jumper carter sease roof repair east ground levelpurchasing.sc.edu/solicitations/cp00405532...

412 Meeting StreetWest ColumbiaSouth Carolina

Jumper

ArchitectsPA

CarterSease

SHEET NO:

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JUMPER

WEST COLUMBIAARCHITECTS, PACARTER SEASE

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T101

DRAWINGINDEX,

ABBREV.,CONTACTS

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14102

FEBRUARY 2015

INDEX OF DRAWINGSABBREVIATIONS PROJECT CONTACTS

ACT ACOUSTICAL TILEALUM ALUMINUMBD BOARDBLKG BLOCKINGCB CHALK BOARDCJ CONTROL JOINTCT CERAMIC TILECMU CONCRETE MASONRY UNITCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCR CLASSROOMDBL DOUBLEDS DEEP SHELVESDTL DETAILDIM DIMENSIONELEV ELEVATIONEA EACHEJ EXPANSION JOINTELEC ELECTRICALEQ EQUALEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFE FIRE EXTINGUISHERFF FINISH FLOORFLR FLOORFLOUR FLOURESCENT FIXTUREFTG FOOTINGGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASSGWB GYPSUM WALL BOARDHM HOLLOW METALHORIZ HORIZONTALID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

LAV LAVATORYMAS MASONRYMB MARKER BOARDMECH MECHANICALMFG/MFR MANUFACTURERMIR MIRRORMO MASONRY OPENINGMTL METALNSG NOSINGNIC NOT IN CONTRACTOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGPLAS LAM/PL PLASTIC LAMINATEPL PLATEPLUMB PLUMBINGPR PAIRPT PAINTRD ROOF DRAINREINF REINFORCE (D) (ING)REQ'D REQUIREDSCHED SCHEDULESEC SECTIONSHT SHEETSIM SIMILARSS STAINLESS STEELSTL STEELSWC SOLID WOOD CORETB TACK BOARDTEMP TEMPEREDTOIL TOILETTRT'D TREATEDTYP TYPICALUL UNDERWRITER'S LABORATORYVCT VINYL COMPOSITION TILEVER VERIFYVERT VERTICALVW VIEW WINDOWW/ WITHW/O WITH OUTWD WOOD

_______________________________JOB SITE ____-____-_____

UNIVERSITY OF SOUTH CAROLINA

JUMPER CARTER SEASE/ARCHITECTS, P.A.ARCHITECT 803-791-1020

_______________________________CONTRACTOR'S OFFICE ____-____-_____

OWNER ____-____-_____

VICINITY MAP

A401 BUILDING SECTION, DOOR SCEDULE, ANDDOOR & FRAME TYPES

A801 ROOF PLAN & DETAILSA901 PROJECT PHOTOGRAPHS

A201 PARTIAL DEMOLITION & FLOOR PLANS, ANDFINISH SCHEDULE

T101 DRAWING INDEX, ABBREV., CONTACTS

NOTE: FOR ABBREVIATIONS NOTNOTED ABOVED CONTACT ARCHITECT.

NOT TO SCALE

Roof Repair East Ground LevelCP00405532

University of South Carolina

KYZER & TIMMERMAN STRUCTURAL ENGINEERSSTRUCTURAL 803-791-4511

SWYGERT & ASSOCIATES CONSULTING ENGINEERSPLUMBING 803-791-9300

BELKA ENGINEERING ASSOCIATES, INC.ELECTRICAL 803-731-0650

S1 ROOF PLAN SECTIONS & DETAILS

E101 ELECTRICAL PLANS

M101 FLOOR PLANS, DETAILS, NOTES,SCHEDULES, AND LEGEND

P101 DEMOLITION FLOOR PLAN AND NOTES

ALTERNATES

ADD ALTERNATE #1:THE AMOUNT TO BE ADDED TO THE BASE BID TOFURNISH ALL LABOR AND MATERIALS REQUIRED FORABATEMENT AND PAINTING OF THE UPPER EASTEXTERIOR WALL AND PAINTING OF THE UPPER SOUTHEXTERIOR WALL.

No

Des

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tion

Dat

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SWYGERT & ASSOCIATES CONSULTING ENGINEERSMECHANICAL 803-791-9300

AB-1 ACM AND LBP ABATEMENT PLAN, CUSTODIALSTORAGE AREA

KEY PLANTRUE

NORTHPROJECT

NORTH

WORK AREA(CUSTODIAL

SUPPLY)

DRESSING 1 DRESSING 2 DRESSING 3

HALLWAY

LOUNGE

MEETING AREA

TOILET ROOM

SHOWERS

ELECTRICAL ROOM

HALLWAY

SOUVENIRS / CONCESSIONS

7

43

2

1

5

6

SYMBOL LEGENDROOM # FOR CONSTRUCTION USE

PHOTO REFERENCE #. (SEE SHEET A202)

DOOR IDENTIFICATION. (SEE SHEET 201)

EXISTING CONCRETE WALL.

EXISTING DOUBLE WYTHE BRICK WALL.

EXISTING 8" CONCRETE MASONRY UNIT WALL

EXISTING STEEL COLUMN TO REMAIN.

EXISTING FLOOR DRAIN TO REMAIN.

NEW FIRE EXTINGUISHER & BRACKET.

WALL RATING LEGEND2 HOUR FIRE RATED WALL - SEAL WALLS TODECK. FILL ALL VOIDS SOLID WITH SAFINGAND COVER WITH ACRYLIC FIRE SPRAYSPRAYED ON FIRE PROOFING. EXTERIOR SIDEAS SHOWN. ALL PENETRATIONS SHALL BEPROTECTED BY PROPER U.L. ASSEMBLY ANDTHAT ASSEMBLY CUT SHEET PROVIDED.

GENERAL NOTES1. THIS WORK CONSISTS OF REPLACING THE EXISTING

EXPIRED WOOD FRAME ROOF SYSTEM WITH A NEWNON-COMBUSTIBLE 2 HOUR FIRE RATED ROOFSYSTEM ASSEMBLY ALONG WITH MAINTAINING THEEXISTING 2 HOUR FIRE RATED PERIMETER ANDSEPARATION WALL AS REQUIRED PER 2012 IBC. NEWLIGHTING, HVAC AND OTHER MINOR IMPROVEMENTSWILL ALSO BE PROVIDED AS INDICATED.

2. THE CONTRACTOR IS TO VISIT THE SITE ANDFAMILIARIZE HIMSELF WITH THE COMPLETE WORKSCOPE AND ALL RELATED CONDITIONS PRIOR TO BID.ANY QUESTIONS OR DISCREPANCIES WITH THEINFORMATION SHOWN HEREIN MUST BE DIRECTEDTO THE ARCHITECT PRIOR TO BID.

3. THE CONTRACTOR WILL HAVE ACCESS TO THESTADIUM MONDAY THROUGH FRIDAY AND TIME ONWEEKENDS ONLY IF APPROVED BY THE OWNER 7DAYS IN ADVANCE OF SUCH WEEKEND.

4. ALL TEMPORARY FACILITIES WILL BY THERESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR IS REQUIRED TO MAINTAIN ACLEAN WORK SITE AT ALL TIMES. THE WORK AREAMUST BE CLEANED UP AT THE END OF EACH DAYMINIMUM. CONTRACTOR SHALL NOT ALLOW TRASHOR DEBRIS TO BECOME WIND BORNE SO AS TOLITTER UP ADJACENT AREAS OF THE STADIUM.

6. THE CONTRACTOR IS TO AVOID DAMAGE TOADJACENT WORK. ANY DAMAGE WILL BE REPAIRED ORREPLACED AS DECIDED BY THE OWNER WITH THECONTRACTOR SOLELY RESPONSIBLE FOR ALLRELATED COSTS.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL LIFESAFETY METHODS AND PRACTICES.

8. THE OWNER WILL REMOVE ALL ITEMS FROM THEWORK AREA THAT THE OWNER INTENDS TO SALVAGEPRIOR TO START OF CONSTRUCTION. ALLREMAINING ITEMS ARE TO BE REMOVED BY THECONTRACTOR AND DISPOSED OF IN A LEGALMANNER.

9. CONTRACTOR IS RESPONSIBLE FOR REMOVAL ANDDISPOSAL OF ALL CONSTRUCTION DEBRISASSOCIATED WITH THIS WORK. CONTRACTOR ISALSO RESPONSIBLE FOR PROVIDING DUST CURTAINSAND CLEAN-UP AT AREAS REQUIRING CUTTING ORDRILLING OF EXISTING MASONRY SO THAT DUSTDOES NOT SPREAD TO ADJACENT AREAS.

10. CONTRACTOR IS TO PROVIDE A FINAL CLEAN UP OFTHE NEW WORK & ADJACENT SPACES AS DETERMINEDBY THE OWNER & ARCHITECT DUE TO THE SPREAD OFDUST AND DEBRIS.

11. CONTRACTOR SHALL PERMANENTLY IDENTIFY WITHPAINT STENCILING ABOVE CEILING ON BOTH SIDESOF ALL FIRE RATED WALL AT 20'-0" MAXIMUMINTERVALS THE FOLLOWING: "(*) HOUR RATED FIREBARRIER - PROTECT ALL OPENINGS." (*) THE HOURRATING. (1, 2, OR 3 HOUR) WALLS AS SHOWN ONPLAN. NOTATION SHALL BE IN 3" SANS SERIF,GOTHIC OR BLOCK. CONNECT WITH CONTINUOUS2" WIDE STRAIGHT RED LINE BETWEEN EACHSTENCILED NOTATION.

12. AT RATED WALLS (TYP.) SEAL MASONRY TO ROOFDECK PER U.L. ASSEMBLY REQUIREMENTS. PACKFIRE SAFING MATERIAL SOLID IN WOIDS AND SPRAYWALLS WITH ACRYLIC FIRE SPRAY AS REQUIRED TOACHIEVE SPECIFIED RATINGS. THIS IS TYPICAL ONBOTH SIDES OF WALLS REQUIRING HOURLY RATINGS.STENCILING NOTATIONS AND CONTINUOUS REDLINES ARE NOT TO BE APPLIED ON EXTERIOR SIDE OFEXTERIOR WALLS (INSIDE PERIMETER OF EXTERIORWALLS AND INTERIOR ONLY).

13. PAINTING - ALL PAINT PRODUCTS ARE TO BE BYSHERWIN WILLIAMS IN ORDER TO MATCH EXISTINGRECENTLY COATED SYSTEMS. ALL WORK MUST BEIN STRICT ACCORDANCE WITH PAINTMANUFACTURER'S WRITTEN INSTRUCTIONS. ALLCOLORS ARE TO MATCH EXISTING. COATINGMATERIALS WILL BE PROVIDED BY THE OWNER.HOWEVER, ALL POWER TOOL CLEANING, TREATMENTOF RUST CONDITIONS AS REQUIRED, AND ANYOTHER PREPARATION REQUIRED PER THE PAINTMANUFACTURER'S WRITTEN INSTRUCTIONS, ARE THERESPONSIBILITY OF THE CONTRACTOR.

14. CONTRACTOR IS TO REMOVE ALL DEBRIS AND GRINDFLOOR SMOOTH AT ALL WALL DEMOLITION AREAS.GRIND EVEN WITH EXISTING CONCRETE FLOORSURFACE.

15. CONTRACTOR IS RESPONSIBLE FOR ALL ABATEMENTAND DEMOLITION EFFORTS. REFER TO PROJECTMANUAL FOR ABATEMENT PROCEDURES ANDADDITIONAL INFORMATION.

DEMOLITION NOTES

REMOVE EXISTING 8" CMU WALL AND DOORS ENTIRELY WITHOUTANY DAMAGE TO ADJACENT BRICK WALLS. CLEAN & REMOVEWALL RESIDUE FROM ADJACENT BRICK WALL & CONCRETE SLABSURFACES AFTER DEMOLITION.

REMOVE EXISTING WOOD DOOR & FRAME. INFILL OPENING TOMATCH EXISTING WALL CONSTRUCTION AND MAINTAIN 2 HOURFIRE RATING.

REMOVE EXISTING WOOD DOOR & FRAME. PREPARE OPENING TORECEIVE NEW 1-1/2 HOUR RATED HOLLOW METAL DOOR ANDFRAME.

REMOVE EXISTING WOOD DOOR/HOLLOW METAL FRAME.PREPARE OPENING TO RECEIVE NEW 1-1/2 HOUR RATED HOLLOWMETAL DOOR AND FRAME.

REMOVE EXISTING THROUGH WALL A.C. UNITS AND INFILLOPENING SOLID WITH 8" CMU TO MAINTAIN 2 HOUR RATING.FLUSH CMU WITH EXTERIOR WALL SURFACE TOOL JOINTS FLUSH.REMOVE ELECTRICAL BACK TO PANEL. (SEE PHOTOS #1 & #2)

REMOVE WOOD PANELS & DRYWALL ALONG WITH FURRINGSYSTEM COMPLETE AND PREPARE CONCRETE/CMU WALLSURFACES SMOOTH TO RECEIVE PAINT. COORDINATE WITHABATEMENT CONTRACTOR FOR DRYWALL REMOVAL.

REMOVE WOOD OR DRYWALL CEILING SYSTEM THIS ROOMENTIRELY. (SEE PHOTO #8). COORDINATE WITH ABATEMENTCONTRACTOR FOR WOOD AND DRYWALL CEILING REMOVAL.

REMOVE METAL LATHE/PLASTER CEILING SYSTEM THIS ROOMENTIRELY. DO NOT DAMAGE WALL. (SEE PHOTOS #9, #10, & #11)

REMOVE ACOUSTICAL CEILING TILES, LIGHTING & GRID SYSTEMENTIRELY. REMOVE LIGHTING POWER BACK TO PANEL.

REMOVE WOOD ROOF STRUCTURE ENTIRELY ALONG WITH OLDFANS & WOOD DOGHOUSE STRUCTURES ATOP ROOF. REMOVEALL ELECTRICAL (WORKING & NON-WORKING) BACK TO THE PANELSCOMPLETE. COORDINATE WITH ELECTRICAL DRAWINGS.TEMPORARILY SUPPORT ANY ELECTRICAL CONDUIT ABOVE THATDOES NOT SERVE THIS SCOPE OF WORK.

REMOVE ALL PLUMBING FIXTURES THIS ROOM AND CAP UTILITIES.SEE PLUMBING. DO NOT DAMAGE CERAMIC TILE. ALL CERAMICTILE IS TO REMAIN UNLESS NOTED OTHERWISE. (SEE PHOTOS #9& #10)

REMOVE TOILET COMPARTMENT PARTITIONS AND ALL TOILETROOM ACCESSORIES COMPLETELY. (SEE PHOTO #11)

REMOVE WATER SUPPLY & CAP AT SOURCE. SEE PLUMBING. (SEEPHOTO #8)

REMOVE HOT WATER HEATER. SEE PLUMBING. (SEE PHOTO #12)

SAW-CUT AND REFER TO ELECTRICAL DRAWINGS FOR ADDITIONALDEMOLITION INFORMATION THIS ROOM.

REMOVE EXISTING WALL HEATER & ASSOCIATED COMPONENTSCOMPLETELY. REMOVE WIRING BACK TO PANEL.

REMOVE SECTION OF DOUBLE WYTHE BRICK WALL AS REQUIREDFOR FIRE SERVICE DOOR. COORDINATE WITH STRUCTURALDETAILS PRIOR TO CUTTING OPENING & PROVIDE PROPERTEMPORARY SUPPORT

REMOVE EXISTING FIRE EXSTINGUISHER & BRACKET. RECHARGE,RETAG & REINSTALL UPON COMPLETION OF NEW WORK.

REMOVE EXISTING CEILING VENTILATION FAN & ASSOCIATEDCOMPONENTS COMPLETELY. REMOVE WIRING BACK TO SOURCE.

REMOVE OLD WOOD SHELVING & ALL OTHER EXISTING DEBRISTHIS AREA.

REMOVE GREEN CERAMIC WALL TILE AS REQUIRED FORINSTALLATION OF PERIMETER ROOF SUPPORT SYSTEM ANDPROPER FIRE SPRAY. MAINTAIN NEAT AND CLEAN REMOVAL ONLYFOR THE MINIMAL HEIGHT OF REQUIRED TILE REMOVAL.REMAINING TILE IS TO BE CONTINUOUS ALONG TOP EDGE JUSTUNDER SPRAY-ON FIRE PROOFING.

COORDINATE WITH ABATEMENT CONTRACTOR FOR REMOVAL OFYELLOW WALL TILE. CLEAN AND PREPARE WALL SURFACE TORECEIVE PAINT PER PAINTING MANUFACTURER'S WRITTENINSTRUCTIONS.

SAW-CUT TOP-OF-WALL ALONG SLOPE AS REQUIRED TO ALLREMAINING WALL TO BE TIGHT TO NEW METAL ROOF DECK. SEAL& FIRESPRAY TOP OF RATED WALL & ALLOW MASONRY COLUMNENCLOSURES AS REQUIRED FOR 2 HOUR FIRE RATED U.L.ASSEMBLY COMPLIANCE.

SEE ROOF PLAN FOR EXTENT OF TOP OF WALL REMOVAL ATEXTERIOR PERIMETER WALLS.

REMOVE TOP PORTION OF BRICK CHASE WALL AS REQUIRED TOALLOW FOR PROPER INSTALLATION OF NEW ROOF SYSTEM.MUST BE SEALED TIGHT TO DECK TO MAINTIN NEW FIRE RATINGREQUIREMENTS OF ROOF SYSTEM.

ABATEMENT-CONTRACTOR IS TO CLEAR PATH FOR STEELCONNECTIONS AND ANY BRACING REMOVAL. SEE SPECIFIEDABATEMENT PROCEDURES.

ADD ALTERNATE #1 - ABATE PREVIOUSLY PAINTED UPPER CMUWALL SURFACE ABOVE CONCRETE WALL AND PREPARE FORPAINTING. COORDINATE WITH ABATEMENT CONTRACTOR.

1

2

3

4

5

6

7

8

9

10

000

1

XXX

11

12

13

14

15

16

KEY NOTES

1 PROVIDE 2 HOUR FIRE RATING PROTECTION USING 8"x8"x16"CMU. SEAL TIGHT TO ROOF DECK & FIRE SEAL. PROVIDE ONE#4 VERTICAL CONTINUOUS, AND CENTERED AT EACHCORNER. EPOXY INTO EXISTING SLAB AND GROUT ENTIRECELL SOLID FOR THE HEIGHT OF THE WALL. PROVIDE LADDERREINFORCING AT 16" O.C. VERTICAL.

SAW CUT EXISTING CONCRETE OPENING AS REQUIRED TORECEIVE NEW DOOR & FRAME

PROTECT ADJACENT FABRIC CANOPY. REMOVE & REINSTALLIF REQUIRED.

PROVIDE 2 HOUR FIRE RATED PROTECTION AT EXISTING STEELCOLUMNS USING 8"x8"x16" CMU. GAP 8" MIN. EACH SIDE OFCOLUMN. SEAL TIGHT TO ROOF DECK & FIRE SEAL.REINFORCE HORIZONTALLY PER KEYNOTE #1 ABOVE AND TIEBACK TO EXISTING WALLS.

REPAIR MASONRY AS REQUIRED FOR NEW BEAMINSTALLATION. TIGHT TO DECK & FIRE SPRAY.

REPAINT EXTERIOR WALL SURFACES, DOORS AND DOORFRAMES TO MATCH EXISTING COLORS.

17

FE

2

FD

18

1. COORDINATE ALL DEMOLITION ANDABATEMENT EFFORTS PRIOR TOSTARTING ANY WORK.

2. SEE STRUCTURAL, PLUMBING,MECHANICAL AND ELECTRICALDRAWINGS FOR MORE INFORMATION.

19

20

3

4

21

22

23

24

25

26

27

5

6

SOUVENIRS / CONCESSIONS

SUPPLY ROOM 1102

SUPPLY ROOM 2101

ELECTRICAL ROOM105

SUPPLY ROOM 3104

SUPPLY ROOM 4103

101

102

106

104

105

1A401A201

2' - 0"

2' -

0"

2' - 0"

2' -

0"

1

1

VOMITORY(SECTIONS 16 & 17)

FD

FD

FD

FD

FD

FD

FD

103

FE

2

2FE

FE

3

4 4

4

4

4

1SIMILAR

26

26

BOTHSIDES

5

5

26

BOTHSIDES

26

BOTHSIDES

26

BOTHSIDES

5

(FULL HEIGHT OF WALL)6

ADD

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ADD ALTERNATE #1: REMAINDER OF CMU TO TOP OF WALL.BASE BID: FROM SLAB TO TOP OF CURRENTLY PAINTED CMU.

6

152

7 10

14

4

10 9 7

10 9 7

1 10 9 7

10 9 7

2

1

7 10

6

7

10 94

7

9 10 3

3

13

16

12

8 10 11

8 10 11

11

11

5

6

5

16

TYP

TYP

EXISTINGFLOORDRAINS, TYP.

16

17

1

16

FE

18

19

EXISTING CONCRETESLAB TO REMAIN

20

3

24

24

23

21

2321

23

22

22

25.27


Jumper

ArchitectsPA

CarterSease

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

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e dr

awin

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JUMPER


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PARTIALDEMOLITION &FLOOR PLANS,

AND FINISHSCHEDULE

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14102

FEBRUARY 2015

FINISH SCHEDULEROOM

# ROOM NAMEFLOORFINISH BASE TYPE WALL NORTH WALL SOUTH WALL EAST WALL WEST CEILING COMMENTS

101 SUPPLY ROOM 2 - - PAINT PAINT PAINT PAINT EXPOSED102 SUPPLY ROOM 1 - - PAINT PAINT PAINT PAINT EXPOSED103 SUPPLY ROOM 4 - - PAINT PAINT PAINT PAINT EXPOSED104 SUPPLY ROOM 3 - - PAINT PAINT PAINT PAINT EXPOSED DO NOT PAINT CERAMIC TILE. CLEAN ONLY.105 ELECTRICAL ROOM - - EXISTING EXISTING EXISTING EXISTING EXPOSED

1/4" = 1'-0"A401 A2012 PARTIAL FLOOR PLAN @ EAST GROUND LEVEL

1/4" = 1'-0"A401 A2011 PARTIAL DEMOLITION PLAN @ EAST GROUND LEVEL

PAINT SCHEDULE: (SEE GENERAL NOTE #13)

HOLLOW METAL DOORS AND FRAMES (BLACK AS EXISTING):a. SPOT PRIME WITH KEMBOND PRIMERb. INTERMEDIATE & TOP COAT - INDUSTRIAL URETHANE ALKYD ENAMEL, SEMI-GLOSS.

INTERIOR MASONRY (MATCH LIGHT GRAY EXISTING):a. PRIME WITH B151W620 PROBLOCK (EXISTING PAINTED MASONRY).b. PRIME WITH B25W25 BLOCK FILL (NEW MASONRY).c. INTERMEDIATE & TOP COAT - MULTI-SURFACE ACRYLIC (MSA), GLOSS LATEX.

EXTERIOR MASONRY (MATCH EXISTING COLORS):a. PRIME WITH LOXON CONDITIONER A24W100 (ADD ALTERNATE #1).b. PRIME WITH B25W25 BLOCK FILL (RAW MASONRY).c. INTERMEDIATE & TOP COAT - MULTI-SURFACE ACRYLIC (MSA), GLOSS LATEX. (BASE BID & ADD ALTERNATE #1)

PROJECTNORTH

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SupplyArea#5

Shower

Bathroom

ElectricalRoom

Hallway

SupplyArea#4

SupplyArea#3

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Original Tongue & Groove Ceiling Coated with Lead-Based Paint to be Removed. Found aboveTexture Ceilings Where Noted

Contractor is to be aware the drywall and spray-applied ceiling texture maybe concealed above the existing block walls in these areas. Contractor isto remove these materials, if present, while under containment.

Lead Containing Ceramic Wall Tile to be Removed

ADD ALTERNATE 1 - As an alternate to the base bid Contractor shall includeprice for removal of ACM surfacing material from top portion of existing masonrywall, for the length of the wall in this area. Contractor is to remove thesematerials down to masonry surface while under full containment. After abatementContractor Shall apply an approved encapsulant to the exposed surface.

ACM spray applied ceiling texture found above non-ACM suspended ceilingsystem this area. Suspended ceiling system and associated grid shall beremoved as an abatement task. All debris generated shall be disposed of as ACM.

ELECTRICAL ROOM105

SUPPLY ROOM 1102

TOP

OF

EXIS

TING

BRI

CK W

ALL

+/-

8' -

2"

TOP

OF

EXIS

TING

BRI

CK W

ALL

+/-

10'

- 2

"

EXIS

TING

CAS

T-IN

-PLA

CE C

ONC

. WAL

L+

/- 9

' - 6

"

2A401 A801

1A401 A801

1A401 A801

(FIE

LD V

ERIF

Y FO

R M

AXIM

UM H

EIGH

T)+

/- 4

' - 1

0 5/

8"

TOP OF MASONRY(8" ABOVE ROOF SURFACE)

12' - 1 1/8"

9' - 11 7/8"TOP OF MASONRY

(8" ABOVE ROOF SURFACE)

SERVICE DOOR BEYOND

OPEN

OPEN

2A401 A801

SIM

2 1/2"

1'-0"

1" 1'-0"

NEW SUPPORT BEAM.SEE STRUCTURAL

EXISTING CMU

EXISTING CAST-IN-PLACEWALL

EXISTING BRICKMASONRY WALL

EXISTING BRICKMASONRY WALL

+/-

+/-

STRUCTURAL ROOFDECKING & ROOF SYSTEM.

SPRAY-ON FIRE PROOFING OVERENTIRE DECK PER U.L. # P719FOR 2 HOUR FIRE RATING.

FIRE SPRAY SUPPORT BEAMSPER UL # P719 FOR 2 HOURFIRE RATING.

SPRAY-ON FIRE PROOFING AT ALLPERIMETER ANGLES AND BENTPLATES PER U.L. # X790 FOR 2HOUR FIRE RATING.

NEW 8"x8"x16" CMU COLUMNENCLOSURE FOR 2 HOURFIRE PROTECTION OFCOLUMN. CONSTRUCTTIGHT TO DECK AND FIRESPRAY AS REQUIRED FORTIGHT RATED SEAL AND U.L.ASSEMBLY COMPLIANCE.

NEW PRE-FINISHED ALUMINUMCOPING AND BRICK WALLPAPAPET EXTENSION, BEYOND.

STRUCTURAL ROOFDECKING & ROOF SYSTEM.

SPRAY-ON FIRE PROOFING OVERENTIRE DECK PER U.L. # P719 FOR2 HOUR FIRE RATING.

SPRAY-ON FIRE PROOFING ATALL PERIMETER ANGLES ANDBENT PLATES PER U.L. # X790FOR 2 HOUR FIRE RATING.

RAKE

BEA

MS

AT L

OW

RO

OF

MAI

NTAI

N 6"

CLE

ARAN

CE U

NDER

COORDINATE WITH INSTALLATION OF METAL DECKAND CONTIUOUS PERIMETER SUPPORT BENT PLATESOR ANGLES AND SAW CUT & REMOVE PORTION OFEXISTING BRICK WALL BEYOND (AND AT REAR LOWAND HIGH ROOFS) AS REQUIRED FOR PROPERINSTALLATION OF NEW ROOF SYSTEM.

+/-

1' -

1 3

/8"

2" DOOR WIDTH 2"

1

2"DO

OR

HEIG

HT

DOOR WIDTH

A

DOO

R HE

IGHT

BFLUSH

C

DOOR WIDTH

DOO

R HE

IGHT

H-1

HOLLOW METALFRAME, GROUT SOLID

CAULK CONTINUOUSEACH SIDE

EXISTING CMU,BRICK ORCONCRETE WALL.

VERIFYFIELD

J-16"

4"

EXISTING MASONRY WITH NEW OPENING.PROVIDE TEMPORARY SUPPORT ASREQUIRED FOR INSTALLATION OF NEWSTEEL FRAME.

NEW 4"x6"x1/4" ANGLE (EACH SIDE & HEAD)WELD IN PLACE TOGETHER. SEESTRUCTURAL. PAINT.

1/4" STEEL PLATE WELDED TO CORNERANGLES AT JAMBS & HEAD. SEESTRUCTURAL. PAINT.

H-2

EXISTING MASONRYWITH NEW OPENING

NEW 4"x6"x1/4" ANGLE (EACH SIDE & HEAD)WELD IN PLACE TOGETHER. SEESTRUCTURAL. PAINT.

1/4" STEEL PLATE WELDED TO CORNERANGLES AT JAMBS & HEAD. SEESTRUCTURAL. PAINT.

INSULATED SERVICE FIRE DOORMOUNTING ANGLES WELDED TO CORNERANGLES. PAINT ALL EXPOSED STEEL.

6"

4"

J-2

FLOORING, SEEFINISH SCHEDULEEXISTING CONCRETESLAB

ALUMINUM THRESHOLD

FLOORING, SEEFINISH SCHEDULE

S-1

DOO

R

EXISTING CONCRETE SLABFLOORING, SEEFINISH SCHEDULE

S-2

DOOR WIDTH

DOO

R HE

IGHT


Jumper

ArchitectsPA

CarterSease

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

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awin

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oper

ty o

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may

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ed, c

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d or

use

d in

who

le o

r in

part

with

out w

ritte

n co

nsen

t of t

he a

rchi

tect

, any

infri

ngem

nent

will

be s

ubje

ct to

lega

l act

ion

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A401

BUILDINGSECTION, DOOR

SCEDULE, ANDDOOR & FRAME

TYPES

WIL

LIAM

S BR

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STAD

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F R

EPAI

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14102

FEBRUARY 2015

3/4" = 1'-0"A201 A4011 BUILDING SECTION

DOOR SCHEDULEDOOR

#DOORTYPE

DOORWIDTH

DOORHEIGHT

DOORMATERIAL

DOORFINISH

GLASSSIZE

GLASSTYPE

FRAMETYPE

FRAMEMATERIAL

FRAMEFINISH HEAD JAMB SILL RATING REMARKS

101 A 4'-0" 7' - 2" HM PAINT - - 1 HM PAINT H-1 J-1 S-1 90 MIN. INSULATED102 A 3'-0" 7' - 2" HM PAINT - - 1 HM PAINT H-1 J-1 S-1 90 MIN. INSULATED103 B 8'-0" 8' - 0" METAL FACTORY - - - - - H-2 J-2 S-2 90 MIN. INSULATED104 A 3'-0" 7' - 2" HM PAINT - - 1 HM PAINT H-1 J-1 - 90 MIN.105 C 3'-0" 7' - 2" HM PAINT - - 1 HM PAINT H-1 J-1 S-1 - DOOR GRILLE. SEE M101.106 A 3'-0" 7' - 2" HM PAINT - - 1 HM PAINT H-1 J-1 S-1 90 MIN.

1/4" = 1'-0"

FRAME TYPES 1/4" = 1'-0"

DOOR TYPES

DOOR SCHEDULE NOTES:1. FIELD VERIFY ALL DOOR SIZES AT EXISTING OPENINGS SCHEDULED

TO RECEIVE NEW DOOR ONLY. REPAIR & MODIFY FRAME ASREQUIRED TO RECEIVE NEW DOOR & HARDWARE.

2. MODIFY WIDTH OF OPENINGS AS INDICATED TO RECEIVE NEWDOOR AND FRAME SIZE SHOWN.

3. FIELD VERIFY ALL OPENING SIZES AND CONDITIONS PRIOR TOSUBMITTAL PROCESS.

1 1/2" = 1'-0"

SILL DETAILS

No

Des

crip

tion

Dat

e

EXISTING 8" CMU WALL CONTINUINGTO UNDERSIDE OF BLEACHER PAN.

INDICATES GRANDSTANDSUPPORTING RAKEBEAMABOVE.

3A801A801

3A801A801

2A801A401

2A801A401

1A801A401

1A801A401

2A801A401

1A801A401

SIM.

SIM.

SIM.

SIM.

2A801A401

SIM.

1A801A401

REM

OVA

L O

F TO

P PO

RTIO

N O

F EX

ISTI

NG B

RICK

WAL

L (A

T HI

GH R

OO

F AR

EA)

REM

OVA

L O

F TO

P PO

RTIO

N O

F EX

ISTI

NG B

RICK

WAL

L (A

T LO

W R

OO

F AR

EA)

(SLOPE WITH RAKE)REMOVAL OF TOP PORTION OF EXIST. BRICK WALL

(SLOPE WITH RAKE)EXTENSION OF EXISTING BRICK WALL

(CO

NTIN

UOUS

HEI

GHT)

EXTE

NSIO

N O

F EX

ISTI

NG B

RICK

WAL

L

INDICATES STRUCTURAL MEMBER PENETRATIONS.COORDINATE WITH EXISTING FIELD CONDITIONSAND STRUCTURAL DRAWINGS FOR ANY OTHERSTRUCTURAL MEMBER PENETRATIONS.

NOTE:PROVIDE ROOFING MANUFACTURER'SSTANDARD PITCH POCKET DETAIL AT ALL ROOFPENETRATIONS. SMACNA COMPLIANCE ISALSO REQUIRED. (TYPICAL ALL STRUCTURAL,MECHANICAL & ELECTRICAL PENETRATIONS)

SINGLE PLY CAULK

PRE-FINISHED ALUM.COATED METAL DRIP EDGE

CONTINUOUS METAL CLEAT

CONTINUOUS TREATEDWOOD NAILER

CONTINUOUS TPO MEMBRANE

ACCEPTABLE FASTENERS AT 6" O.C. STAGGERED

TPO BONDING ADHESIVE

TPO ROOF SYSTEM MEMBRANE

3" (2-LAYERS 1 1/2") ISO INSULATION

5/8" MR. TYPE "X" GWBOVER ENTIRE ROOF DECK

SPRAY-APPLIED FIRE RESISTIVE MATERIALOVER ENTIRE DECK. THICKNESS PER ULNO. P719 FOR 2 HOUR RATIGN.

NEW METAL DECK (SEE STRUCTURAL)

SPRAY APPLIED FIRE RESISTIVEMATERIAL. THICKNESS PER UL.X790FOR PERIMETER ANGLES FOR 2HOUR RATING.

NEW PERIMETER STEEL ANGLE ORBENT PLATE (SEE STRUCTURAL)

EXISTING BRICK WALL (LOWERED ASREQUIRED TO NEAREST MORTARJOINT.

6"

TPO ROOFING SYSTEM MEMRANE

3" (2-LAYERS 1 1/2") ISOINSULATION

SINGLE PLY CAULK

FASTENER ANDSEALING WASHERS

TERMINATION BAR

BOND ADHESIVE (CLEAN &PREPARE SURFACE AS

REQUIRED)

TPO MEMBRANE

CONTINUOUS WELDEDGE SEALANT


SPRAY-APPLIED FIRE RESISTIVE MATERIALOVER ENTIRE DECK. THICKNESS PER UL

NO. P719 FOR 2 HOUR RATING.


SPRAY APPLIED FIRE RESISTIVEMATERIAL. THICKNESS PER UL.X790

FOR PERIMETER ANGLES FOR 2HOUR RATING.

NEW PERIMETER STEEL ANGLE OR BENTPLATE (SEE STRUCTURAL)

FASTENING PLATE

EXISTING CMU WALL

SPONGE TUBING

SEALING MASTIC

TPO ROOFING SYSTEM MEMRANE

3" (2-LAYERS 1 1/2") ISOINSULATION

BOND ADHESIVE (CLEAN &PREPARE SURFACE AS

REQUIRED)

TPO MEMBRANE

CONTINUOUS WELD

EDGE SEALANT


SPRAY-APPLIED FIRE RESISTIVE MATERIALOVER ENTIRE DECK. THICKNESS PER UL

NO. P719 FOR 2 HOUR RATIGN.


SPRAY APPLIED FIRE RESISTIVEMATERIAL. THICKNESS PER UL.X790

FOR PERIMETER ANGLES FOR 2HOUR RATING.

NEW PERIMETER STEEL ANGLE (SEESTRUCTURAL)

FASTENING PLATE

EXISTING BRICK MASONRY WALL

(THI

S HE

IGH T

VAR

I ES

AT S

IMILA

R SI

DE C

OND

ITIO

N.)

MAS

ONR

Y W

ALL

EXTE

NSIO

N

(CUT

TO

P BR

ICK

AS R

EQUI

RED

FOR

SLO

PED

RAKE

CO

NDIT

ION

AT E

LECT

RICA

L RO

OM

.)

CONTINUOUS TREATED WOOD NAILERANCHORED TO MASONRY WALL.

PRE-FINISHED ALUMINUM GRAVEL STOP

CONTINUOUS CLEAT

TPO LAP SPLICE WITH SEALANT

EDGE SEALANT

SPONGE TUBING

6"


Jumper

ArchitectsPA

CarterSease

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

thes

e dr

awin

gs a

re th

e pr

oper

ty o

f jum

per c

arte

r sea

se a

rchi

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s/pa

, and

may

not

be

repr

oduc

ed, c

opie

d or

use

d in

who

le o

r in

part

with

out w

ritte

n co

nsen

t of t

he a

rchi

tect

, any

infri

ngem

nent

will

be s

ubje

ct to

lega

l act

ion

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A801

ROOF PLAN &DETAILS

WIL

LIAM

S BR

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STAD

IUM

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14102

FEBRUARY 2015

1/4" = 1'-0"

ROOF PLAN

3" = 1'-0"A401 A8011 ROOF DETAIL

3" = 1'-0"A401 A8012 ROOF DETAIL

3" = 1'-0"A801 A8013 ROOF DETAIL

No

Des

crip

tion

Dat

e


Jumper

ArchitectsPA

CarterSease

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

thes

e dr

awin

gs a

re th

e pr

oper

ty o

f jum

per c

arte

r sea

se a

rchi

tect

s/pa

, and

may

not

be

repr

oduc

ed, c

opie

d or

use

d in

who

le o

r in

part

with

out w

ritte

n co

nsen

t of t

he a

rchi

tect

, any

infri

ngem

nent

will

be s

ubje

ct to

lega

l act

ion

JUMPER


C

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A901

PROJECTPHOTOGRAPHS

WIL

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CAR

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KM

14102

FEBRUARY 2015

1 2 3 4 5 6

7 8a 8b 9a 9b

11 12a 12b 12c 12d 12e

10

No

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tion

Dat

e

14102

412 Meeting Street

West Columbia

South Carolina

Architects

PA

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

Swygert & Associates

BJJ

DEM

14102

412 Meeting Street

West Columbia

South Carolina

Architects

PA

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

Swygert & Associates

BJJ

BJJ

KEY PLAN

TRUE

NORTH

PROJECT

NORTH

WORK AREA

NOT TO SCALE

1/4" = 1'-0"

2 PARTIAL ELECTRICAL RENOVATION PLAN @ EAST GROUND LEVEL 1/4" = 1'-0"

1 PARTIAL ELECTRICAL DEMOLITION PLAN @ EAST GROUND LEVEL

412 Meeting Street

West Columbia

South Carolina

Architects

PA

SHEET NO:

SHEET TITLE:

DATE:

COMM NO:

CHECKED BY:

DRAWN BY:

WIL

LIA

MS

B

RIC

E S

TA

DIU

M -

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OF

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A

TSR

CES

14102

FEBRUARY 2015

No

Description

Date

No. C00953

ASSOC. INC.

BELKA

ENGINEERING

A

N

I

L

O

RA

C

H

T

U

O

S

No. 26181

RA

N

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J

EENI

GNE

LANOISSEFORPDES

N E CI L

A

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H

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A

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