ATLANTA NEW YORK WASHINGTON

©

191 Peachtree Street NESuite 2400

Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

SCOPE DOCUMENTS

The documents issued indicate the general scope of the Project. The Contractor isresponsible for complete and coordinated pricing and Work, and shall include all itemsnecessary for the proper execution and completion of the Project, whether indicated ornot. All components of the Project shall comply with any and all requirements ofnational, state, and local codes. The Contractor shall inform the Owner and Architectof any omissions, inconsistencies or errors in the information provided. If no notice isgiven and any omissions, inconsistencies or errors are discovered, the Architect'sdecisions on items of Work included in the scope shall be binding on the Contractor,when consistent with the general scope and quality of the Project.

Principal-in-Charge

Director of Design

Project Manager

Project Architect

Project No.

Date

Drawing No.

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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2014 COOPER CARRY

ISSUED FOR CONSTRUCTION

THE CENTER FOR CONNECTIVE ARCHITECTURE

Staff Architect

Intern ArchitectM:\2

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2015

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2016

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04/25/2016

20150345BILL HALTER

STAN WILLIAMS

SCOTT FLEMING

COVER SHEET - STAIR

CISCO STAIR

PROJ

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A0 .0

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TAIR

5030 SUGARLOAF PARKWAYBUILDING 6

LAWRENCEVILLE, GA 3004

TAX PARCEL NUMBER: R7036 001

PROJECT INFOPROJECT NAME:

PROJECT ADRESS:

MODIFIED SQUARE FOOTAGE:

SITE DEVELOPMENT PERMIT (CDP):

DISTRICT/LANDLOT/PARCEL NO:

ZONING DISTRICT:

B.P.R. FILE NO.:

BUILDING PERMIT NO. (BLD):

SEISMIC DESIGN CATEGORY:

CISCO STAIR

5030 SUGARLOAF PARKWAYBUILDING 6LAWRENCEVILLE GA 30044

NONE

2007-00277

7-369-001

M-2

04/030408

2007-120352008-015132008-015142008-015152008-01516

B

CLIENT CONTRACTOR ARCHITECT STRUCTURAL M.E.P.UZUN + CASE, LLC1230 PEACHTREE STREETSUITE 2500ATLANTA GA, 30309678.553.5200

NEWCOMB & BOYD303 PEACHTREE CENTER AVE, NESUITE 525ATLANTA, GEORGIA 30303407.730.8400

COOPER CARRY191 PEACHTREE STREET NESUITE 2400ATLANTA, GEORGIA 30303404.237.2000

HOLDER CONSTRUCTION COMPANY3333 RIVERWOOD PARKWAYSUITE 400ATLANTA, GEORGIA 30339770.988.3000

DRAWING INDEXA2.2

S300

E000E102

STAIR PLANS AND SECTION

SITE WALL PLANS AND SECTION

ELECTRICAL LEGEND AND SPECIFICATIONSELECTRICAL EXTERIOR STAIR

CISCO - STAIR PERMIT SET APRIL 25, 2016

APPLICABLE CODESGWINNETT COUNTY CONSTRUCTION CODE, 2015

INTERNATIONAL BUILDING CODE2012 EDITION WITH 2014 & 2015 GEORGIA STATE AMENDMENTS

INTERNATIONAL MECHANICAL CODE2012 EDITION WITH 2014 & 2015 GEORGIA STATE AMENDMENTS

INTERNATIONAL PLUMBING CODE2012 EDITION WITH 2014 & 2015 GEORGIA STATE AMENDMENTS AND IPC APPENDIX F

NFP NATIONAL ELECTRICAL CODE2014 EDITION

INTERNATIONAL EXISTING BUILDING CODE2012 EDITION WITH 2014 & 2015 GEORGIA STATE AMENDMENTS

INTERNATIONAL ENERGY CONSERVATION CODE2009 EDITION WITH 2011 & 2012 GEORGIA STATE AMENDMENTS

GENERAL NOTES1. ALL WORK SHALL BE PERFOMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY,

STATE, AND FEDERAL CODES AND ORDINANCES.2. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.3. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALL, FLOORS,

CEILINGS, OR OTHER SURFACES TO REMAIN THAT MAY BECOME DAMAGED DURINGTHE COURSE OF THE WORK.

VICINITY PLAN

TECHNICOLOR CONNECTED HOME LLC5030 SUGARLOAF PARKWAYBUILDING 6LAWRENCVILLE, GEORGIA 30044317.525.8851

ISSUANCESNo. Drawing Issue Description Date

ISSUED FOR PERMIT 04-25-2016

MSE WALLNOT BY U+C

MSE WALLNOT BY U+C

EXISTING MSE WALL

2

S3.00

NOTE: SEE ARCH. FOR DIMENSIONS AND ELEVATIONS.

STAIRS ON GRADESEE 4/S1.01

STEP FOOTING AS REQUIRED.SEE 3/S1.01

1.00 GENERAL

1.01 ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODEWITH GEORGIA STATE AMENDMENTS DATED 1 JANUARY 2015. REFERENCE TO OTHERSTANDARD SPECIFICATIONS OR CODES SHALL MEAN THE BUILDING CODE ADOPTEDEDITION OR THE NOTED EDITION, IF NOT BUILDING CODE ADOPTED.

FOUNDATIONS AND SLAB-ON-GROUND2.00

2.01 THE SPECIAL INSPECTOR SHALL INSPECT THE CONDITION AND ASSURE THEADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OFFOUNDATIONS, FOOTINGS, SLABS, AND WALLS AND SHALL SUBMIT REPORTS TO THEARCHITECT DESCRIBING THE FINDINGS INCLUDING ANY NON-CONFORMING WORK.

2.02 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTHFORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWINGPRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY THE ARCHITECTAND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.

2.03 UNLESS NOTED OTHERWISE, SLABS-ON-GROUND SHALL BE MINIMUM 4" THICK,UNREINFORCED, PLACED ON COMPACTED SUBGRADE. PROVIDE 10 MIL MINIMUMPOLYETHYLENE VAPOR RETARDER BENEATH THE FLOOR SLAB WITH JOINTS LAPPED NOTLESS THAN 6 INCHES AND TAPED. PROVIDE A 4” SUBBASE LAYER OF COMPACTED GRADEDAGGREGATE BENEATH THE VAPOR RETARDER.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR STRUCTURALCONCRETE FOR BUILDINGS". DESIGN IS BASE ON ACI 318, "BUILDING CODE REQUIREMENTSFOR STRUCTURAL CONCRETE".

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMALWEIGHT AND HAVETHE FOLLOWING MINIMUM 28-DAY STRENGTHS:

FOUNDATIONS 3000 PSIRETAINING WALLS 3000 PSI

CONCRETE MIX DESIGNS, IN ACCORDANCE WITH ACI 318 SECTION 5.3, SHALL BESUBMITTED TO THE TESTING AGENCY AND THE ARCHITECT.

3.03

THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED ANDREVIEWED BY THE SPECIAL INSPECTOR. RESPONSIBILITY FOR OBTAINING THEREQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

3.04

USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETEIS NOT PERMITTED.

3.05

THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER AT POINT OFPLACEMENT SHALL BE PROPORTIONED ACCORDING TO ACI 318 TABLE 4.4.1 FOREXPOSURE CLASS F1, MODERATE. PROVIDE AIR CONTENT THAT COMPLIES WITHFLOOR SYSTEM FIRE RATING REQUIREMENTS.

3.06

UNLESS NOTED OTHERWISE, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OFCONCRETE PLACED EACH DAY SHALL BE TAKEN BY THE TESTING AGENCY NOT LESSTHAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 100 CUBIC YARDS OF CONCRETE,NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABSAND WALLS. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE TESTSFOR EACH CONCRETE MIX, TEST SAMPLES SHALL BE MADE FROM AT LEAST FIVERANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHESARE USED. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM THEFOLLOWING TESTS IN ACCORDANCE WITH THE INDICATED STANDARD:

3.07

••

•

SLUMP: ASTM C143AIR CONTENT:

COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, (2)-6"x12"OR (3)-4"x8" CYLINDERS AT 28 DAYS, AND ONE SPECIMEN HELD IN RESERVE.

• UNIT WEIGHT OF LIGHTWEIGHT CONCRETE: ASTM C567

BEGIN CURING SLABS IMMEDIATELY AFTER FINISHING CONCRETE PER PROJECTSPECIFICATIONS. CURING METHOD SHALL BE COMPATIBLE WITH ADHERED FINISHES. AMOIST CURE OR DISSIPATING CURING COMPOUND SHALL BE USED AT CEMENTITIOUSFINISHES. SUBMIT PRODUCT DATA TO THE ARCHITECT FOR REVIEW.

3.08

CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 3/4".3.09

DETAIL CONCRETE REINFORCING AND ACCESSORIES IN ACCORDANCE WITH ACI"DETAILING MANUAL", SP-66(04). SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWINGALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEELAND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARECOMPLETED AND REVIEWED.

3.10

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTEDOTHERWISE.

3.11

WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A1064 AND SHALL BEPROVIDED IN FLAT SHEETS (ROLLS NOT PERMITTED). LAP TWO SQUARES AT SPLICES.

3.12

TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TOPLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITIONOF REINFORCING WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTIONACTIVITIES. "STICKING" DOWELS INTO WET CONCRETE IS NOT PERMITTED.

3.13

PROVIDE CONTINUOUS REINFORCING WHEREVER POSSIBLE; SPLICE ONLY ASSHOWN OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE CLASS "B"TENSION SPLICE UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZEAND SPACING OF THE SPECIFIED REINFORCING AND SHALL BE LAPPED WITHCLASS "B" TENSION SPLICES. UNLESS NOTED OTHERWISE LAP LENGTHSEXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS:

3.14

NORMALWEIGHT CONCRETE, f'c (psi)

6,000

31 DIAM

40 DIAM

39 DIAM

50 DIAM

5,000

34 DIAM

44 DIAM

42 DIAM

55 DIAM

4,000

38 DIAM

49 DIAM

47 DIAM

62 DIAM

3,000

44 DIAM

57 DIAM

55 DIAM

71 DIAM

CLASS

A

B

A

B

#6 OR SMALLER

#7 OR LARGER

BARSIZE

INCREASE THE ABOVE LAP LENGTHS BY A FACTOR OF 1.3 FOR TOPBARS AND BY A FACTOR OF 1.3 FOR LIGHTWEIGHT CONCRETE.

•

REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVERUNLESS NOTED OTHERWISE:

3.15

CONCRETE CAST AGAINST EARTH (NOT FORMED)

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18 BARS#5 BARS AND SMALLER

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:SLABS AND WALLSBEAM STIRRUPS AND COLUMN TIES

3"

1-1/2"2"

1-1/2"1"

3.16 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BYTHE ARCHITECT.

1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AFFECTING NEWCONSTRUCTION BEFORE STARTING WORK. NOTIFY THE ARCHITECT OF ANYDISCREPANCY.

1.03 NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELDCONTRADICTORY TO THOSE SHOWN IN THE CONTRACT DOCUMENTS.

1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL,MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. NOTIFY THEARCHITECT OF ANY CONFLICT AND/OR OMISSION.

1.05 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONSSHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. NOTIFY THEARCHITECT OF ANY DISCREPANCY BEFORE STARTING SHOP DRAWINGS OR ANYWORK. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

1.06 REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE ARCHITECT DOES NOTRELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOPDRAWINGS BEFORE SUBMITTAL. THE CONTRACTOR REMAINS SOLELY RESPONSIBLEFOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOPDRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIEDIN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS,METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

ASTM C173 FOR LIGHTWEIGHT CONCRETEASTM C231 FOR NORMALWEIGHT CONCRETE

AR

CH

.

SE

E

3'-0"

1'-0"

1'-0"36

" M

AX

.

12"

MIN

.

4#4 CONT.

#4 EF T&B

#4@12" EF

#4@12" EF

#3@12"

MIN

.

T

MIN.

T

2

1

2

1

TOP REINF.WHERE APPLICABLE

MIN

.

T

WALL REINF.WHERE APPLICABLE

2H

H (

2'-0"

MA

X.)

30db

#5@12"

2#5 CONT.

WWF#5@12"0'-9"2'-0"

T.O. CONCRETE

SEE PLAN

T.O. CONCRETE

SEE PLAN

2#5 CONT.

PAVEMENTOR GRADE

1/2" EXP. JT. FILLER

SEE ARCH. DRAWINGSFOR ADD'L INFO.

1'-0"

MIN

.

1'-0"

3" C

LR.

6" M

IN.

3" MIN.

TREAD INSERTSEE ARCH.

Principal-in-Charge

Project Engineer

Drawn By

Project No.

Date

Drawing No.

1

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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LM

NP

ISSUED FOR CONSTRUCTION

Uzun+Case, LLC1230 Peachtree Street NE | Suite 2500 | Atlanta, GA 30309

www.uzuncase.com | [t] 678.553.5200 | [f] 678.553.5270

CISCO STAIR

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04/21/16

16019Martin Cuadra

Chris Hines

Mitchell McKay

SITE WALL PLANS & SECTIONS

5030 SUGARLOAF PARKWAYBUILDING 6

LAWRENCEVILLE, GA 3004♦

PR

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: 160

19 P

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S3.00 SCALE: 1/4" = 1'-0"

1 RETAINING WALL SITE PLAN

S3.00 SCALE: 1" = 1'-0"

2 SECTION AT SITE WALLS3.00 SCALE: 1/2" = 1'-0"

3 TYPICAL STEPPED FOOTINGS3.00 SCALE: 1" = 1'-0"

4 TYPICAL SECTION AT STAIRS-ON-GROUND

ISSUANCES

No. Drawing Issue Description Date2 ISSUED FOR CONSTRUCTION 04.22.161

25 April 2016

GROUND FLOOR0' - 0"

TERRACE16' - 0"

EXISTING MSE WALL SYSTEM

CONCRETE STAIR

LINE OF EXISTING GRADINGMSE WALL SYSTEM

4' -

4"4'

- 10

1/2

"

MIN

MU

M G

UAR

DR

AIL

3' -

6"

REMOVE EXISTING CAP BLOCK ANDTOP COURSE OF MSE WALL

HAN

DR

AIL

3' -

0"

A2.26

GROUND FLOOR0' - 0"

TERRACE16' - 0"

FILL

FACE OF EXISTING MSE WALL

CONCRETE STAIR

GUARDRAIL

HANDRAIL

CONTRACTOR TO CONFIRMFINISH ELEVATION OF SIDEWALK

MSE CAP BLOCK BEYOND

SITE WALL

MSE CAP BLOCK

GROUND FLOOR0' - 0"

TERRACE16' - 0"

EXISTING MSE WALL SYSTEM

MSE WALL SYSTEM BEYOND

LINE OF EXISTING GRADING

GUARDRAIL SYSTEM

CONCRETE STAIR

MSE WALL SYSTEM

FOOTING

FILL

MSE CAP BEYOND

11.5 11.7

DD

EE

DD.6

DD.7

3A2.2

2A2.2

5A2.2

16' - 0"

8"X16" MODULAR SITE RETAINING WALLWITH 4" CAP TO MATCH EXISTING

8"X16" MODULAR SITE RETAINING WALLWITH 4" CAP TO MATCH EXISTING

REGRADE AND PLANT THIS AREA

FORMS AND SURFACES SILHOUTTE RAILING SYSTEM• INFILL OPTION: CABLE SYSTEM• HANDRAIL NON-ILLUMINATED

CONCRETE SIDEWALK

EXISTING CONCRETE SIDEWALK

ALIG

N

EXISTING CONCRETE SIDEWALK

LANDSCAPE

LANDSCAPE

2 1

B

A

STEP LIGHTING

FORMS AND SURFACES SILHOUTTE RAILING SYSTEM• INFILL OPTION: CABLE SYSTEM• HANDRAIL NON-ILLUMINATED

EXISTING RAIL - MODIFY TO FIT SPACE

EXISTING CAP BLOCKCAP BLOCK ON SITE WALL

7A2.2

REMOVE EXISTING CAP BLOCK AND THETOP COURSE OF EXISTING MSE WALLBETWEEN NEW WALLS

EXISTING RAIL - MODIFY TO FIT SPACE

EXISTING CAP BLOCK

EQEQ

STAINLESS STEEL PYLON• HC ACTIVATION BUTTON• CARD READER

4A2.2

WOOSTER TYPE WP-24A SPECTRA AT EACHSTAIR TREAD

2' -

0"6'

- 0"

2' -

0"

15' - 11"

7 TREADS

7' - 0"

LANDING

7' - 11"

LAN

DIN

G

9' -

2"

12 T

REA

DS

12' -

0"

2' - 0" 6' - 0" 2' - 0"

CENT

ERLIN

E OF

EXI

STIN

G PA

VER

BLO

CK

EQEQ

LANDSCAPE

EXISTING NEW

FACE OF EXISTING MSE WALL

LINE OF EXISTING GRADE

FILL

CONCRETE STAIR

MSE WALL SYSTEM

FORMS AND SURFACES SILHOUTTE RAILING SYSTEM• INFILL OPTION CABLE SYSTEM• HANDRAIL NON-ILLUMINATED

LANDSCAPE STRIP

MSE WALL SYSTEM

SITE WALL

CAP BLOCK TO MATCH EXISTING

EXISTING CAPBLOCK

SWALE

EXISTING GUARDRAIL - MODIFY TO FIT SPACE

GROUND FLOOR0' - 0"

TERRACE16' - 0"

EXISTING MSE WALL SYSTEM

SITE WALL

GUARDRAIL

3' -

10"

5' -

4 1/

2"

MSE CAP BLOCK

10' - 11" 7' - 1" 5' - 0" 9' - 11" 2' - 1"

MSE WALL SYSTEM

0' -

6 1/

2"

0' - 2"1' - 0"REMOVE CAP BLOCK AND TOP ROW OF EXISTING MSE WALL

SAFETY STRIP SET IN CONCRETE STAIR

EXISTING CONCRETE SLAB

EXISTING MSE WALL

CONCRETE STAIR

ATLANTA NEW YORK WASHINGTON

©

191 Peachtree Street NESuite 2400

Atlanta, GA 30303-1770(404) 237-2000

coopercarry.com

SCOPE DOCUMENTS

The documents issued indicate the general scope of the Project. The Contractor isresponsible for complete and coordinated pricing and Work, and shall include all itemsnecessary for the proper execution and completion of the Project, whether indicated ornot. All components of the Project shall comply with any and all requirements ofnational, state, and local codes. The Contractor shall inform the Owner and Architectof any omissions, inconsistencies or errors in the information provided. If no notice isgiven and any omissions, inconsistencies or errors are discovered, the Architect'sdecisions on items of Work included in the scope shall be binding on the Contractor,when consistent with the general scope and quality of the Project.

Principal-in-Charge

Director of Design

Project Manager

Project Architect

Project No.

Date

Drawing No.

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

BC

DE

FG

HJ

KL

MN

P

AB

CD

EF

GH

JK

LM

NP

2014 COOPER CARRY

ISSUED FOR CONSTRUCTION

THE CENTER FOR CONNECTIVE ARCHITECTURE

Staff Architect

Intern ArchitectM:\2

015\

2015

0345

\d-7

dra

win

gs\d

-7-1

revi

t\CIS

CO

BR

IDG

E AN

D S

TAIR

- C

ENTR

AL 2

015.

rvt

5/2 /

2016

7:5

2:5 8

PM

A2.2

04/25/2016

20150345BILL HALTER

STAN WILLIAMS

SCOTT FLEMING

STAIR PLAN AND SECTIONS

CISCO STAIR

PROJ

ECT N

UMBE

R: 20

1503

45 P

ROJ E

CT N

A ME:

CIS

CO S

TAIR

SHE E

T NUM

BER:

A2 .2

- ST

A IR

PLAN

AND

SEC

TION S

5030 SUGARLOAF PARKWAYBUILDING 6

LAWRENCEVILLE, GA 3004

TAX PARCEL NUMBER: R7036 001

1/4" = 1'-0"2 Section 4

1/4" = 1'-0"3 Section 3

1/4" = 1'-0"5 Section 6 1/4" = 1'-0"1

SITE PLAN - VESTIBULE & STAIR -OPTION A

1/4" = 1'-0"7 STAIR SECTION 1/4" = 1'-0"4 SECTION - STAIR STEM WALL

NOTE: EACH STAIR TREAD TO RECEIVEWOOSTER TYPE WP24A-NG

3/4" = 1'-0"6 SECTION DETAIL - STAIR LANDING

ISSUANCESNo. Drawing Issue Description Date

ISSUED FOR PERMIT 04-25-2016