H USC GREGORY H&W REPLACE SOLARIUM GLAZINGpurchasing.sc.edu/solicitations/USCL Gregory - Solarium...USC GREGORY H & WC REPLACE SOLARIUM GLAZING 10/16/19 ISSUE FOR BID WAS GMC # AGRE190013

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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

[email protected], 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. [email protected], 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

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STAT

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OF SOUTH CAROL I NA

GOODWYN,MILLS &

CAWOOD,INC

GREENVILLE, SC

No. 01039

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SCALE: 1/8" = 1'-0"

RENOVATION - MAIN OVERALL

NO WORK AREA

Solarium101

NLJGFDC

2

1

HSS4X

4X3/

8

HSS4X

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8

HSS4X

4X3/

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HSS4X

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Level 1

0' - 0"

1

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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

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EF U T HORI Z

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UTH CAROLINA

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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

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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







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

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STAT

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OF SOUTH CAROL I NA

GOODWYN,MILLS &

CAWOOD,INC

GREENVILLE, SC

No. 01039

617

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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.


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





STRUCTURAL COLUMN, SEE STRUCT.

A5.21

10







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

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STAT

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OF SOUTH CAROL I NA

GOODWYN,MILLS &

CAWOOD,INC

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No. 01039

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72

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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


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

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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°


AT VERTICAL GLAZING

SECURE GLAZING WITH

STURCTURAL SEALANT AT SLOPED

CURTAIN WALL LOCATIONS

CURTAIN WALL TO

MATCH EXISTING

1'-8

"

1


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


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.


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.


WRAPPING AROUND STRUCTURE


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


AT VERTICAL GLAZING

REGIST ERED ARCH IT

ECT

STAT

E

OF SOUTH CAROL I NA

GOODWYN,MILLS &

CAWOOD,INC

GREENVILLE, SC

No. 01039

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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, 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


BREAK METAL ENCLOSURE AROUND STRUCTURE

7 1/4"

7 1/4"

DOOR STOP


J2-A

7 1/4"



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

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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






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"




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

"








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

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Su

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20

0

T:

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4.5

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RT

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WA

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WC

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PL

AC

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UE

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UE

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512

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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


TO MATCH EXISTING


TO MATCH EXISTING


TO MATCH EXISTING


TO MATCH EXISTING


TO MATCH EXISTING

REPAIR EPOXY FLOORING

TO MATCH EXISTING

REGIST ERED ARCH IT

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STAT

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OF SOUTH CAROL I NA

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CAWOOD,INC

GREENVILLE, SC

No. 01039

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FIN

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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

Documents

H USC GREGORY H&W REPLACE SOLARIUM GLAZINGpurchasing.sc.edu/solicitations/USCL Gregory - Solarium...USC GREGORY H & WC REPLACE SOLARIUM GLAZING 10/16/19 ISSUE FOR BID WAS GMC # AGRE190013