RL REFRIGERANT LIQUID

RS REFRIGERANT SUCTION

RD ROOF DRAIN

RV RELIEF VALVE

SR SHORT RADIUS

OAL OUTSIDE AIR LOUVER

SAN SANITARY SEWER

SC SILL COCK

SCD SMOKE DAMPER

SD STORM DRAIN

SD SMOKE DETECTOR

SF SQUARE FEET

SDO STORM DRAIN OVERFLOW

SHC SENSIBLE HEAT CAPACITY

SP STAND PIPE

SP SUMP PUMP

SPS STATIC PRESSURE SENSOR

STA STATION

TR TEMPERED WATER RETURN

UG UNDERGROUND

VAC VACUUM PIPING

VDT VERTICAL DRAW THROUGH

VTR VENT THROUGH ROOF

WB WET BULB

O2 OXYGEN

?F DEGREES FAHRENHEIT

?C DEGREES CENTIGRADE

WM WATER METER

WL WATER LINE

WH WATER HEATER

WG WATER GAUGE

W WIDTH

W WASTE

VT VERTICAL TURBINE

VFD VARIABLE FREQUENCY DRIVE

VB VACUUM BREAKER

VAV VARIABLE AIR VOLUME

V VENT

UC UNDERCUT (DOOR - 3/4")

V- VALVE

TOS TOP OF STRUCTURE

TB THRUST BLOCK

T TEMPERED WATER

STR STRAINER

SP STATIC PRESSURE

SP SPRINKLER PIPE

SG SPECIALTY GAS

EUH ELECTRIC UNIT HEATER

RECIRCULATING

DHR DOMESTIC HOT WATER

TRANSMITTER

DPT DIFFERENTIAL PRESSURE

PER MINUTE

SCIM STANDARD CUBIC INCHES

TEMPERATURE

SST SATURATED SUCTION

(UNINSULATED)

TE TOP ELEVATION

(TOWER) PUMP

TP CONDENSER WATER

FSD FIRE/SMOKE DAMPER

EA EXHAUST AIR

MA MIXED AIR

AE ADJUSTABLE AIR EXTRACTOR

RAO RETURN AIR OPENING

AD AREA DRAIN/ACCESS DOOR

SINGLE LINE DUCT LEGEND

DUCT (SUPPLY, RETURN & EXHAUST)

SUPPLY DUCT UP

SUPPLY DUCT DOWN

RETURN OR EXHAUST DUCT UP

RETURN OR EXHAUST DUCT DOWN

DUCT RISE

DUCT DOWN

VOLUME DAMPER (MANUAL UNLESS INDICATED A.V.D.)

TRANSITION

DUCT TAKE-OFF (SEE SPEC. PERTAINING TO DEFLECTROLS)

TRANSITION (FLAT ON TOP)

TRANSITION (FLAT ON BOTTOM)

TRANSITION (TOP OR BOTTOM ONLY)

SUPPLY CEILING DIFFUSER

RETURN OR EXHAUST CEILING GRILLE

SIDEWALL SUPPLY

SIDEWALL RETURN

FLEXIBLE CONNECTION (DUCT)

RELIEF AIR SUPPLY TO TOILET

DUCT SPLIT WITH SPLITTER DAMPER

FLEX. DUCT WITH SCREW ON COLLAR, TAKE-OFF

DUCT WITH DUCT LINER

SQUARE ELBOW WITH TURNING VANES

RADIUS ELBOW (SEE SPECS. PERTAINING TO TURNING VANES)

AUTOMATIC VOLUME DAMPER

DN

R

12\10 SPLIT

OR

OR

SCD

FOB

T OR B

RAS

AVD

FD/SCD

FD

SMOKE CONTROL DAMPER

COMBINATION FIRE/SMOKE CONTROL DAMPER

FIRE DAMPER (FD)

FIRE DAMPER

SUMMER WINTER

DESIGN CONDITIONS

OUTSIDE

INSIDE

93 F / 76 F WB

72 F DB75 F DB / 55% RH

MARK REMARKS

GRILLE SCHEDULE

VOLUMEDAMPERNECK

FINISHNECK

RUNOUT

A

TITUS

B

C

TYPE

NOTES:

1 RUNOUT SIZE UNLESS OTHERWISE NOTED.

FACE

SIZE1

OFFWHITE

OFFWHITE

OFFWHITE

TYPE CFMS.P.

IN W.G.MARK

MAX. MAX.

RPM TS. TYPE

MOTOR

HPREMARKS

FAN SCHEDULE

MIN.

FAN DIA.

(IN)

NOTES:

1

DRIVE

LAYOUT BASIS:

MARK REMARKS

NOTES:

1

PACKAGED TERMINAL AIR CONDITIONER

MBH

HTG

REVERSE

CFM

TOTAL

MBH

TOTAL

Kw

ELEC HT

21 F DB

AC-15

AC-14

AC-13

AC-12

AC-1 1

AC-10

AC-9

AC-8

AC-7

AC-6

AC-5

AC-4

AC-3

AC-2

AC-1

LAYOUT BASIS: GREE

PTAC-3

PTAC-2

PTAC-1

EF-3

EF-2

EF-1

ILC

ILC

ILC

750

500

650

DIRECT

DIRECT

DIRECT

CGC

WRAG-HD

WSAR-HD

50F

33RL

300RL

12"x24"

36"x

36"x8"

N/A

N/A

N/A

NO

NO

NO

---

---

---

0.4

0.4

0.4

12"{

10"{

10"{

1 105

1365

1525

3465

3575

3995

1/6

1/6

1/6

280

280

280

7.6

7.6

7.6

6.1

6.1

6.1

1.6

1.6

1.6

AIR-TO-AIR WALL MOUNT HEAT PUMP SCHEDULE

MARK

AIRFLOW

EER

1

MBH COP

2

NOTES:

1

2

3

RATED @ 93 F DB AMBIENT ODT

RATED @ 47 F DB AMBIENT ODT

REMARKS

4

RATED @ 93 F DB/76 F WB ODT, 75 F DB/62 F WB IDT-SUMMER, 21 F DB ODT-WINTER, 72 F DB IDT

RATED @ 75 F DB AMBIENT ODT, 75 F DB/65.5 F WB IDT

REVERSE

CYCLE HEATMECHANICAL COOLING

2.5

2

2

2.5

2

2

2.5

2

2

2

2

2

2.5

2

2

1000

800

800

1000

800

800

1000

800

800

800

800

800

1000

800

800

175

140

140

175

140

140

175

140

140

140

140

140

175

140

140

TONS

NOMINAL

28.4

22.9

22.9

28.4

22.9

22.9

28.4

22.9

22.9

22.9

22.9

22.9

28.4

22.9

22.9

21.0

18.5

18.5

21.0

18.5

18.5

21.0

18.5

18.5

18.5

18.5

18.5

21.0

18.5

18.5 93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

93/76

9

9

9

9

9

9

9

9

9

9

9

9

9

9

9

KW

HEAT

ELECTRIC

45

42

42

45

42

42

45

42

42

42

42

42

45

42

42

MCA /PHASE

VOLTAGE

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

208/3

BARD

BASIS:

LAYOUT

T30

T24

T24

T30

T24

T24

T30

T24

T24

T24

T24

T24

T30

T24

T24

CFM

NOMINAL

CFM

O.A.

GRILLE MARK

ASSOCIATED

DIFFUSER

SUPPLY

GRILLE

RETURN

MBH

TOTAL

MBH

SENS.

( F)

EAWB

EADB/

( F)

EADB

SUMMER (%)

EFFICIENCY

ENERGY RECOVERY PERFORMANCE

VENTILATION AIR

WINTER (%)

EFFICIENCY

MBH

TOTAL

SYSTEM

MBH

LATENT.

SYSTEM

CIRCUIT PERFORMANCE

HOT GAS DEHUMIDIFICATION

WATER/HR.

POUNDS OF

MARK KW REMARKS

ELECTRIC WALL HEATER SCHEDULE

TYPE/PHASE

VOLTAGE

208/3

208/3

208/3

208/3

208/3

208/3

208/3

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

A B

1 1.21 1.2

1 1.0

1 1.2

1 1.2

1 1.2

1 1.2

1 1.2

1 1.2

1 1.0

1 1.2

1 1.2

1 1.0

1 1.2

1 1.2

1 1.0

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

65 5323 3159 77 16004

2 3

WINTER (BTUH)

RECOVERED

HEAT

SUMMER (BTUH)

REJECTED

SENS. HEAT

SUMMER (BTUH)

REJECTED

TOTAL HEAT

26.4

22.2

22.2

26.4

22.2

22.2

26.4

22.2

22.2

22.2

22.2

22.2

26.4

22.2

22.2 3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

3.2

6.1

6.1

1 1.8

6.1

6.1

6.1

6.1

6.1

1 1.8

6.1

6.1

1 1.8

6.1

6.1

1 1.8

6

6

1 1

6

6

6

6

6

1 1

6

6

1 1

6

6

1 1

HVAC

SCHEDULES -

LEGENDS, &

ABBREVIATIONS,

EWH-11

EWH-10

EWH-9

EWH-8

EWH-7

EWH-6

EWH-5

EWH-4

EWH-3

EWH-2

EWH-1

CAB

CAB

CAB

CAB

CAB

CAB

CAB

CAB

CAB

CAB

CAB

5

5

5

5

5

5

5

5

5

5

5

208/3

208/3

208/3

208/3

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

M002

HVAC

DETAILS -

SUPPORT FROM STRUCTURE

CEILING

EXHAUST GRILLE

NOT TO SCALE

DO NOT APPLY TO FUME EXHAUST GRILLES/REGISTERS.1

0.75 R

6

MAXIMUM OFFSET

SHALL NOT EXCEED

ONE DUCT DIAMTER

EXCEED 1/2" PER FT

MAXIMUM SAG SHALL NOT

DIRECTLY ON TOP OF PLENUM.

0.75 RADIUS, METAL ELBOW

IF TOP ENTRY IS USED, PROVIDE

DUCT PRESSURE CLASS.

SEAL JOINT AS SPECIFIED FOR

MIN. TWO PER SIDE, AND

WITH SHEET METAL SCREWS,

FASTEN PLENUM TO GRILLE

SHEETMETAL SCREWS)

TO PLENUM (MINIMUM OF 4

FLANGE, SEAL AND SECURE

5 FT. OF FLEX DUCT

PROVIDE MAXIMUM

DETAIL AT TYPICAL GENERAL EXHAUST GRILLE - UNLINED


OR 12", WHICHEVER IS LARGER

THAN INDICATED RUN OUT SIZE

HEIGHT SHALL BE 2" LARGER

TAKE-OFF IS INACCESSIBLE.

ACCESSIBLE CEILING IF

AS POSSIBLE OVER

FAR AWAY FROM GRILLE

LOCATE MVD IN DUCT AS

WITH GASKETED FLANGE

45 DEGREE TAKE-OFF

ARCHITECTURAL

GRILLE

FLOOR SLAB

GROUND

COMBINATION ROOM

CABINET AND

WALL SLEEVE

AIR

FLOW

CONSOLE A.C. UNIT

(TYPICAL)

NOT TO SCALE

CONSOLE A.C. UNIT INSTALLATION (PTAC)2

(RE-MOVEABLE)

CEILING

TOILET

RELIEF AIR SUPPLY TO TOILET (RAS)

NOT TO SCALE

GRILLE

AS GRILLE

SAME SIZE

GRILLE

SPACE

ADJACENT

UP TO STRUCTURE

SHEET METAL STRAP

WALL

1

CAULK

SET IN BED OF CAULK

BRICK

BRACKET AND METAL FLASHING DETAILSCALE: 1�"=1’-0"

WALL MOUNT HEAT PUMP

WALL MOUNT HEAT PUMP MOUNTING

{63 ALUMINUM

CAP FLASHING

2 - ?" DIA. BOLTS

IN EXP. SHIELD. 6

PER ANGLE

MOUNTING BRACKET.

FURNISHED W/ UNIT.

4

7"

4"

4"CAULK

SCALE: 1�"=1’-0"

PUMP FLASHING DETAIL

WALL MOUNT HEAT

CAP FLASHING, SECURE

TO MASONRY W/ NYLON

TAP-INS W/ CAD PLATED

DRIVE PINS AT 12" O.C.

PROVIDE 1 X 2 X �"

WASHER AT EA. PIN.

WALL MOUNT

HEAT PUMP

5

SUPPLY AIR

GRILLE

RETURN AIR

GRILLE

9

8

98

1

3

4

5

NOT TO SCALE

FOR SIZES AND LOCATION.

SEE ARCHITECTURAL DETAILS FOR ADDITIONAL

INSTALLATION REQUIREMENTS.

CONDENSATE DRAIN. PIPE TO WITHIN 6" OF GRADE.

PROVIDE AIR TIGHT SEALS.

1

2

3

4

5

6

7

8

9

WALL MOUNTHEAT PUMP

7

7

FIN. FLOOR

6

REFER TO ARCHITECTURAL FOR MOUNTING HEIGHT.

REFER TO DETAIL FOR MOUNTING BRACKET.

REFER TO DETAIL FOR FLASHING DETAIL.

WALL MOUNT HEAT PUMP. REFER TO PLANS

WALL MOUNT

HEAT PUMP

GRILLE. SEE PLANS FOR DESIGNATION. PROVIDE TRANSISITION

FROM UNIT CONNECTION SIZE TO GRILLE SIZE

5

M002

4

M002

SHEET METAL DUCT SAME SIZE AS UNIT OPENING. (INSULATE)

PROVIDE TRANSITION TO GRILLE SIZE.

2

3


LOUVER

WALL MOUNTED LOUVER WITH PLENUM

COUNTER

FLASHING

20 GAUGE SLEEVE

16"MIN.

REFER TO ARCHITECTURAL

FOR STRUCTURE MATERIALS

SUB FRAME

IN BLOCK WALLS,

USE LINTELBLOCK

ON HEAD AND SILL

PROVIDE MINIMUM 16 INCH

PLENUM BEHIND LOUVER

NOT TO SCALE 7

A

B

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

KITCHEN

G106

GYMNASIUM

G107

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

CORRIDOR

G121

YOGA ROOM

G124

CLASSROOM

G125

CLASSROOM

G126

UTILITY

G127

TRAINING

WEIGHT

G123


AEROBIC

G122

WORK AT THIS AREA

NO SCOPE OF

IN THIS AREA

NO SCOPE OF WORK

DECK TO REMAIN

EXISTING CONC.

CONSTRUCTION

PHASE II

1SCALE:

1= 1’-0

88 0 4 8 16

NM201

HVAC

NEW WORK -

GYMNASIUM -

GYMNASIUM - NEW WORK - HVAC

LINE LEGEND

POINT OF CONNECTION

EXISTING TO REMAIN

NEW WORK

BA

EWH-1

AC-1

T T

T

T

T

T

T

T

AC-2

B

A

AC-3

B

A

AC-4

B

A

AC-5

B

A

AC-6

B

A

AC-7

B

A

EWH-2

EF-2RAS

C

C

C

CRAS

8"{

6"{

10"{

C

| 75

C

|125

C

|300

8"{

12"{

MVD

MVD

12"{

EF-2 RASC

C

CC

RAS

8"{

6"{

10"{C

| 75

C

|125

C

|300

8"{

12"{

MVD

MVD

12"{

EWH-3

EWH- 4

18" DEEP PLENUM

LOUVER w/FULLSIZE

16"x24" EXHAUST

18" DEEP PLENUM

LOUVER w/FULLSIZE

16"x24" EXHAUST

EWH-6

EWH-5

PANELING ABOVE WALKWAY AWNING

LOCATE LOUVER IN METAL

PANELING ABOVE WALKWAY AWNING

LOCATE LOUVER IN METAL

FOR NEW UNITS (TYP)

OPENINGS AS REQUIRED

UNITS. MODIFY EXISTING

FOR NEW WALL HUNG

WALL PENETRATIONS

RE-USE EXISTING

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

MPK

WSH

14640GILEAD

1-29-16

CLASSROOM

M101

ELEC

M102

UTILITY

M103

JAN

M104

CORRIDOR

M105

WORKROOM

M106

ROOM

RESOURCE

M107CLASSROOM

M108

CORRIDOR

M109

CLASSROOM

M110

CLASSROOM

M111

BOYS

M112

GIRLS

M113

CLASSROOM

M116

RESTROOM

H/C

M114

CLOSET

M115

DROP-OFF TO REMAIN

COVERED

CLASSROOM

S101

CLOSET

S102

LAB

SCIENCE

S103

CLASSROOM

S104

MENS

S105

WOMENS

S106ELECT

S107

WH

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

M202

STEM BUILDING - NEW WORK - HVAC MIDDLE SCHOOL - NEW WORK - HVAC

HVAC

NEW WORK -

BUILDINGS -

SCHOOL

LINE LEGEND

POINT OF CONNECTION

EXISTING TO REMAIN

NEW WORK

AC-8

B

T

T

T

B

AC-9

B

AC-10

B

AC-1 1

T T

TT

T

EWH-7

A

AC-13

A

A

AC-14

A

AC-15

AC-12

EF-3

EWH-8

C

| 75

|300

C C

|375

EWH-9

A B

BBB

A

A

A

12"{

12"{

10"{

10"{

8"{

MVD MVD

PTAC-1 PTAC-2 PTAC-3

EWH-10

EWH-11

(TYP)

FOR NEW PTAC UNITS

WALL PENETRATION

RE-USE EXISTING

18" DEEP PLENUM

LOUVER w/FULLSIZE

16"x24" EXHAUST

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

TO REMAIN

EXISTING KITCHEN

TO REMAIN

EXISTING GYMNASIUM

CONSTRUCTION

PHASE II

ROOM

MEETING

G1

ROOM

MULTI-PURPOSE

G2

KITCHEN

G4

GYMNASIUM

G5

SUPPLY

G6

SUPPLY

G7

MENS

G8

ROOM

LOCKER

G109

CORRIDOR

G10

JAN

G12

ROOM

HOME TEAM

G11

ROOM

SUPPLY

G13

CLOSET

G14

TEAM ROOM

VISITOR’S

G16

CORRIDOR

G15

WOMEN’S

G17

ROOM

LOCKER

G18

CORRIDOR

G19

CLASSROOM

G22

CLASSROOM

G23

CLASSROOM

G24

CLASSROOM

G25

CLASSROOM

G26

UTILITY

G27

PANTRY

G3

CLASSROOM

G21

CLASSROOM

G20

1SCALE:

1= 1’-0

88 0 4 8 16

NPD101GYMNASIUM - DEMOLITION - PLUMBING

PLUMBING

DEMOLITION -

GYMNASIUM -1

1

2

2 2 2 2

222

222

2


1

NON-SHRINK GROUT AND ABANDON IN PLACE.

DRAINS TO BELOW FLOOR. COP PIPING AND FILL WITH

TO NEW FIXTURES IN NEW WORK PHASE. REMOVE FLOOR

CAP WATER AND VENT PIPING ABOVE CEILING FOR EXTENSION

REMOVE EXISTING SHOWERS AND ALL ASSOCIATED PIPING.

EXISTING FIXTURES ARE TO REMAIN.2

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

CLASSROOM

8

CLASSROOM

9

ELECT

10

UTILITY

11

JAN

12

OFFICE

13

OFFICE

14

WORKROOM

15

CLASSROOM

16

CLASSROOM

17

CORRIDOR

18

CLASSROOM

19

CLASSROOM

20

CLASSROOM

21

BOYS

22

GIRLS

23

GIRLS

24

BOYS

25

CLASSROOM

26

WH

CLASSROOM

1

CLOSET

2

LAB

SCIENCE

3

CLASSROOM

4

ELECT

5

WOMENS

6

MENS

7

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

PD102

STEM BUILDING - DEMOLITION - PLUMBING MIDDLE SCHOOL - DEMOLITION - PLUMBING

PLUMBING

DEMOLITION -

BUILDINGS -

SCHOOL


1

EXISTING FIXTURES ARE TO REMAIN.2

1

1

1

1

NON-SHRINK GROUT AND ABANDON IN PLACE.

PIPING TO BELOW FLOOR. CAP PIPING AND FILL WITH

TO NEW FIXTURES IN NEW WORK PHASE. REMOVE SANITARY

CAP WATER AND VENT PIPING ABOVE CEILING FOR EXTENSION

REMOVE EXISTING FIXTURES AND ALL ASSOCIATED PIPING.

1

1

1

1

2

2

2

2

2

2

2

2

2

2

3

3 EXISTING WATER HEATER IS TO REMAIN.

2

22

2

1

1 1

1

2

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

P001

PLUMBING

DETAILS -

NOTES &

SCHEDULE,

LEGEND,

FIXTURES.

SEE ARCHITECTURAL PLANS FOR EXACT LOCATION OF ALL PLUMBING

ALL WATER PIPING SHALL BE RUN ABOVE CEILING UNLESS OTHERWISE

NOTED.

ALL VENTS THRU ROOF (VTR) SHALL BE OFFSET A MINIMUM OF 15’-0"

FROM ALL OUTSIDE INTAKES.

-

-

-

-

1

2

3

4

-5 PROVIDE HANGER ON ALL HORIZONTAL WATER PIPING INSIDE CHASES

COORDINATE PLUMBING PIPING WITH AIR CONDITIONING DUCTS, EQUIPMENT

AND ELECTRICAL CONDUIT.

GENERAL NOTES:

WITHIN 6" OF SPECIFIED WATER HAMMER ARRESTOR.

NOTE TO CONTRACTOR:

PROVIDE ACCESS TO THE CONCEALED UTILITY.

WORK OR CONNECTION, WITH THE EXCEPTION OF EXCAVATION OR OTHER WORK TO

PRIOR TO PURCHASING ANY MATERIALS OR PERFORMING ANY WORK, EXTENSION OF

TO CODE AND AS SHOWN. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES

NEW PIPES BEING ROUTED TO EXISTING UTILITIES CAN BE INSTALLED CONFORMING

FLUID BEING HANDLED AND INVERTS OF ALL EXISTING UTILITIES AND CONFIRM THAT

WHERE CONNECTING TO A UTILITY OR SERVICE, VERIFY LOCATION, SIZES, MATERIALS,

FIXTURES OR PERFORMING ANY WORK.

DEVIATIONS OR INCONSISTENCIES PRIOR TO PURCHASING OF ANY MATERIALS OR

OF ANY DEVIATIONS NOTED. THIS REVIEW IS INTENDED TO CONFIRM ANY

SCALE PLANS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

SCHEDULE, PLUMBING FIXTURE SPECIFICATIONS, ARCHITECTURAL SMALL AND LARGE

THE PLUMBING SMALL AND LARGE SCALE PLANS, PLUMBING RISERS, PLUMBING

AS PART OF CONSTRUCTION QUALITY CONTROL, THE CONTRACTOR SHALL REVIEW

NOTE TO CONTRACTOR:

WATER HAMMER ARRESTOR SCHEDULE

REMARKS

MARKRATING

FIXTURE UNIT

SIZE

CONNECTION

PDI-A

PDI-B

1 -11 FIXTURE UNITS

12 -32 FIXTURE UNITS

�"

1"

MANUFACTURER’S RECOMMENDATIONS

SIZE & INSTALL PER

MANUFACTURER’S RECOMMENDATIONS

SIZE & INSTALL PER

LEGEND

SOIL , WASTE VENT

D CONDENSATE DRAIN COLD WATER

HOT WATER (120 ) HOT WATER RETURN

G GAS (LOW PRESSURE) HIGH PRESSURE GAS HPG

GATE VALVEBALL VALVE

CHECK VALVEBALANCER (CIRCUIT SETTER)

FLOW INDICATOR

GLOBE VALVE UNION

GAS COCK AQUASTAT

NON-FREEZE WALL HYDRANTNFWH HOSE BIBB (HB)

T THERMOMETERTEST (PETE’S) PLUG

INCREASER FLOOR DRAIN (FD)

CLEANOUT (CO) CLEANOUT (CO)

HUB DRAIN BELOW FLOORBF

ABOVE CEILINGAC ABOVE FINISHED FLOORAFF

VENT THRU ROOF ABOVE FINISHED GRADEAFGVTR

NOT TO SCALENTSHOSE BIBB

CHROME PLATEDCPHB

WATER TO REMAIN

EXISTING HOT

RETURN TO REMAIN

EXISTING HOT WATER

EXISTING VENT TO REMAINTO REMAIN

EXISTING SOIL, WASTE

WATER TO REMAIN

EXISTING COLD

BE REMOVED

EXISTING PIPING TO

LIMIT OF DEMOLITIONNEW TO EXISTING

POINT OF CONNECTION

FIXTURE SCHEDULE

FIXTURESFLOOR

TO RIM

WASTESUPPLY

HOT COLD

FIX. CONN.

HOT COLDREMARKS

I.D.

FIXT.

WATER CLOSET 17" 4" 1" ADA --- 1" ---WC1

34" ADA LAVATORY 1�" �" �" �" �" LV1

NOT TO SCALE1

"CLOSED POSITION"

MEMBRANE IN

TRAP GUARD

DRAIN PIPE

FINISHED FLOOR

HUB DRAIN

"OPEN POSITION"

MEMBRANE IN

TRAP GUARD

(SEWER GAS EMISSIONS PROTECTOR)

FLOOR DRAIN (SEE SPECIFICATIONS)

HUB/ FLOOR DRAIN ’TRAP SEALER ASSEMBLY’

FLUSH VALVE

PIPE RING SUPPORT

BRACKET; SECURE TO

WALL WITH TOGGLE

BOLTS

STEEL STUD WALL

FRAMING WITH �"

GYP. BOARD

�" X 6" COPPER PIPE

FLATTENED AND SOLDERED

TO WATER PIPE FASTENED

TO STEEL STUD

SUPPLY

C.W.CHASE SPACE

FLUSH VALVE HANDLE

A.D.A. APPROVED

FLUSH VALVE ANCHOR

NOT TO SCALE 4

WC1

CONCEALED ARM

CARRIER

WALL

FINISHED FLOOR

VARIES

(SEE FIXTURE SCHEDULE)

(WITH CONCEALED ARM CARRIER)

MOUNTING BRACKET ASSEMBLY

(USE WHEN NO CARRIER IS USED)

REFER TO SPECIFICATION

FOR FAUCET TYPE

P-TRAP

ESCUTCHEON PLATE

OFFSET GRID DRAIN

HANDICAPPED LAVS ONLY

LAVATORY MOUNTING &

P-TRAP LOCATION DETAIL

NOT TO SCALE 3

AREA

CHASE

FINISH FLOOR

INSIDE CAULK

CONNECTIONCLEANOUT PLUG

LOCKING SCREW

FINISH FLOOR CLEANOUT

SCORIATED COVER

SECURED RIM &TAB COVER & SET SCREW

STAINLESS STEEL CARPET

CARPET FLOORSCONCRETE FLOORS

VINYL, TILE OR

NOT TO SCALE 5

2�" MIN.

FINISHED FLOOR

WA

LL

11�

"

FOR FLOOR TO RIM

HEIGHT REFER TO

FIXTURE SCHEDULE.

FLUSH VALVE

TAILPIECE SUPPORT

FLUSH VALVE HANDLE

FLUSH VALVE SUPPORT

NOT TO SCALE 2

WC1

(1 REQ’D AT 11�") �" 40"ELEC. WATER COOLER 1�" �" --- ---EWC1

ADA LAVATORY C.T. 1�" �" �" �" �" LV2

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

KITCHEN

G106

GYMNASIUM

G107

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

CORRIDOR

G121

YOGA ROOM

G124

CLASSROOM

G125

CLASSROOM

G126

UTILITY

G127

TRAINING

WEIGHT

G123


AEROBIC

G122

WORK AT THIS AREA

NO SCOPE OF

IN THIS AREA

NO SCOPE OF WORK

DECK TO REMAIN

EXISTING CONC.

CONSTRUCTION

PHASE II

1SCALE:

1= 1’-0

88 0 4 8 16

NP201GYMNASIUM - NEW WORK - PLUMBING

PLUMBING

NEW WORK -

GYMNASIUM -

1

P301

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

CLASSROOM

M101

ELEC

M102

UTILITY

M103

JAN

M104

CORRIDOR

M105

WORKROOM

M106

ROOM

RESOURCE

M107CLASSROOM

M108

CORRIDOR

M109

CLASSROOM

M110

CLASSROOM

M111

BOYS

M112

GIRLS

M113

CLASSROOM

M116

RESTROOM

H/C

M114

CLOSET

M115

DROP-OFF TO REMAIN

COVERED

CLASSROOM

S101

CLOSET

S102

LAB

SCIENCE

S103

CLASSROOM

S104

MENS

S105

WOMENS

S106ELECT

S107

WH

2SCALE:

1= 1’-0

88 0 4 8 16

N1

SCALE:1

= 1’-08

8 0 4 8 16

N

P202

STEM BUILDING - NEW WORK - PLUMBING MIDDLE SCHOOL - NEW WORK - PLUMBING

PLUMBING

NEW WORK -

BUILDINGS -

SCHOOL

WC1

LV1

IS TO REMAIN.

EXISTING WATER HEATER

EWC1

EWC13

3

1

2


1

2

3

CEILING. CONNECT TO EXISTING COLD WATER PIPING IN CHASE.

FLOOR. ROUTE VENT PIPE UP TO EXISTING PIPING ABOVE THE

CONNECT NEW LAVATORY TO EXISTING SANITARY MAIN BELOW

CEILING. CONNECT TO EXISTING COLD WATER PIPING IN CHASE.

FLOOR. ROUTE VENT PIPE UP TO EXISTING PIPING ABOVE THE

CONNECT NEW WATER CLOSET TO EXISTING SANITARY MAIN BELOW

WAS REMOVED.

STUB-OUTS FROM WHEN EXISTING ELECTRIC WATER COOLER

CONNECT NEW ELECTRIC WATER COOLER TO EXISTING PIPE

THESE SPACES.

ARE TO REMAIN IN

EXISTING FIXTURES

IS TO REMAIN.

EXISTING FIXTURE

BOWL.

PROVIDE NEW LAVATORY

THESE SPACES, EXCEPT

ARE TO REMAIN IN

EXISTING FIXTURES

LV2

LV2LV2

LV2

THIS SPACE.

ARE TO REMAIN IN

EXISTING FIXTURES

PROJECT #

DATE

DRAWN BY

CHECKED BY

SCALE AS SHOWN










' 2011 SIZ

EM

OR

E G

RO

UP

ww

w.size

more

gro

up.c

om

F: 404 6

05 0

890

T: 404 6

05 0

690

ATL

AN

TA,

GE

OR

GIA 3

0318

1700 C

OM

ME

RC

E D

RIV

E,

NW

MA

CO

N,

GE

OR

GIA 3

1206

1931 R

OC

KY C

RE

EK R

OA

D

RE

NO

VA

TIO

N

GIL

EA

D-B

LO

OM

FIE

LD C

OM

PLE

X

MA

CO

N-BIB

B C

OU

NT

YNo.

DES

CRIP

TIO

ND

ATE

JDL

WHD

14640GILEAD

1-29-16

CORRIDOR

G110MEN’S

G111

ROOM

LOCKER

G112

ROOM

HOME TEAM

G113

JAN

G114

SUPPLY

G115

CLOSET

G116

TEAM ROOM

VISITING

G117

CORRIDOR

G118WOMEN’S

G119

ROOM

LOCKER

G120

P301

1

NSCALE:

1

4= 1’-0

4 0 2 4 8

LARGE SCALE - GYMNASIUM - NEW WORK - PLUMBING

WC1

LV1

ARE TO REMAIN.

IN THIS SPACE

EXISTING FIXTURES 1�"-AC

2"W&V

�"

3"-BF

1

3

4

2

1�"-AC

2

2"


1

2

3

4

TO SUPPLY THE LAVATORY.

PIPES ABOVE CEILING FROM SHOWER. ROUTE DOWN IN CHASE

CONNECT NEW �" HOT AND COLD WATER PIPING TO EXISTING

DOWN IN CHASE TO SERVE WATER CLOSET.

CEILING IN THIS LOCATION. ROUTE PIPE TO CHASE AND DROP

CONNECT NEW 1�" COLD WATER TO EXISTING MAINS ABOVE THE

PERFORMING ANY WORK.

EXISTING WASTE PIPING AND VERIFY LOCATION PRIOR TO

THAT SERVED THE SHOWERS. CONTRACTOR TO CAMERA

CONNECT NEW 3" WASTE TO EXISTING MAIN BELOW FLOOR

THE CEILING.

CONNECT NEW 2" VENT PIPE TO EXISTING MAIN ABOVE

PLUMBING

NEW WORK -

GYMNASIUM -

LARGE SCALE

ARE TO REMAIN.

IN THIS SPACE

EXISTING FIXTURES

WC1

LV1

2"W&V

�"

3"-BF

1

3

4

2"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:

HJ

BCR

1/29/2016

14640GILEAD










1700 C

OM

ME

RC

E D

RIV

E, N

W

AT

LA

NT

A, G

EO

RG

IA

30318

T: 404 605 0690

F: 404 605 0890

ww

w.sizem

oregroup.com

© 2011 SIZEMORE GROUP

GILE

AD

-B

LO

OM

FIE

LD

C

OM

PLE

X

RE

NO

VA

TIO

N

19

31

R

OC

KY

C

RE

EK

R

OA

D

MA

CO

N, G

EO

RG

IA

3

12

06

MA

CO

N-B

IB

B C

O.

RE

LE

AS

ED

F

OR

C

ON

ST

RU

CT

IO

N

No

.D

ES

CR

IP

TIO

ND

AT

E

AS SHOWN

Foresite Group, Inc.5185 Peachtree PkwySuite 240Norcross, GA 30092

o | 770.368.1399f | 770.368.1944

w | www.fg-inc.net

01

/2

9/2

01

6

S001

STRUCTURAL

GENERAL

NOTES

GENERAL

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT

SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE

THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF

THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR

SHALL IT BE EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN

PROFESSIONAL OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE

OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE

RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND

SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND

SUBMITTED BY THE CONTRACTOR.

3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR

TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR

TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR

SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE

CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN.

5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.

6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL DOCUMENTS.

DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN

ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.

7. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING

WORK. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY.

8. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES

OF CONSTRUCTION.

9. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY

DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE

CONTRACTOR.

10. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.

11. ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF STRUCTURAL

DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.

12. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE

CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS

BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR

ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO

MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

13. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE

PROJECT THAT ARE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE LOCATIONS ARE

SPECIFICALLY DETAILED OTHERWISE.

14. STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF COLD-FORMED METAL FRAMING,

OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED,

FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

CODE/DESIGN CRITERIA

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

INTERNATIONAL BUILDING CODE, 2012 EDITION WITH GEORGIA AMMENDMENTS.

2. GRAVITY LOADS

2.1 UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

ROOF 20 PSF

GROUND SNOW LOAD, Pg 5 PSF

PONDING AND DRIFT EFFECTS HAVE BEEN INCLUDED IN THE DESIGN.

2.2 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT):

ROOF:

ROOFING 5 PSF

INSULATION 5 PSF

MISCELLANEOUS 3 PSF

3. WIND LOADS:

ULTIMATE DESIGN WIND SPEED, VULT = 115

NOMINAL DESIGN WIND SPEED, VASD = 90

RISK CATEGORY: II

EXPOSURE B

INTERNAL PRESSURE COEFFICIENT = ±0.18

SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAM.

4. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS (IN INCHES) DO NOT EXCEED THE

FOLLOWING:

DEAD LOAD LIVE LOAD DEAD + LIVE LOAD

ROOF MEMBERS: L/240 L/360 L/240

WHERE, L = SPAN LENGTH (IN INCHES) BETWEEN SUPPORTS. (FOR CANTILEVERS, L IS TWICE THE LENGTH

OF THE CANTILEVER.) NOTE THAT THE TOTAL MAXIMUM CALCULATED FLOOR SYSTEM DEFECTION WILL BE

THE SUM OF THE DEFLECTIONS OF THE SUPPORTED ELEMENTS IN A BAY.

METAL DECK

1. DECK DESIGN IS BASED ON THE STEEL DECK INSTITUTE DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS

AND ROOF DECKS.

2. PROVIDE GALVANIZED ROOF DECK WITH THE FOLLOWING MINIMUM PROPERTIES:

1 1/2 INCH DEPTH

20 GAGE THICKNESS

0.234 IN3/FT SECTION MODULUS

0.201 IN4/FT MOMENT OF INERTIA

33,000 PSI YIELD STRESS

3. DECK IS SPECIFIED BASED ON A THREE SPAN CONDITION. FURNISH HEAVIER GAGE DECK IF REQUIRED FOR ONE

OR TWO SPAN CONDITIONS.

4. FASTEN ROOF DECK TO RESIST A NET UPLIFT OF 15 PSF OR AS INDICATED ON THE DRAWINGS.

5. FASTEN DECK TO RESIST A DIAPHRAGM SHEAR FORCE OF 100 POUNDS PER LINEAR FOOT.

COLD-FORMED STEEL

1. DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND THEIR CONNECTIONS SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS SEALED BY AN ENGINEER LICENSED IN THE

PROJECT STATE. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS

REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN

LOADS AND CONTRACT DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF FULL

RESPONSIBILITY FOR THE DESIGN OF THE COLD-FORMED STEEL STRUCTURAL MEMBERS AND THEIR

CONNECTIONS.

2. COLD-FORMED STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISI "SPECIFICATION

FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" OR "LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATION FOR COLD-FORMED STEEL STRUCTURAL MEMBERS".

3. COLD-FORMED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE AS SHOWN IN THE STRUCTURAL DOCUMENTS.

4. COLD-FORMED STEEL STRUCTURAL MEMBERS MAY BE ATTACHED BY EITHER WELDS OR SCREWS SIZED BY THE

MANUFACTURER FOR THE SPECIFIED DESIGN LOADS. SEE THE SPECIFICATIONS.

5. CONTRACTOR SHALL FURNISH COMPLETE FABRICATION AND ERECTION DRAWINGS FOR APPROVAL BY THE

STRUCTURAL ENGINEER PRIOR TO THE COMMENCEMENT OF FABRICATION. INCLUDE PLACING DRAWINGS FOR

FRAMING MEMBERS SHOWING SIZE AND GAGE DESIGNATIONS, NUMBER, TYPE, LOCATION AND SPACING. INDICATE

SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND DETAILS REQUIRED FOR PROPER

INSTALLATION.

6. AXIALLY LOADED BEARING STUDS SHALL BE POSITIONED SUCH THAT STUD LOCATION IS DIRECTLY UNDER JOIST

BEARING POINT UNLESS NOTED OTHERWISE IN THE STRUCTURAL DOCUMENTS.

7. SPLICES IN AXIALLY LOADED STUDS AND FLOOR OR ROOF JOISTS SHALL NOT BE PERMITTED.

8. WELDING OF COLD-FORMED STEEL SHALL BE IN ACCORDANCE WITH THE STANDARD CODE OF ARC AND GAS

WELDING IN BUILDING CONSTRUCTION.

ROOF PLAN COMPONENTS AND CLADDING

ULTIMATE WIND PRESSURE DIAGRAM

= -30 PSF/+16.0 PSF

= -40 PSF/+16.0 PSF

= -48 PSF/+16.0 PSF

NOTE: WIND PRESSURE BASED ON 50 SQUARE FOOT AREA.

NEGATIVE INDICATES PRESSURE AWAY FROM SURFACE

5'-6"

TYP

5'-6"

(E) BUILDING

(E) PRE-ENGINEERED METAL

BUILDING ROOF, SEE ARCH.

(E) PRE-ENGINEERED

METAL BUILDING ROOF,

SEE ARCH.

5:12

DECK BEARING EL = 3'-8"

SEE NOTE 5

400S162-43 MIN CFM POST,

TYP


BUILDING PURLIN, TYP


BUILDING BEAM BELOW

3.5:123.5:12

12

'-0

"5 E

Q. S

PA

=

31

'-4

"5 E

Q. S

PA

=

31'-4

"1

2'-0

"

±43'-4" FIELD VERIFY

±43'-4" FIELD VERIFY

1:1

2

1:1

2

J2

J2

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

J1

@

1

6" O

.C

.J1

@

1

6" O

.C

.

4

S102

5

S102

(E) BUILDING

0" TYP

(E) METAL BUILDING

ROOF RIDGE

86

'-8" F

IE

LD

V

ER

IF

Y

J2

J2

J2

J2

J2

J2

J2

J2

J2

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:

HJ

BCR

1/29/2016

14640GILEAD










1700 C

OM

ME

RC

E D

RIV

E, N

W

AT

LA

NT

A, G

EO

RG

IA

30318

T: 404 605 0690

F: 404 605 0890

ww

w.sizem

oregroup.com


GILE

AD

-B

LO

OM

FIE

LD

C

OM

PLE

X

RE

NO

VA

TIO

N

19

31

R

OC

KY

C

RE

EK

R

OA

D

MA

CO

N, G

EO

RG

IA

3

12

06

MA

CO

N-B

IB

B C

O.

RE

LE

AS

ED

F

OR

C

ON

ST

RU

CT

IO

N

No

.D

ES

CR

IP

TIO

ND

AT

E

AS SHOWN


o | 770.368.1399f | 770.368.1944

w | www.fg-inc.net

01

/2

9/2

01

6

S101

ROOF

FRAMING

PLAN

ROOF PLAN

3/16" = 1'-0"

1

NOTES:

1. SEE S001 FOR STRUCTURAL GENERAL NOTES.

2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS.

3. INDICATES DIRECTIONAL SPAN OF 1 1/2" 20 GA ROOF DECK. SEE 3/S102.

4. INDICATES 400S162-43 MIN JOIST.

INDICATES 600S162-43 MIN JOIST.

INDICATES 400S162-43 MIN BEAM.

5. DECK BEARING ELEVATION IS BASED ON TOP OF EXISTING DECK REFERENCE ELEVATION = 0'-0".

J1

J2

B1



METAL DECKING

CFM JOIST,

SEE PLAN

CFM BEAM,

SEE PLAN(E) METAL DECKING


BUILDING FRAME BEYOND, TYP

DECK BRNG

EL VARIES

12

3.5

5

12


BUILDING BEAM, TYP

8/S102

METAL

DECKING

CFM JOIST

18 GA PLATE

DECK BRNG

EL VARIES

(4) #10 TEK SCREWS

(4) HILTI X-U POWDER

ACTUATED FASTENERS

BLOCKING

BETWEEN FLUTES

(E) DECKING

18 GA PLATE, SIZED

TO FIT METAL

DECKING FLUTES

SEE NOTE 1

A

A

18 GA PLATE

18 GA PLATE

SEE NOTE 1

TEK SCREWS

POWDER

ACTUATED

FASTENERS

(E) METAL

DECKING

BLOCKING BETWEEN

FLUTES

CFM JOIST

SECTION A-A

NOTES:

1. FASTEN 18 GA PLATE TO A MINIMUM OF (2) FLUTES.

(E) PRE-ENGINEERED

METAL BUILDING PURLIN

(E) METAL DECKING

CFM POST,

SEE PLAN

18 GA PLATE

(4) HILTI X-U POWDER

ACTUATED FASTENERS

18 GA PLATE, SIZED TO FIT

METAL DECKING FLUTES

SEE NOTE 1

(4) #10 TEK SCREWS

DECK BRNG

EL VARIES

(E) METAL

DECKING

POWDER

ACTUATED

FASTENERS

18 GA PLATE

SEE NOTE 1

TEK SCREWS

18 GA

PLATE

BLOCKING

BETWEEN

FLUTES

CFM POST

A

A

SECTION A-A

NOTES:

1. FASTEN 18 GA PLATE TO A MINIMUM OF (2) FLUTES.



METAL DECKING

CFM JOIST,

SEE PLAN

CFM BEAM,

SEE PLAN

CFM POST,

SEE PLAN

(E) METAL DECKING


BUILDING FRAME BEYOND, TYP

DECK BRNG

EL VARIES

5

12


BUILDING BEAM, TYP

7/S102

8/S102

12

3.5

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT #:

HJ

BCR

1/29/2016

14640GILEAD










1700 C

OM

ME

RC

E D

RIV

E, N

W

AT

LA

NT

A, G

EO

RG

IA

30318

T: 404 605 0690

F: 404 605 0890

ww

w.sizem

oregroup.com


GILE

AD

-B

LO

OM

FIE

LD

C

OM

PLE

X

RE

NO

VA

TIO

N

19

31

R

OC

KY

C

RE

EK

R

OA

D

MA

CO

N, G

EO

RG

IA

3

12

06

MA

CO

N-B

IB

B C

O.

RE

LE

AS

ED

F

OR

C

ON

ST

RU

CT

IO

N

No

.D

ES

CR

IP

TIO

ND

AT

E

AS SHOWN


o | 770.368.1399f | 770.368.1944

w | www.fg-inc.net

01

/2

9/2

01

6

S102

FRAMING

DETAILS

TYPICAL ROOF DECK ATTACHMENT (36" WIDE SHEET)

3/4" = 1'-0"

(7) #10 TEK SCREWS

AT SUPPORTS

#10 SELF TAPPING

SCREWS @ 12" AT

SIDE LAPS

#10 TEK SCREWS @ 12" AT

PERIMETER OF BUILDING

36" WIDE SHEET

METAL DECK

CL OF

END

SUPPORT

CL OF

INTERMEDIATE

SUPPORT

S102

3

POST ATTACHMENT AT EXISTING METAL DECKING

3/4" = 1'-0"

7

S102

JOIST ATTACHMENT AT EXISTING METAL DECKING

3/4" = 1'-0"

8

S102

SECTION AT JOIST

3/8" = 1'-0"

5

S102

SECTION AT POST

3/8" = 1'-0"

4

S102