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
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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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rvt
5/2 /
2016
7:5
2:4 0
PM
A0.01
04/25/2016
20150345BILL HALTER
STAN WILLIAMS
SCOTT FLEMING
COVER SHEET - STAIR
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:
A0 .0
1 - C
O VER
SH E
ET - S
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
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
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
C:\U
sers
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4/2
5/2
016 9
:35:2
2 A
M
S3.00
04/21/16
16019Martin Cuadra
Chris Hines
Mitchell McKay
SITE WALL PLANS & SECTIONS
5030 SUGARLOAF PARKWAYBUILDING 6
LAWRENCEVILLE, GA 3004♦
PR
OJE
CT
NU
MB
ER
: 160
19 P
RO
JEC
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AM
E: T
EC
HN
ICO
LOR
/CIS
CO
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IR &
VE
STI
BU
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ET
NU
MB
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: S3.
00 -
SIT
E W
ALL
PL A
NS
& S
EC
TIO
NS
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
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