h usc gregory h&w replace solarium glazingpurchasing.sc.edu/solicitations/uscl gregory -...
Post on 21-Jun-2020
2 Views
Preview:
TRANSCRIPT
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N
BY
:
ISS
UE
D
AT
E
CH
EC
KE
D
BY
:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
11/1
8/2
019
11:
09
:44
AM
11/18/2019 11:09:44 AM
TIT
LE
SH
EE
T
T0
.01
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDWAS
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
US
C #
H3
7-9
519
50
00
33
46
-2
USC GREGORY H&W REPLACE SOLARIUM GLAZING
476 HUBBARD DRIVE LANCASTER, S.C. 29720
GENERAL CONTRACTOR TBD
ARCHITECTS GOODWYN MILLS AND CAWOOD, INC.
INTERIOR DESIGNERS GOODWYN MILLS AND CAWOOD, INC.
STRUCTURAL ENGINEERS MABRY AND ASSOCIATES, INC.
CAMPUS MAP VICINITY MAP
FOR
PROJECT TEAM
INDEX OF DRAWINGS
Sheet
Number Sheet Name
T0.01 TITLE SHEET
G1.00 LIFE SAFTEY
S1.01 SOLARIUM RENOVATION FLOOR PLANS
A0.01 SOLARIUM DEMOLITION FLOOR PLANS AND ELEVATIONS
A1.01 SOLARIUM RENOVATION FLOOR PLANS
A1.02 SOLARIUM RENOVATION ELEVATIONS
A5.21 SOLARIUM SECTIONS
A6.01 DOOR SCHEDULE, LEGEND, & DETAILS
A6.02 CURTAIN WALL TYPE
A8.01 FINISH PLAN AND LEGEND
OSE # H37-9519
PROJECT LOCATION
UP
34
30
170
34
30
170
48' - 0"
DISTANCE BETWEEN EXITS
98'-7"
64' - 0"
36' - 0"
91' - 0"
48' - 0"
DIAGONAL TRAVEL DISTANCE
144'-0"
72
30
36
0
BUSINESS GROUP B
USC GREGORY H & WC REPLACE SOLARIUM GLAZING
2015 INTERNATIONAL BUILDING CODE
mike.keeshen@gmcnetwork.comGOODWYN, MILLS & CAWOOD
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
2 PROVIDED, EXITS CLEARLY MARKED IN THE SPACE
BUSINESSPRIMARY OCCUPANCY:
ALLOWABLE BUILDING AREA
TOTAL
FIRST FLOOR
RENO/UPFITFLOOR
1
GROSS BUILDING AREA (SQ. FT.):
STORY/STORIESBUILDING HEIGHT:
HIGH RISE:MEZZANINE:
STANDPIPES:YESNOSPRINKLERS:
II-BCONSTRUCTION TYPE:
BUILDING DATA
ALTERATIONNEW CONSTRUCTION
YEAR EDITION OF CODE:
MICHAEL KEESHEN 864.527.0460
E-MAILPHONE #NAMEFIRM
ARCHITECT
POSITION
LEAD DESIGN PROFESSIONAL:
PHONE #
COUNTYCITY
STATEPRIVATECITY/COUNTY
CODE ENFORCEMENT JURISDICTION:
OWNED BY:
OWNER OR AUTHORIZED AGENT:
PROPOSED USE:
ADDRESS:
NAME OF PROJECT:
BUILDING CODE SUMMARY
ALLOWABLE AREA
IBC
GREGORY WELLNESS CENTER-SOLARIUM 476 HUBBARD DRIVE LANCASTER, SOUTH CAROLINA
SMOKE DETECTION SYSTEMS:FIRE ALARM:
LIFE SAFETY SYSTEM REQUIREMENTS
EMERGENCY LIGHTING:EXIT SIGNS:
LIFE SAFETY PLAN SHEET #, IF PROVIDED
FIRE PROTECTION REQUIREMENTS
MIXED OCCUPANCY:
EXISTING UNCHANGED EXISTING UNCHANGED
OSE
8988/100 GROSS= 90 OCCUPANTS
YESNO
YESNOYESNO
NO
G1.00
YESNOYESNOYESNOYESNO
PROJECT MGR. wes.spires@gmcnetwork.comGOODWYN, MILLS & CAWOOD WES SPIRES 864.275.0905
AREA LIMIT BY TABLE 506.2 OF IBC(Do not indicate increases for sprinklers & street frontage.)
EXISTING UNCHANGED(area limitations per story)
ALLOWABLE BUILDING HEIGHT
AS DESIGNED AS ALLOWED BY IBC
IN FEET IN STORIES IN FEET IN STORIES
ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE(PER IBC TABLE 504.3
ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE(per IBC 504.4)
TOTAL HEIGHT, INCLUDING ANY ALLOWABLE INCREASE
EXISTING UNCHANGED
27'-7 1/2"EXISTING
UNCHANGED
PRIMARY OCCUPANCY
LANCASTER
TOTAL
EXISTING UNCHANGED
BUSINESS OCCUPANT LOAD
TOTAL ALLOWED AREA OF BUILDING(summary of all stories)
EXISTING UNCHANGED
AREA AS DESIGNED PER STORY
TOTAL AREA DESIGNED
EXISTING UNCHANGED
EXISTING UNCHANGED
UNIVERSITY OF SOUTH CAROLINA -------
8988 SQ FT EXISTING UNCHANGED8988 SQ FT
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
EXISTING UNCHANGED
462 100
LIFE SAFETY LEGEND
ACTUAL OCCUPANT LOAD PER EXIT
OCCUPANTS ALLOWED PER EXIT
EXIT WIDTH
EGRESS DIRECTION
NO WORK AREA
TYPICAL DOOR SIZE
36"
DOOR EXIT WIDTH
34"
EGRESS CAPACITY
170
CALCULATION FACTOR
.20
EXIT SIGN (PROVIDE DIRECTION ARROWS AS REQUIRED)
EGRESS NOTE:
OCCUPANCY TYPE B, LESS THAN 50 PEOPLE ONLY REQUIRES ONE EXIT, TWO PROVIDED
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:30
10/15/2019 14:13:30
LIF
E S
AF
TE
Y
G1.
00
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDWAS
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/8" = 1'-0"
RENOVATION - MAIN OVERALL
NO WORK AREA
Solarium101
NLJGFDC
2
1
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
C
S1.01
2 2 2 2 2 22
NLJGFDC
2
1
C
S1.01
W12X22W12X22W12X22W12X22W12X22W12X22HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
HSS4X
4X3/
8
1 1 1
1
S1.01B
A
S1.01
Level 1
0' - 0"
1
Level 10"
1
HSS4X4X3/8" W/ 10X10X3/4" THICK PLATE. (4) 3/4" DIA. EPOXY ANCHORS AT EACH COLUMN, TYPICAL
EXISTING FOUNDATION FIELD VERIFY HEIGHT
SAW CUT AND REMOVE SLAB FORCOLUMN PLACEMENT. PATCH BACK AS REQUIRED, TYP.
D
1
EXISTING HSS6X4X3/8" TO REMAIN, ATTACH 4X8X1/4" TAB PLATE TO EACH SIDE W/ 2" OF 3/16" FILLET WELD TO EACH OF THREE SIDES, TYPICAL
NEW HSS4X4X3/8" COLUMN
2"
(3) 3/4" DIA. THRU-BOLTW/ 1/4" WING PLATE, TYPICAL.
SHORE UNTIL NEW COLUMN HAS BEEN PLACED & NEW PLATES ATTACHED, TYP.
2
RENO SOLARIUM-HIGH16'-0"
2
ANCHORS TO REMAIN
(2) 3/16" TAPCON SCREWS @ 24" O.C.
1. STRUCTURAL STEEL:1.1. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS:
(1) ALL ROLLED ANGLES, CHANNELS, PLATES, BARS ........ A-36(Fy=36ksi) (2) ALL ROLLED W SHAPES, BEAMS, COLUMNS .................. A-992(Fy=50ksi)(3) ALL BASE PLATES AND MISCELLANEOUS STEEL .......... A-36(Fy=36ksi)(4) STRUCTURAL STEEL PIPE ................................................. A-53(Fy=35ksi)(5) STRUCTURAL STEEL RECTANGULAR/SQUARE HSS ..... A-500(Fy=46ksi)(6) STRUCTURAL STEEL CIRCULAR HSS .............................. A-500(Fy=42ksi)(7) ALL ANCHOR BOLTS .......................................................... F-1554(Fy=36ksi)
1.2. BOLTED CONNECTIONS:(1) ALL CONNECTIONS (UNLESS NOTED OTHERWISE) SHALL BE MADE WITH
3/4" DIAMETER A-325X OR A-490X BOLTS.(2) OVERSIZE OR LONG SLOTTED HOLES ARE NOT ALLOWED UNLESS SHOWN ON STRUCTURAL PLANS.(3) THE SHOP DRAWINGS SHALL CLEARLY INDICATE THE TYPE OF BOLTS
USED IN EACH CONNECTION AND THE ALLOWABLE VALUES USED FOR THE VARIOUS BOLT TYPES.
(4) THE FOLLOWING MINIMUM STANDARDS APPLY:I. MINIMUM PLATE THICKNESS = 3/8"II. MINIMUM BOLT DIAMETER = 3/4"III. MINIMUM WELD = 3/16" FILLETIV. MINIMUM DESIGN LOAD ON ANY CONNECTION = 15kips
1.3. WELDED CONNECTIONS:(1) ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL
WELDING CODE-STEEL, ANSI/AWS - D1.1(2) MINIMUM WELD = 3/16" FILLET.
1.4. SPLICING OF STRUCTURAL STEEL WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.1.5. BEAM CONNECTIONS:
(1) DESIGN CONNECTIONS FOR BEAM TO BEAM AND/OR BEAM TO COLUMN TO SUPPORT 60% PERCENT OF THE UNIFORM CAPACITY SHOWN IN AISC "TABLES FOR ALLOWABLE LOADS ON BEAMS" FOR THE GIVEN SECTION AND SPAN UNLESS NOTED OTHERWISE OR REQUIRED.
1.6. ALL HSS TO HSS CONNECTIONS TO BE 80% PARTIAL PENETRATION WELDS UNLESS NOTED OTHERWISE.1.9. NON-SHRINK GROUT FOR BASE PLATES AND BEARING PLATES:
(1) NON-METALLIC, SHRINKAGE RESISTANT, PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUNDS. SEE SPECIFICATIONS.
(2) TWENTY EIGHT DAY COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 8,000 PSI.
STEEL NOTES:
1. CAST-IN-PLACE CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 1.1. NORMAL WEIGHT (150 PCF) 3000 PSI FOR ALL CONCRETE.2. ALL REINFORCING BARS TO HAVE A MINIMUM YIELD STRENGTH OF 60 KSI.3. FOOTINGS ARE LOCATED AT COLUMN LINES OR CENTER OF WALLS UNLESS SHOWN
OTHERWISE ON PLANS.4. ALL LAP SPLICES ARE TO BE CLASS 'B' SPLICES IN ACCORDANCE WITH ACI 318
UNLESS NOTED OTHERWISE.5. ALL CONCRETE FOOTINGS, ETC. SHALL HAVE CORNER BARS SAME SIZE AND
SPACING AS HORIZONTAL REINFORCEMENT, UNLESS NOTED OTHERWISE.6. PROVIDE AND INSTALL ALL PLATES, ANGLES, REINFORCING STEEL, ETC.,
EMBEDDED IN CAST-IN-PLACE CONCRETE.7. CONCRETE FORMWORK: 7.1. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED, AND
MAINTAINED ACCORDING TO ACI STANDARD 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.
7.2. RESPONSIBILITY: THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL FORM, SHORES, BACKSHORES, FALSEWORK, BRACING, AND OTHER TEMPORARY SUPPORTS SHALL BE ENGINEERED TO SUPPORT ALL LOADS IMPOSED INCLUDING THE WET WEIGHT OF CONCRETE, CONSTRUCTION EQUIPMENT, LIVE LOAD, LATERAL LOADS DUE TO WIND AND WET CONCRETE IMBALANCE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
7.3. TOLERANCE: UNLESS SPECIFIED OTHERWISE, ALL TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI STANDARD 117, STANDARD TOLERANCE FOR CONCRETE CONSTRUCTION AND MATERIALS. THE CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO VERIFY THAT WORK IS WITHIN SPECIFIED TOLERANCES.
7.4. ALL PERMANENTLY VISIBLE EDGES OF CONCRETE SHALL HAVE A 3/4" CONTINUOUS CHAMFER. THIS INCLUDES ALL SLABS, BEAMS, COLUMNS, AND WALLS.
CONCRETE NOTES:
DESIGN CRITERIA:
ROOF............................................... 20 PSF, UNREDUCED
(4) INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18
(5) DESIGN PRESSURES FOR COMPONENTS AND CLADDING
(3) WIND EXPOSURE C
(2) RISK CATEGORY - II
(1) BASIC WIND SPEED 115 MPH
(1) GROUND SNOW LOAD Pg = 10 PSF
C. ROOF SNOW LOADS:
ROOF LOAD:
WALL LOAD:
B. DEAD LOADS: ACTUAL WEIGHTS OF MATERIALS, EQUIPMENT, AND ETC.
D. WIND LOAD:
EDGE/RIDGE ZONES OR ZONE 2 USE -51.2 PSF/+18.5 PSF
INTERIOR ZONE OR ZONE 4 USE -34.8 PSF/+32.1 PSFCORNER ZONE OR ZONE 5 USE -43.1 PSF/+32.1 PSF
INTERIOR ZONE OR ZONE 1 USE -29.4 PSF/+18.5 PSF
CORNER ZONE OR ZONE 3 USE -75.6 PSF/+18.5 PSF
A. LIVE LOADS:1. LOADS:
2. BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE.EXISITNG BUILDING NOT BROUGHT UP TO CODE.
E. SEISMIC DESIGN DATA: DOES NOT GOVERN
MABRYENGINEERING ASSOCIATES,
INC.No. 3489
UTH CAROLINA
S
AT
CIF I
AO
O
ER
TC
EF U T HORI Z
AT
I ONNo. 17457
UTH CAROLINA
S
SV
T
EN
S
T
A
P
REG
ISTE
RE
D
ROFESSIONAL
EN
GI
NEE
R
LB
E
RA.
E
O
Associates, Inc.Associates, Inc.Associates, Inc.Associates, Inc.Mabry EngineeringMabry EngineeringMabry EngineeringMabry Engineering
Structural EngineersStructural EngineersStructural EngineersStructural Engineers840 Shull Street, Suite 100
Fax: (803) 926-7600
West Columbia, South Carolina 29169
Phone: (803) 926-0000
MEAI#
61
7 E
ast M
cb
ee
Str
eet,
Su
ite
20
0
T:
8
64
.52
7.0
46
0
G M
C N
E T
W O
R K
. C
O M
Gre
en
vill
e,
SC
29
601
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
19-1811
10/1
5/ 2
01
9 1
2:2
8: 2
9 P
M
10/15/2019 12:28:29 PM
SO
LA
RIU
M R
EN
OV
AT
ION
FL
OO
R P
LA
NS
S1
.01
SA
S
US
C G
RE
GO
RY
H &
WC
RE
PLA
CE
SO
LA
RIU
M G
LA
ZIN
G10/1
6/1
9
ISS
UE
D F
OR
BID
AA
S
GM
C #
A
GR
E1
90
01
3
ISS
UE
D F
OR
BID
51
2 H
ubb
ard
Dr.
La
ncaste
r, S
C 2
972
0
SCALE: 1/4" = 1'-0"RENO. SOLARIUM-FOUNDATION2
STRUCTURAL NOTES-FLOORS ( ):
1 EXISTING HSS6X4X3/8" TO REMAIN, ATTACH 4X8X1/4" TAB PLATE TO EACH SIDE W/ 2" OF 3/16" FILLET WELD TOEACH OF THE THREE SIDES AT WF CONNECTION. SEE DETAIL, TYPICAL.
2 SAW CUT AND REMOVE SLAB FOR NEW COLUMN PLACEMENT. PATCH BACK AS REQUIRED, TYP.
SCALE: 1/4" = 1'-0"RENO. SOLARIUM-HIGH1
SCALE: 3/4" = 1'-0"COLUMN FOOTING-DETAILC
SCALE: 1 1/2" = 1'-0"STEEL BEAM CONNECTION-DETAILB
SCALE: 3/4" = 1'-0"CURTAIN WALL-DETAILA
A0.01
31 1 1 1 1 1
1 12 2 2 2 2
2
1
C D F G J L N
4 4 4 4 4 4 4
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
3X3 SAW CUT, SEE LEGEND
REMOVE ANY REMAINING SEALANT AND REPLACE ANY DAMAGED OR DETERIORATED WOOD BLOCKING OR SUBSTRATE, TYPICAL ALL SIDES
A0.01
3
1111
2
1
C D F G J L N
5 5 5 5 5 5
Level 1
0' - 0"
Level 2
16' - 0"
1 1 1 1 1 1
3 3 3
2 2 2 2 2
C D F G J L N5 5 5 5 5 5
Level 1
0' - 0"
Level 2
16' - 0"
1
1
1 1
1 1
1 1
1
2 15
Level 1
0' - 0"
Level 2
16' - 0"
1
1
1 1
1 1
1 1
1
21
5
GENERAL DEMOLITION NOTES
7. EXISTING CEILING TILES SHALL BE REPLACED
8. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO DEMOLITION AND VERIFY ALL DIMENSIONS IN FIELD
9. SEE MEP DOCUMENTS FOR FULL SCOPE OF WORK
1. DEMOLITION DRAWINGS ILLUSTRATE THE GENERAL SCOPE OF DEMOLITION WORK TO BE PERFORMED, AND ARE NOT INTENDED TO BE COMPREHENSIVE OR ALL-INCLUSIVE. THE GENERAL CONTRACTOR SHALL INCLUDE THE DEMOLITION WORK INCLUDED IN DEMOLITION PLANS ALONG WITH DEMOLITION REQUIRED FOR SUCCESSFUL COMPLETION OF THE NEW CONSTRUCTION WORK TO BE PERFORMED
2. THE GENERAL CONTRACTOR SHALL PRIOR TO REMOVAL OF EXISTING ELEMENTS TEMPORARILY SHORE AND OR BRACE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED TO SUPPORT EXISTING LOADS AND OR LOADS IMPOSED DURING CONSTRUCTION
3. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY ARCHITECT OF ANY CONFLICTS WITH THE NEW SCHEDULED WORK PRIOR TO BID FOR CLARIFICATION. THE CONTRACTOR SHALL FIELD VERIFY AND NOTIFY OF ANY CONCEALED CONDITIONS EFFECTING THE WORK AND ANY DISCREPANCIES ENCOUNTERED DURING CONSTRUCTION PRIOR TO PROCEEDING WITH WORK.
4. CONTRACTOR IS RESPONSIBLE FOR BARRICADES OF AREAS OF WORK AND TO PROVIDE PROTECTED ENTRANCES AND EXITS TO AND FROM THE BUILDING.
5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE BARRIERS TO DUST AND WEATHER DURING DEMOLITION SO AS NOT TO DAMAGE EXISTING CONSTRUCTION TO REMAIN.
6. CONTRACTOR TO PATCH, REPAIR, AND REPLACE ANY EXISTING STRUCTURE, WALLS, FINISHES, AND EQUIPMENT DAMAGED BY THE REMOVAL OF ITEMS SCHEDULED TO DEMOLITION. ALL ADJACENT WALLS, CEILINGS, FLOORS, FINISHES, ETC. SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW WORK.
GENERAL NOTECONTRACTOR TO PROVIDE WEATHER PROOFING/ SECURITY DURING CONSTRUCTION FOLLOWING REMOVAL OF CURTAIN WALL SYSTEM, GENERAL CONTRACTOR TO COORDINATE.
DEMOLITION LEGEND
1 DEMOLISH CURTAIN WALL SYSTEM IN ITS ENTIRETY, MAINTAIN STRUCTURAL ELEMENTS FOR EVALUATION BY ENGINEER, IF DEEMED UNUSABLE DEMO STRUCTURE.
DEMOLISH STEEL STRUCTURE, PREPARE FOR NEW STRUCTURE.
DEMO MECHANICAL LOUVERS, SALVAGE ALL ELECTRICAL CONNECTION FOR RE-USE
SAW CUT CONCRETE AROUND COLUMNS TO BE REMOVED, SEE STRUCT.
DEMO CONNECTION FLASHING. PREPARE FOR NEW FLASHING. MAINTAIN COUNTER FLASHING . REPAIR AREAS WHERE DAMAGED.
2
3
4
5
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:26
10/15/2019 14:13:26
SO
LA
RIU
M D
EM
OL
ITIO
N F
LO
OR
PL
AN
S A
ND
EL
EV
AT
ION
S
A0
.01
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/8" = 1'-0"
DEMO SOLARIUM
1
SCALE: 1/8" = 1'-0"
DEMO SOLARIUM - HIGH
2
SCALE: 1/8" = 1'-0"
DEMO SOLARIUM ELEVATION
3
SCALE: 1/4" = 1'-0"
DEMO WEST ELEVATION
5 SCALE: 1/4" = 1'-0"
DEMO EAST ELEVATION
4
12
A5.21
A1.02
3
6 1/2" 16'-4" 15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
9'-6
"
16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4"
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
2
1
C D F G J L N
10'-7
"
98'-6 1/2"
202
195
201 200 199
198 197
196
6 1/2"
A6.02
2
A6.02
5
Solarium101
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
A5.21
10
STRUCTURAL COLUMN, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
STRUCTURAL COLUMN, SEE STRUCT.
REPAIR RESINOUS FLOORING TO MATCH EXISTING
REPAIR RESINOUS FLOORING TO MATCH EXISTING
REPAIR RESINOUS FLOORING TO MATCH EXISTING
REPAIR RESINOUS FLOORING TO MATCH EXISTING
REPAIR RESINOUS FLOORING TO MATCH EXISTING
REPAIR RESINOUS FLOORING TO MATCH EXISTING
*PROVIDE GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
7'-7 3/4"11
A5.21
98'-6 1/4"
2
1
C D F G J L N
10'-7
"16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4"
*SECURE GLAZING WITH STRUCTURALLY SEALANT AT SLOPED CURTAIN WALL LOCATIONS
11
A5.21
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:27
10/15/2019 14:13:27
SO
LA
RIU
M R
EN
OV
AT
ION
FL
OO
R
PL
AN
S
A1.
01
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/4" = 1'-0"
RENO - SOLARIUM
2
SCALE: 1/4" = 1'-0"
RENO SOLARIUM - HIGH
1
Level 1
0' - 0"
Level 2
16' - 0"
21
10'-7"
196
4'-6
1/2
"3
'-8 1
/2"
1'-8
"1
0'-9
"
PREPARE FOR NEW FLASHING, MAINTAIN COUNTER FLASHING
8
A5.21
11
A5.21
Level 1
0' - 0"
Level 2
16' - 0"
2 1
195
10'-7"
4'-6
1/2
"3
'-8 1
/2"
1'-8
"1
0'-9
"
PREPARE FOR NEW FLASHING, MAINTAIN COUNTER FLASHING
8
A5.21
Level 1
0' - 0"
Level 2
16' - 0"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
15'-9 1/2"
6 1/2"
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
C D F G J L N
98'-6 1/2"
16'-4"16'-4"16'-4"16'-4"16'-4"16'-4"
202 201 200 199 198 197
NEW OPERABLE LOVER TO MATCH EXISTING
SECURE GLAZING WITH STRUCTURALLY SEALANT AT SLOPED CURTAIN WALL LOCATIONS
PROVIDE GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
PROVIDE GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:27
10/15/2019 14:13:27
SO
LA
RIU
M R
EN
OV
AT
ION
EL
EV
AT
ION
S
A1.
02
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 3/8" = 1'-0"
RENO EAST ELEVATIONSCALE: 3/8" = 1'-0"
RENO WEST ELEVATION
SCALE: 1/4" = 1'-0"
RENO SOLARIUM ELEVATION
A5.21
1
A5.21
2
A5.21
6
A5.21
9
2
1
9'-5 1/2"
116.5
7°
63.43°
ALUMINUM BREAK METAL
WRAPPED STRUCTURE
7
A5.21
11
'-0 1
/4"
1'-4
"
SECURE GLAZING WITH
STRUCTURAL SEALANT AT SLOPED
CURTAIN WALL LOCATIONS
GASKETED GLAZING SECUREMENT
AT VERTICAL GLAZING
CURTAIN WALL TO
MATCH EXISTING
8
A5.21
COUNTER-FLASHING
FLASHING
2
EXISTING PAINTED METAL
LINTEL, TO REMAIN
EXISTING GROUT FILLED
CMU BLOCK, TO REMAINEXISTING FACE BRICK,
TO REMAIN
A5.21
3
1'-2"
SECURE GLAZING WITH
STRUCTURALLY SEALANT AT
SLOPED CURTAIN WALL
LOCATIONS
CURTAIN WALL TO
MATCH EXISTING
1
7"
116.7
2°
GASKETED GLAZING SECUREMENT
AT VERTICAL GLAZING
SECURE GLAZING WITH
STURCTURAL SEALANT AT SLOPED
CURTAIN WALL LOCATIONS
CURTAIN WALL TO
MATCH EXISTING
1'-8
"
1
ALUMINUM BREAK METAL
ENCLOSURE AROUND STRUCTURE
A5.21
4
1'-4
"
CURTAIN WALL SYSTEM,
TO MATCH EXISTING
1
ALUMINUM CURTAIN
WALL SYSTEM
EXISTING FLOOR SUBSTRATE -
SEE STRUCTURAL
A5.21
5
FLOOR FINISH,
SEE SCHED.
2
EXISTING TO REMAIN COUNTER FLASHING,
EXTEND OR REPLACE EXISTING TO REMAIN
COUNTER FLASHING AS REQ'D
TERMINATION BAR /W SEALANT
BREAK METAL FLASHING, BY MFG.
6"
12"
EXISTING PAINTED METAL
LINTEL, TO REMAIN
EXISTING GROUT FILLED
CMU BLOCK, TO REMAIN
EXISTING FACE BRICK, TO REMAIN
EXISTING STRUCTURE TO REMAIN
TAPCON STYLE SCREWS 24"
O.C., SEE STURCTURE
SECURE GLAZING WITH
STURCTURAL SEALANT AT
SLOPED CURTAIN WALL
LOCATIONS
EXSISTING STRUCTURE
TO REMAIN
1'-2
"
HSS TUBE CONT.,
SEE STRUCTURE
ALUMINUM BREAK METAL
CONT. SEE SPECS.
CONT. BACKER ROD
AND SEALANT
SHIM AS REQ'D.
CONT. BACKER ROD
AND SEALANT
SHIM AS REQ'D
P.T. WOOD BLOCKING,
SEE STRUCTURE
7 1/4"
1'-8
"
RIGID INSULATIONLevel 1
0' - 0"
1
SAW CUT EXISTING CONCRETE
ALUMINUM CURTAIN WALL SYSTEM,
MEDIUM STILE DOOR - SEE SCHEDULE
SET TRACK IN ONT. BED OF SEALANT
SEAL ALL JOINTS
FIXED ALUMINUM
CURTAIN WALL PANEL
FLOOR FINISH,
SEE SCHED.
J
STRUCT. TUBE CONT. EXISTING TO
REMAIN, SEE STURCT.
BREAK METAL WRAPPING
EXISTING TO REMAIN
P.T. CONT WD. BLKG. EXISTING
TO REMAIN, SEE STRUCTURE
6"
1/8"5 3/4"1/8"
1'-4
"
C
CONT. BACKER ROD AND
SEALANT BOTH SIDES
SHIM AS REQ'D.
GASKETED GLAZING SECUREMENT
AT VERTICAL GLAZING
EXISTING CMU
BLOCK TO REMAINEXISTING FACE
BRICK TO REMAIN
TAPCON STYLE SCREWS 24"
O.C., SEE STRUCTURE
1
J
P.T. WOOD BLOCKING,
SEE STRUCT.
STRUCT. TUBE CONT. EXISTING
TO REMAIN, SEE STURCT.
CONT. HSS TUBE,
SEE STURCT.
ALUMINUM BREAK METAL
WRAPPING AROUND STRUCTURE
ALUMINUM BREAK METAL
WRAPPING AROUND STRUCTURE
CONT. BACKER ROD
AND SEALANT
CONT. BACKER ROD
AND SEALANT
Level 1
0' - 0"
FLOOR FINISH,
SEE SCHED.
CONT. BACKER ROD AND
SEALANT BOTH SIDES
GASKETED GLAZING SECUREMENT
AT VERTICAL GLAZING
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N
BY
:
ISS
UE
D
AT
E
CH
EC
KE
D
BY
:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:17
:10
10/15/2019 14:17:10
SO
LA
RIU
M S
EC
TIO
NS
A5
.21
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
A
GR
E19
00
13
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/2" = 1'-0"
CURTAIN WALL SECTION
12
SCALE: 1" = 1'-0"
CURTAIN WALL DETAIL
1
SCALE: 1" = 1'-0"
CURTAIN WALL DETAIL
2
SCALE: 1" = 1'-0"
CURTAIN WALL DETAIL
6
SCALE: 1" = 1'-0"
CURTAIN WALL DETAIL
9
SCALE: 3" = 1'-0"
ENLARGED CURTAIN WALL DETAIL
3 SCALE: 3" = 1'-0"
ENLARGED CURTAIN WALL DETAIL
4
SCALE: 3" = 1'-0"
ENLARGED CURTAIN WALL SILL DETAIL
5
SCALE: 3" = 1'-0"
BREAK METAL SECTION DETAIL
7
SCALE: 3" = 1'-0"
CURTAIN WALL JAMB DETAIL
10
SCALE: 3" = 1'-0"
CURTAIN WALL CONNECTION DETAIL
8
SCALE: 3" = 1'-0"
CURTAIN WALL SILL DETAIL
11
CURTAIN WALL SLIDING DOUBLE DOOR CURTAIN WALL DOOR
GL-1 AL-1
SEE
SC
HED
.
DO
OR H
EIG
HT
SEE SCHED.
DOOR WIDTH
SEE
SC
HED
.
DO
OR H
EIG
HT
SEE SCHED.
DOOR WIDTH
2 1
/4"
3'-4
1/2
"2
1/4
"6
'-9 3
/4"
2 1
/4"
F2
CURTAIN WALL SYSTEM
F1
CURTAIN WALL SYSTEM
SEE
SC
HED
.
DO
OR H
EIG
HT
SEE SCHED.
DOOR WIDTH
2 1/4" 2'-10 1/4"
2 1/4"
3'-0"
2 1/4"
2'-10 1/4" 2 1/4"
9'-5 1/2"
2 1/4" 3'-8 1/4"
2 1/4"
3'-8 7/8"
2 1/4"
3'-8 7/8"
2 1/4"
3'-8 3/8" 2 1/4"
2 1
/4"
3'-4
1/2
"
2 1
/4"
3'-1
0"
2 1
/4"
2'-9
1/2
"2
1/4
"
SEE SCHED.
DOOR WIDTH
SEE
SC
HED
.
DO
OR H
EIG
HT
DOOR STOP
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR - SEE SCHEDULE
ALUMINUM CURTAIN WALL SYSTEM ,HORIZONTAL MULLION
DOOR SWEEP
FLOOR SUBSTRATE -SEE STRUCTURAL
SCHEDULED FLOOR
ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR - SEE SCHEDULE
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR - SEE SCHEDULE
ALUMINUM CURTAIN WALL SYSTEM, VERTICAL MULL
ALUMINUM CURTAIN WALL SYSTEM, 1" THERMAL GLAZING (TEMPER WHERE NOTED)
ALUMINUM CURTAIN WALL SYSTEM HORIZONTAL MULLION BEYOND
H1
S1
J1
VERTICAL MULLION BEYOND
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR -SEE SCHEDULE
S2
SET TRACK IN ONT. BED OF SEALANT SEAL ALL JOINTS
ALUMINUM CURTAIN WALL SYSTEM ,HORIZONTAL MULLION
H2-A
7 1/4"
7 1/4"
ALUMINUM CURTAIN WALL SYSTEM ,VERTICAL MULLION
CONT. BACKER ROD AND SLANT, SHIM AS REQ'D
J2-B
FIXED ALUMINUM CURTAIN WALL PANEL
7 1/4"
CONT. BACKER ROD AND SEALANT, SHIM AS REQ'D
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR - SEE SCHEDULE
BREAK METAL ENCLOSURE AROUND STRUCTURE
7 1/4"
7 1/4"
DOOR STOP
FIXED ALUMINUM CURTAIN WALL PANEL
J2-A
7 1/4"
FIXED ALUMINUM CURTAIN WALL PANEL
ALUMINUM CURTAIN WALL SYSTEM, MEDIUM STILE DOOR - SEE SCHEDULE
FLOOR FINISH, SEE SCHED.
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:28
10/15/2019 14:13:28
DO
OR
SC
HE
DU
LE
, LE
GE
ND
, & D
ET
AIL
S
A6
.01
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/2" = 1'-0"
DOOR TYPES
SCALE: 1/2" = 1'-0"
FRAME TYPES
DOOR SCHEDULE
Door Number Type
Door Frame
Type
Frame Details - Sheet A-102
Width Height Thickness Material Finish Material Finish Head Jamb Sill
195 AL-1 3' - 0" 7' - 0" 0' - 1 3/4" MTL PNT F1 HM PNT H1 J1 S1
196 AL-1 3' - 0" 7' - 0" 0' - 1 3/4" MTL PNT F1 HM PNT H1 J1 S1
197 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
198 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
199 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
200 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
201 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
202 GL-1 7' - 7 3/4" 7' - 0" 0' - 2" MTL PNT F2 HM PNT H2-A J2-A/J2-B S2
SCALE: 3" = 1'-0"
DOOR DETAILS
Level 1
0' - 0"
Level 2
16' - 0"
4'-6
1/2
"3
'-6 1
/4"
2 1
/4"
1'-8
"
2 1
/4"
3'-4
1/2
"2
1/4
"6
'-9 3
/4"
2 1
/4"
7"
2 1/4"
2'-10 1/4"
2 1/4"
3'-0"
2 1/4"
2'-10 1/4" 2 1/4"
11
A5.21
Level 1
0' - 0"
Level 2
16' - 0"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-3"
2 1/4"
6 1/2"
2 1/4"
3'-8 3/8"
2 1/4"
7'-7 3/4"
2 1/4"
3'-8 3/8"
2 1/4"
6 1/2"
2 1/4"
3'-8 3/8"
2 1/4"
7'-7 3/4"
2 1/4"
3'-8 3/8"
2 1/4"
6 1/2"
2 1/4"
3'-8 3/8"
2 1/4"
7'-7 3/4"
2 1/4"
3'-8 3/8"
2 1/4"
2 1
/4"
3'-2
1/2
"
2 1
/4"
1'-8
"
2 1
/4"
3'-4
1/2
"
2 1
/4"
3'-9
7/8
"
2 1
/4"
2'-9
5/8
"
2 1
/4"
NEW OPERABLE LOVER TO MATCH EXISTING
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-2 7/8" 2 1/4"
3 1
/2"
2'-1
1 1
/2"
2 1
/4"
3'-0
"
2 1
/4"
3'-0
"2
1/4
"
SECURE GLAZING WITH STRUCTURAL SEALANT AT SLOPED CURTAIN WALL LOCATIONS
2 1/4"
4'-2 5/8"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3 1
/2"
2'-1
1 1
/2"
2 1
/4"
3'-0
"
2 1
/4"
3'-0
"
2 1
/4"
SECURE GLAZING WITH STRUCTURAL SEALANT AT SLOPED CURTAIN WALL LOCATIONS
Level 1
0' - 0"
Level 2
16' - 0"
2 1/4"
4'-3"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
3'-8 3/4"
2 1/4"
4'-0 3/4"
2 1/4"
2 1/4"
3'-8 3/8"
2 1/4"
7'-7 3/4"
2 1/4"
3'-8 3/8"
2 1/4"
6 1/2"
2 1/4"
3'-8 3/8"
2 1/4"
7'-10"
0"
3'-8 3/8"
2 1/4"
6 1/2"
2 1/4"
3'-8 3/8"
2 1/4"
7'-7 3/4"
2 1/4"
3'-8 3/8"
2 1/4"
6 1/2"
2 1
/4"
3'-2
1/2
"2
1/4
"1
'-8"
2 1
/4"
3'-4
1/2
"2
1/4
"3
'-9 7
/8"
2 1
/4"
2'-9
5/8
"2
1/4
"
NEW OPERABLE LOVER TO MATCH EXISTING
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
ALUMINUM BREAK METAL ENCLOSURE AROUND STRUCTURE
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
GASKETED GLAZING SECUREMENT AT VERTICAL GLAZING
Level 1
0' - 0"
Level 2
16' - 0"
4'-6
1/2
"3
'-6 1
/4"
2 1
/4"
1'-8
"
2 1
/4"
3'-4
1/2
"2
1/4
"6
'-9 3
/4"
2 1
/4"
2 1/4"
2'-10 1/4"
2 1/4"
3'-0"
2 1/4"
2'-10 1/4"
2 1/4"
7"
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:13
:29
10/15/2019 14:13:29
CU
RT
AIN
WA
LL
TY
PE
A6
.02
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
AG
RE
190
013
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
SCALE: 1/4" = 1'-0"
EAST CURTAIN WALL TYPE
SCALE: 1/4" = 1'-0"
LOW CURTAIN WALL TYPE - RIGHT
SCALE: 1/4" = 1'-0"
HIGH CURTAIN WALL TYPE - RIGHTSCALE: 1/4" = 1'-0"
HIGH CURTAIN WALL TYPE - LEFT
SCALE: 1/4" = 1'-0"
LOW CURTAIN WALL TYPE - LEFT
SCALE: 1/4" = 1'-0"
WEST CURTAIN WALL TYPE
FINISH LEGEND
NUMBER TYPE DETAIL DESCRIPTION
RF RESINOUS
FLOORINGManufacturer: DURA-FLEX
Name: HYBRI-FLEX EQ
Color: FULL RANGE OF Q11 OR Q28
COLORS
FLOOR
2
1
C D F G J L N
Solarium101
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR RESINOUS FLOORING
TO MATCH EXISTING
REPAIR EPOXY FLOORING
TO MATCH EXISTING
REGIST ERED ARCH IT
ECT
STAT
E
OF SOUTH CAROL I NA
GOODWYN,MILLS &
CAWOOD,INC
GREENVILLE, SC
No. 01039
617
Ea
st
Mc
be
e S
tre
et,
Su
ite
20
0
T:
86
4.5
27
.04
60
G M
C N
E T
W O
R K
. C
O M
Gre
en
vil
le, S
C 2
96
01
DR
AW
N B
Y:
ISS
UE
D
AT
E
CH
EC
KE
D B
Y:
A
E
D
G
F
H
1 2 3 4 65 7 8 109
B
C
A
E
D
G
F
H
B
C
1 2 3 4 65 7 8 109
10/1
5/ 2
019
14
:28
:23
10/15/2019 14:28:23
FIN
ISH
PL
AN
AN
D L
EG
EN
D
A8
.01
KWT
US
C G
RE
GO
RY
H &
WC
RE
PL
AC
E
SO
LA
RIU
M G
LA
ZIN
G10/16/19
ISS
UE
FO
R B
IDMPK
GM
C #
A
GR
E19
00
13
ISS
UE
FO
R B
ID
512
Hu
bb
ard
Dr.
La
nc
as
ter,
SC
29
72
0
ROOM FINISH SCHEDULE
Room Name
Floors Walls
Floor Finish Base Finish
N Wall
Finish E Wall Finish S Wall Finish W Wall Finish
Solarium RF NA NA NA NA NA
SCALE: 1/4" = 1'-0"
FINISH PLAN
top related