Index of Drawings RE-BID WARDLAW COLLEGE …purchasing.sc.edu/solicitations/Drawings Re-Bid...

Project Location

University of South CarolinaRE-BID WARDLAW COLLEGE ROOFREPLACEMENT PROJECTSTATE PROJECT No.: 50003317-2Project Address820 SUMTER STREETCOLUMBIA, SOUTH CAROLINA 29208

VICINITY MAP

SITE LOCATION

Abbreviations

Details / Elevations / Sections Identifier

MAX.

MIN.

N.I.C

NTS

O.C.

O.H

TYP.

SIM.

MAXIMUM

MINIMUM

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

TYPICAL

SIMILAR

XXXX

ELEVATION / DETAIL / SECTION LABEL

SHEET SHOWN ON

GeneralG-101 COVER SHEET

ArchitecturalA-101 ROOF PLANA-102 ROOF PLAN: WIND ZONESA-502 ROOF DETAILSA-503 ROOF DETAILSA-504 ROOF DETAILSA-505 ROOF DETAILSA-506 ROOF DETAILSA-507 ROOF DETAILSA-508 ROOF DETAILSA-509 ROOF DETAILS AND

SMACNA DETAILS

Structural (Alternate No.2)S-100 STRUCTURAL GENERAL NOTESS-101 ENLARGED ROOF PLAN AREA FS-200 ELEVATIONS AND DETAILSS-201 SECTIONS AND DETAILS

Index of Drawings

SHADING IDENTIFIES EXISTING

CONDITIONS AND NOT IN SCOPE OF WORK

PROJECT SITE

LOCATION

Consulting Engineers and Scientists

CLIENT

UNIVERSITY of SOUTH CAROLINA743 Greene StreetColumbia, South Carolina

Mr. Dale Branhame: [email protected]: 803.777.1288

ENGINEERING CONSULTANT

TERRACON CONSULTANTS, INC.2701 Westport RoadCharlotte, North Carolina

Mr. Stewart S. Swing, RRO, E.I.Senior Staff Engineer I Facilitiese: [email protected]: 704.594.8905

PROJECT NAME AND ADDRESS:

ISSUE DATE:

DESIGNED BY:

TERRACON'S PROJECT NUMBER:

PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:

ADDENDUM:No.: DATE: DESCRIPTION:

SHEET NUMBER:

01.28.2020

TITLE SHEET:

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EGM II

ENGINEER STATE LICENSE SEAL

ISSUED FOR RE-BIDDING


2701 Westport Road

Charlotte, North Carolina

p: 704.509.1777

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Project No. FH186084

Terracon SC License No. 2220

G-101

COVER SHEET

26'-0"

61'-0"

74'-6"

23'-8"

98'-9" 64'-6"

4'-3"

101'-0" 25'-0"

77'-10"

26'-0"

20'-11

1

2

"14'-3"

30'-8"

45'-6"

SV

SV

SV

SCP

ELEVATED HVAC

SCP

ON STEEL PLATFORMDP

SLT

SLT

EB

SLT SLTEB EB

SCP

SCP

SLT

EB

SL

SV

RD

SV

SV

ELEVATED HVACON STEEL PLATFORM

RD RD

RD RD

RD

RD

NOSNOS

NOS NOS

NOSNOSNOS

RD

RD

RD

RD

NOS NOS

NOS

NOS

NOS

NOS

NOS

NOS NOS

NOSNOS

RD

RD

RIDGE LINE

RIDG

E LIN

E

RD

RD

RD

NOS

NOS

NOS

NOS

RDRD

RDRD

NOS

NOS NOS

NOS

RIDGE LINE

ROOF AREA BMETAL DECK

101'-1"

ROOF AREA C3CONCRETE DECK

METAL STAIRS

CONDENSATELINE (TYP.)

CORNICE

ELECTRICALCONDUIT

ELECTRICALCONDUIT

CORNICE

CORNICE

ELECTRICALCONDUIT

STAIRS

ELEVATEDDUCT (TYP.)

ELECTRICALCONDUIT (TYP.)

CORNICE

CORNICE

DS

DS

SV SV

CCCC

CCSV

CORNICE

CONDENSATELINE (TYP.)

25A-506

24A-506

26A-507

23A-506

10A-503

TYP.

7A-502

SIM.

26A-507

9A-503

27A-507

28A-507

TYP.

2A-501

1A-501

4A-501

4aA-501

TYP.

8A-502

3A-501

5A-502

6A-502

7A-502

9A-503

16A-504

22A-506

18A-505

37A-509

17A-505

19A-505

11A-503

12A-503


15A-504

15A-504SIM.

33A-508

TYP.SIM.

TYP.

30A-508

TYP.

32A-508

34A-508

TYP.

34A-508

TYP.

32A-508

31A-508

31A-508

TYP.SIM.

ROOF AREA ELIGHTWEIGHT

CONCRETE DECK

30A-508

TYP. TYP.

TYP.

TYP.

TYP.

SIM.

TYP.

33A-508

31A-508

TYP.SIM.

31A-508TYP.SIM.

34A-508

TYP.

35A-508

TYP.

35A-508

30A-508

TYP.

ROOF AREA ACONCRETE DECK



ROOF AREA FCONCRETE DECK

ROOF AREA DCONCRETE DECK

20A-505

6 WINDOWLOCATIONS

37A-509

6 WINDOWLOCATIONS

(OPP.)

34A-508

13A-504

9A-503

SIM.

ROOF AREA GNOT IN CONTRACT

14A-504

13A-504

SIM.

13A-504

35A-508

23A-506

DS

A-101


ISSUE DATE:

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LTH

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SHEET NUMBER:

01.28.2020

TITLE SHEET:

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EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



ROOF PLAN

1

WARDLAW COLLEGE ROOF PLAN

SCALE: 1/16" = 1'-0"

LEGEND

RD

CONSTRUCTION NOTES

SV

1. CONTRACTOR TO FIELD VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS.

2. ELECTRICAL CONDUITS, BOXES ,OUTLET ANDCABLES MAY REQUIRE POWER TO BEDISCONNECTED PRIOR TO PERFORMING THE WORK.CONTRACTOR TO COORDINATE WITH OWNER PRIORTO REMOVAL.

3. ABANDONED EQUIPMENT TRUSSES AND POURABLESEALER SHOULD BE REMOVED AND DISCARDED.

4. RAISE ALL CURBS TO ACHIEVE AN 8" MINIMUMFLASHING HEIGHT.

5. CLEAN, PRIME AND PAINT BIRD HOUSES AT ROOFAREAS A, C AND D.

6. STAIRS AT ROOF AREA C3 WILL NEED TO BEREMOVED AND REINSTALLED ONCE NEW ROOFINSTALLATION IS COMPLETED.

7. ALL EQUIPMENT SUPPORTS AND PIPEPENETRATIONS ARE TO BE LIQUID FLASHED.

8. EXISTING DRAIN INSERTS WILL NEED TO BEREMOVED AT ALL DRAINS TO ALLOW FOR NEWRETRO-FIT INSERT.

9. MECHANICAL UNIT STRUTS THAT ARE ATTACHED TOPARAPET WALL WILL NEED TO BE REMOVED,STORED AND REINSTALLED ONCE NEW ROOFING ISCOMPLETED. STRUTS TO BE FLASHED WITH NEWLIQUID APPLIED FLASHING.

10. NEW CONCRETE PAD AND DOORS TO BE INSTALLEDAT ROOF AREAS A AND D.

11. BASE FLASHING HEIGHTS WILL VARY AT SECTIONSWHERE WALL METAL PANELS ARE TO HAVECONSISTENT HEIGHT.

12. ROOF AREA C2 WILL NEED CONCRETE REPAIR WORKAT WALLS TO COMPLETE NEW ROOFINGINSTALLATION.

13. PULL TEST AT LIGHTWEIGHT CONCRETE DECKSHOULD BE CONDUCTED PRIOR TO NEW ROOFINGINSTALLATION.

14. CRICKETS SHOULD BE INSTALLED AT ALL CURBSTHAT EXCEED 24" INCHES IN WIDTH.

15. CONTRACTOR TO REMOVE AND INSTALL NEWCOPING CAP AT ROOF AREA G TO ACCOMMODATENEW PARAPET WALL HEIGHT AT ROOF AREA B.

TAPERED INSULATION

TAPERED SLOPE DIRECTION

STRUCTURAL SLOPE

ROOF DRAIN

SANITARY VENT

EQUIPMENT UNIT

PARAPET WALL/CORNICE

ELEVATED DUCT

SCUPPER

SKYLIGHT

EQUIPMENT SUPPORT

VENTILATOR

COVERED CURB

SECURITY LIGHT

ELECTRICAL BOX

NEW OVERFLOW SCUPPER

GUTTER/DOWNSPOUT

DUCT SUPPORT PEDESTAL

DETAIL FLAG No. #

NOT IN CONTRACT

SCP

LS

CC

SLT

EB

NOSDS

ALTERNATE No.1:(TYPICAL ON ALL SHEETS)1. INSTALL ROOFING SYSTEM UTILIZING ADHESIVE, AND

COLD APPLIED - ADHESIVE IN LIEU OF HOT-APPLIEDASPHALT.

1. RE-ROOFING OF ROOF AREAS A, B, C1, C2, C3, C4, D, E AND Fa. LOW SLOPE ROOF AREAS TO RECEIVE NEW TWO-PLY MODIFIED

BITUMEN ROOFING SYSTEM.b. ROOF AREA C2 TO RECEIVE LIQUID PMMA ROOFING SYSTEM.

2. COATING OF VENTS (BIRDHOUSES) AT ROOF AREAS A, C, AND D.

3. WALL PANEL INSTALLATION AT AREAS A, C, D, AND E.

4. SEALANT INSTALLATION AT WINDOW PERIMETER.

5. MISCELLANEOUS WORK INCLUDES, BUT IS NOT LIMITED TO, THE INSTALLATIONOF EDGE METAL, COPING, NEW OVERFLOW SCUPPERS, RETROFIT ROOF DRAINS,GUTTERS, DOORS, DOWNSPOUTS, AND FLASHING.

6. REMOVE AND REPLACE STUCCO (TO MATCH EXISTING) AT ROOF AREA F.

BASE BID:

N

SCOPE OF WORKNOT IN SCOPE OF WORK

KEY PLAN

ROOF AREA B

ROOF AREA A

ROOF AREA C2

ROOF AREA C3

ROOF AREA C4

ROOF AREA C

ROOF AREA D

ROOF AREA F

ROOF AREA E


SLT EB

SL


RD

RD

NOS

RD

NOS

NOS

ROOF AREA BMETAL DECK


ROOF AREA ACONCRETE DECK

ROOF AREA CCONCRETE DECK



ROOF AREA DCONCRETE DECK

ROOF AREA FLIGHTWEIGHT

CONCRETE DECK

ROOF AREA FCONCRETE DECK

12'-0"

(TYP.)

12'-0"

(T

YP

.)

12'-0"

(TYP.)

A-102


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

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RE-BI

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DLAW

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ROOF

REPL

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2701 Westport Road


p: 704.509.1777

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ROOF PLAN:

WIND ZONES

(ALTERNATE No.1)

1

WARDLAW COLLEGE ROOF PLAN: WIND ZONES

SCALE: 1/16" = 1'-0"

LEGEND

CODE SUMMARY(ROOF AREA C4 ONLY)

SCOPE OF WORKNOT IN SCOPE OF WORK

KEY PLAN

SOUTH CAROLINA BUILDING CODE (2015 EDITION) ANDASCE 7-10

BASIC WIND SPEED = 120 MPHCATEGORY = IIIEXPOSURE CATEGORY = CINTERNAL PRESSURE COEF. = +/- 0.18

THE NEW ROOF SYSTEM SHALL BE DESIGNED ANDCONSTRUCTED TO MEET THE FOLLOWING WIND UPLIFTPRESSURES:

1. FIELD ZONE = - 56.93 PSF2. PERIMETER ZONE = - 92.97 PSF3. CORNER ZONE = - 121.79 PSF

PERIMETER ZONE IS 12'-0" WIDECORNER ZONE IS 12'-0" X 12'-0"

FIELD ZONE

PERIMETER ZONE

CORNER ZONE

N

CODE SUMMARYSOUTH CAROLINA BUILDING CODE (2015 EDITION) ANDASCE 7-10

BASIC WIND SPEED = 120 MPHCATEGORY = IIIEXPOSURE CATEGORY = CINTERNAL PRESSURE COEF. = +/- 0.18

THE NEW ROOF SYSTEM SHALL BE DESIGNED ANDCONSTRUCTED TO MEET THE FOLLOWING WIND UPLIFTPRESSURES:

1. FIELD ZONE = - 41.78 PSF2. PERIMETER ZONE = - 70.10 PSF3. CORNER ZONE = - 105.50 PSF

PERIMETER ZONE IS 12'-0" WIDECORNER ZONE IS 12'-0" X 12'-0"

ALTERNATE No.1:(TYPICAL ON ALL SHEETS)1. INSTALL ROOFING SYSTEM UTILIZING ADHESIVE, AND

COLD APPLIED - ADHESIVE IN LIEU OF HOT-APPLIEDASPHALT.

ROOF AREA B

ROOF AREA A

ROOF AREA C2

ROOF AREA C3

ROOF AREA C4

ROOF AREA C

ROOF AREA D

ROOF AREA F

ROOF AREA E

1

PARAPET WALL DETAIL AT ROOF AREA B

3"=1'-0"

TERMINATION BAR AND SEALANT

NEW 3/4" PLYWOOD SHEATHINGNEW TAPERED EDGE STRIPNEW SELF ADHERING MEMBRANE

NEW STANDING SEAM COPING CAP WITHCONTINUOUS CLEAT ON BOTH SIDES

EXISTING WOOD BLOCKING (TYP.)

NEW BASE FLASHING MEMBRANENEW BACKER PLY MEMBRANENEW 1/4" EXTERIOR GRADEGYPSUM SHEATHINGNEW CANT STRIPNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)

NEW TAPERED INSULATION(ADHERED)

2

SKYLIGHT AT ROOF AREA B

3"=1'-0"

3

PARAPET WALL DETAIL AT ROOF AREA B EDGE

3"=1'-0"

NEW BASE FLASHING MEMBRANENEW BACKER PLY MEMBRANENEW 1/4" EXTERIOR GRADEGYPSUM SHEATHING

NEW CANT STRIPNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)






NEW METAL FLASHING

2


NEW SEALANT TAPEEXISTING WOOD BLOCKING (TYP.)

NEW BASE FLASHING MEMBRANE

NEW BACKER PLY MEMBRANENEW 1/4" EXTERIOR GRADEGYPSUM SHEATHINGNEW CANT STRIPNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)


REMOVE AND RE-INSTALL EXISTINGSKYLIGHT SYSTEM

NEW 5/8" GYPSUMUNDERLAYMENT (LOOSE LAID)

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

NEW 2" BASE INSULATION(MECHANICALLY FASTENED)

EXISTING METAL DECKEXISTING STRUCTUREEXISTING WOOD BLOCKING (TYP.)

4

PARAPET WALL DETAIL

3"=1'-0"

2 2

4a

THROUGH-WALL SCUPPER DETAIL

3"=1'-0"


NEW 5/8" GYPSUMUNDERLAYMENT (LOOSELY LAID)

EXISTING METAL DECKEXISTING STRUCTURE








NEW BASE FLASHING MEMBRANENEW BACKER PLY MEMBRANENEW 1/4" EXTERIOR GRADEGYPSUM SHEATHINGNEW CANT STRIPNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)







NEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)


NEW CAP SHEET MEMBRANE

4" MINIMUMOVERLAP

NEW LIQUID APPLIED FLASHINGWITH REINFORCEMENT

NEW METAL FLASHING LINERSECURED TO WALL AND DECK


8" M

INIM

UMFL

ASHI

NG H

EIGH

T

NEW WOOD BLOCKING (TYP.)

NEW METAL WALL FLASHING (BEYOND)

NEW STANDING SEAM COPING CAP WITHCONTINUOUS CLEAT ON BOTH SIDES (BEYOND)

ROOF AREA NOT INCONTRACT

EXISTING THROUGH-WALL SCUPPERCONDITION PHOTOGRAPH

ROOF AREA A

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

ROOF AREA B

ROOF AREA NOT INCONTRACT


EQEQ

NEW 3/4" PLYWOODSHEATHING

NEW HAT CHANNEL (TYP.)

2 2

NOTE:CRICKET NOT SHOWN FOR CLARITY

22

NEW SELF-ADHERINGMEMBRANENEW METAL PANEL (TYP.)


ISSUE DATE:

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TITLE SHEET:

Unive

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RE-BI

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2920

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EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-501

ROOF DETAILS

0 6" 9"3"0 6" 9"3"0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

NEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANE

NEW BACKER PLY MEMBRANE






NEW BASE FLASHING MEMBRANENEW BACKER PLY MEMBRANE

NEW 1/4" EXTERIOR GRADEGYPSUM SHEATHINGNEW CANT STRIPNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)






NEW SELF ADHERINGMEMBRANE

NEW METAL PANEL


NEW TAPERED INSULATION(1/4":12 SLOPE) (ADHERED)

NEW BASE SHEET MEMBRANE

NEW BASE INSULATION(ADHERED)

EXISTING CONCRETE DECK

NOTE:1. FLASHING HEIGHT WILL BE DIFFERENT

ALONG SLOPES TO ACHIEVECONSISTENT HEIGHT IN METAL PANELS.

2. CRICKETS NOT SHOWN FOR CLARITY

NEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)


NEW BASE SHEET MEMBRANE(PRIMER)

NEW BASE INSULATION



RIDG

E LI

NE

5

PARAPET WALL DETAIL

3"=1'-0"

6

RIDGE DETAIL AT ROOF AREA A

3"=1'-0"

RIDG

E LI

NE

1/8": 12" SLOPE 1/4": 12" SLOPE

7

PARAPET WALL DETAIL AT ROOF AREA A

3"=1'-0"



NEW 2" BASE INSULATION(ADHERED)


NEW METAL RECEIVER, COUNTERFLASHING & RIVET'S SPACED AT 12" O.C.

NEW WIND CLIP AT 18" O.C.

NEW CANT STRIP





NEW METAL PANEL


8" M

INIM

UMFL

ASHI

NG H

EIGH

T





NEW PRIMER

NEW PRIMER




AREA B AREA A

EQEQ

CRICKETS NOTSHOWN FOR

CLARITY

2 2

NEW TERMINATION BARAND SEALANT

NEW METAL RECEIVER,COUNTER FLASHING & RIVET'SSPACED AT 12" O.C.

NEW WIND CLIP AT 18" O.C.

NEW 3/4" MINERAL PERLITE(ADHERED)

NEW BASE FLASHING MEMBRANE


8" M

INIM

UMFL

ASHI

NG H

EIGH

T


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

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DLAW

COLL

EGE

ROOF

REPL

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2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-502

ROOF DETAILS

0 6" 9"3"

0 6" 9"3"0 6" 9"3"


NEW BASE SHEETMEMBRANE

NEW BASEINSULATION (ADHERED)

NEW TAPEREDINSULATION (ADHERED)

NEW 3/4" MINERALPERLITE (ADHERED)


NEW METAL RECEIVER,COUNTER FLASHING &RIVET'S SPACED AT 12"O.C.NEW TERMINATIONBAR AND SEALANT

NEW CANT STRIP

NEW BASE PLY MEMBRANE

NEW BASE FLASHINGMEMBRANENEW BACKERPLY MEMBRANE




NEW METAL PANELNEW HAT CHANNEL (TYP.)

EXISTING WOODBLOCKING (TYP.)



8

PARAPET WALL DETAIL ROOF AREA A

3"=1'-0"

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

9

DOOR THESHOLD DETAIL AT ROOF AREAS A & D

3"=1'-0"

NEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANE



NEW BASE SHEET MEMBRANENEW PRIMER


NEW CANT STRIP

NEW BACKER PLYMEMBRANE

NEW BASE FLASHINGMEMBRANE


NEW METAL FLASHING

NEW EXTERIOR DOOR

NEW THRESHOLDNEW SEALANT

7" M

AXIM

UMHE

IGHT

NEW CONCRETE PADNEW DOWEL RODS

EXISTING CONCRETEDECK

CL EXISTING ROOF DRAIN BOWL

CL

10

TYPICAL RETRO-FIT ROOF DRAIN (TYPICAL)

3"=1'-0"



NEW 2" BASE INSULATION (ADHERED)

EXISTING CONCRETE DECKNEW PRIMER

NEW STRIPPING PLY

NEW ROOF DRAIN SUMPINSULATION

NEW LEAD FLASHING



NEW SEALANT

NEW TAPERED INSULATION (ADHERED)

NEW RETRO-FIT ROOF DRAIN

NEW SELF-ADHERING MEMBRANE

62 2

6

5"

5"

3"

NEW BASE SHEETMEMBRANENEW PRIMER

NEW TAPER INSULATION(ADHERED)


NEW STRIPPING PLYMEMBRANE

NEW CAP SHEETMEMBRANE

NEW SEALANT

NEW 3/4" EXTERIOR GRADEPLYWOOD SHEATHING

NEW WOODBLOCKING (TYP.)

NEW METAL DRIPEDGE

NEW GUTTER LINER,SPACER AND BRACKET

NEW 3" x 3"DOWNSPOUT

12

RAKE EDGE DETAIL AT ROOF AREA C4

3"=1'-0"

NEW METAL FASCIAWITH CLEAT/CLOSURE

NEW SELF-ADHERINGMEMBRANE

11

GUTTER DETAIL AT ROOF AREA C4

3"=1'-0"

2 6

822 6

6

1 2"



NEW STRIPPING PLYMEMBRANE

NEW PRIMER

NEW TAPEREDEDGE STRIP

NEW TAPER INSULATION(ADHERED)




NEW SEALANT

NEW METAL FASCIAWITH CLEAT/CLOSURE


NEW PRIMER

1 2"

EQEQ

8" M

INIM

UMFL

ASHI

NG H

EIGH

T


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

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in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-503

ROOF DETAILS

0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

NEW CAP SHEET MEMBRANENEW CANT STRIP





NEW METALCOUNTER FLASHING

NEW TAPERED EDGE STRIP


NEW SELF ADHERING MEMBRANE



NEW PRIMEREXISTING CONCRETE DECK

NEW METAL FASCIA WITH EXTENSION

13

PARAPET WALL DETAIL AT ROOF AREA C1

3"=1'-0"



NEW 24 ga. METAL PANELNEW 1/2" PLYWOOD SHEATHING

NEW TERMINATIONBAR AND SEALANT

2" MIN.

NEW HAT CHANNELS (TYP.)

NEW CANT STRIP


8" M

INIM

UMFL

ASHI

NG H

EIGH

T



NEW WOOD BLOCKING


NEW METAL RECEIVER, COUNTERFLASHING & RIVETS SPACED AT 12"O.C.







NEW PRIMERNEW BASE SHEET MEMBRANE

14

PARAPET WALL W/METAL PANELS DETAIL AT ROOF AREA C1

3"=1'-0"

2" MIN.

2

2 2



NEW BASE PLYMEMBRANE








NEW WOOD BLOCKING (TYP.)NEW TAPERED EDGE STRIP

NEW 24 ga. METAL PANEL


NEW METAL PANELCLOSURE


6" MINIMUMOVERLAP

16

WALL FLASHING AT ROOF AREA C2

3"=1'-0"

15

RAGGLE AND COUNTERFLASHING AT PENHOUSE AT AREA C1

3"=1'-0"



NEW RAGGLE, SEALANT, RECEIVERAND COUNTER FLASHINGNEW TERMINATIONBAR AND SEALANTNEW BASE FLASHINGMEMBRANENEW BACKER PLYMEMBRANE


NEW CANT STRIP





NOTE:REMOVE EXISTING RAGGLE AND REPLACEWITH NEW RAGGLE, SEALANT, RECEIVERAND COUNTER FLASHING.

HEIG

HT V

ARIE

S

NEW WOOD BLOCKING (TYP.)NEW 3/4" PLYWOOD SHEATHING

EQEQ


CONTRACTOR TO MAKE ADJUSTMENTSWHERE INSULATION THICKNESS VARYS

2 2

2


EQEQ


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-504

ROOF DETAILS

0 6" 9"3"0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

17

ROOF EDGE/GUTTER AND DOWNSPOUT AT AREA C

3"=1'-0"


20

LIQUID PMMA ROOFING SYSTEM

3"=1'-0"

2

2

2

5"

5"

2






NEW CANT STRIP

NEW BASE FLASHINGMEMBRANENEW BACKER PLYMEMBRANE



NEW METAL FASCIA WITHCONTINUOUS CLEAT

NEW SEALANT




NEW TAPERED INSULATION

NEW 3/4" MINERAL PERLITE (ADHERED)NEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANE

NEW METAL DRIP EDGE

NEW GUTTER, SPACERAND BRACKET

NEW METAL FASCIA

NEW SEALANT

NEW STRIPPING PLY MEMBRANENEW PLYWOOD SHEATHINGNEW WOOD BLOCKING (TYP.)


NEW STRIPPING PLY MEMBRANE

NEW DOWNSPOUTBRACKET

NEW DOWNSPOUT

NEW BASE SHEETMEMBRANENEW PRIMEREXISTINGCONCRETE DECK









NEW BASE FLASHINGMEMBRANENEW BACKER PLYMEMBRANENEW CANT STRIP


EXISTING WOOD BLOCKING (TYP.)NEW TAPERED EDGE STRIPNEW SELF-ADHERING MEMBRANE


18

PARPAPET DETAIL ROOF AREA C3

3"=1'-0"



NEW CANT STRIP



19

STEEL BEAM ENCLOSURE AT ROOF AREA C3

3"=1'-0"

NEW PLYWOODSHEATHING (TYP.)

2 2 2 2

NEW PRIMEREXISTINGCONCRETE DECK







NEW GYPSUM SHEATHING


NEW STANDING SEAM COPINGCAP WITH CONTINUOUS CLEATON BOTH SIDES

NEW TAPERED EDGE STRIPEXISTING STRUCTURALSTEEL BEAM


NEW TAPEREDEDGE STRIPNEW TERMINATIONBAR AND SEALANT



ROOF AREA CROOF SYSTEM

ROOF AREA CROOF SYSTEM

NEW LIQUID PMMAROOFING SYSTEM




NEW BASE SHEET MEMBRANE(TORCH)

20

LIQUID PMMA ROOFING SYSTEM AT ROOF AREA C2

3"=1'-0"

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

EQEQ

2

2 2

CONTRACTOR TO EXTENDNEW DOWNSPOUT TO DRAININTO NEAREST ROOF DRAIN.SPLASH BLOCK MAY OR MAYNOT BE REQUIRED.


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-505

ROOF DETAILS

0 6" 9"3"

0 6" 9"3"0 6" 9"3"0 6" 9"3"



NEW TAPERED INSULATION(1/8":12 SLOPE) (ADHERED



NEW CANT STRIP




NEW RECEIVER, COUNTERFLASHING AND RIVETSPACING 12" O.C.





CL

CL

NEW BASE SHEETMEMBRANE (TORCH)

EXISTING CONCRETE DECKEXISTING ROOF DRAIN BOWL

NEW ROOF DRAIN SUMP


NEW LEAD FLASHINGNEW STRIPPING PLYNEW CAP SHEET MEMBRANENEW SEALANTNEW RETRO-FIT ROOF DRAIN

NEW LIQUID PMMA ROOFING SYSTEM


22

TYPICAL RETRO-FIT ROOF DRAIN AT ROOF AREA C2

3"=1'-0"


8" M

INIM

UMFL

ASHI

NG H

EIGH

T

EXISTING LIGHTWEIGHTCONCRETE

NEW BASE SHEET MEMBRANE( FASTENED)

24

PARAPET WALL DETAIL AT ROOF AREA E

3"=1'-0"

HEIG

HT V

ARIE

S




NEW 3/4" PLYWOOD SHEATHING

21

COPING TERMINATION DETAIL (TYPICAL)

NTS

CL

CL

23

TYPICAL RETRO-FIT ROOF DRAIN (TYPICAL)

3"=1'-0"

NEW BASE SHEET MEMBRANE(FASTENED)

EXISTING LIGHTWEIGHTCONCRETE DECKEXISTING ROOF DRAIN BOWL

NEW ROOF DRAIN SUMP

NEW BASE PLY MEMBRANENEW LEAD FLASHINGNEW STRIPPING PLYNEW CAP SHEET MEMBRANE


NEW SEALANTNEW RETRO-FIT ROOF DRAIN






NEW CANT STRIP


NEW TERMINATION BARAND SEALANTNEW RECEIVER, COUNTER FLASHINGAND RIVET SPACING 12" O.C.


HEIG

HT V

ARIE

S8"

MIN

IMUM

FLAS

HING

HEI

GHT



NEW 3/4" MINERAL PERLITE(ADHERED













NEW CANT STRIP


NEW TERMINATION BARAND SEALANTNEW RECEIVER, COUNTER FLASHINGAND RIVET SPACING 12" O.C.


NEW 3/4" PLYWOOD SHEATHINGNEW 24 ga. METAL PANEL

NEW PRIMER

EXISTING STRUCTURALCONCRETE DECK


HEIG

HT V

ARIE

S8"

MIN

IMUM

FLAS

HING

HEI

GHT

25

PARAPET WALL DETAIL AT ROOF AREA D AND E

3"=1'-0"

ROOF AREA D

ROOF AREA E


NEW WOOD BLOCKING (TYP.) NEW WOOD BLOCKING (TYP.)

NEW COUNTERFLASHING

NEW CONTINUOUS CLEAT(ONE GAUGE HEAVIERTHAN COPING)

NEW SHEET METAL COPINGSLOPED TO DRAIN(ROOFING SIDE)


1.5" MIN

SLOPE

NEW COUNTERFLASHINGRECEIVER

NEW SEALANT

NEW LEAD WEDGENEW SPRING LOCK

TURN UP 4"

NOTE:THIS DETAIL IS TO SHOW COPING CAP TERMINATIONFLASHING. REFER TO OTHER DETAILS FOR ACTUALWALL CONSTRUCTION AND OTHER CLADDING/ROOFINGCOMPONENTS.

2 2 EQEQ


2 2


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-506

ROOF DETAILS

0 6" 9"3"

0 6" 9"3"

0 6" 9"3"0 6" 9"3"

AutoCAD SHX Text

2






NEW CANT STRIP




NEW RECEIVER ANDCOUNTER FLASHING





8" M

INIM

UMFL

ASHI

NG H

EIGH

T



26

PARAPET WALL DETAIL AT ROOF AREA E

3"=1'-0"

HEIG

HT V

ARIE

S





2" MIN.2" MIN.

2 2 2 2

27

PARAPET WALL DETAIL AT ROOF AREA F

3"=1'-0"


NEW BASE SHEETMEMBRANE (TORCH)EXISTING CONCRETE DECK


NEW CAP SHEET MEMBRANENEW CANT STRIP


NEW BASE FLASHINGMEMBRANENEW BACKERPLY MEMBRANE






EXISTINGSTRUCTURE

22


NEW BASE SHEETMEMBRANE (TORCH)






NEW BASE FLASHING MEMBRANENEW BACKER PLYMEMBRANE NEW TAPERED EDGE STRIP




NEW SHEET METAL SCUPPERLINER SECURED TO WALLAND DECK

NEW TAPERED EDGE STRIPEXISTING CONCRETE DECK

28

THROUGH-WALL SCUPPER DETAIL AT ROOF AREA F

3"=1'-0"


EXIS

TING

PIP

E PE

NERT

ATIO

N

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

NEW PRIMER

4"MINIMUM



EXISTING METAL DECK

NEW LIQUID APPLIED FLASHINGWITH REINFORCEMENTNEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)


29

PIPE PENETRATION FLASHING DETAIL

3"=1'-0"

30

PIPE PENETRATION FLASHING DETAIL

3"=1'-0"

EXIS

TING

PIP

E PE

NERT

ATIO

N

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

4"MINIMUM


NEW BASE PLY MEMBRANENEW CAP SHEET MEMBRANE





NEW 2" BASE INSULATION

2 2 EQEQ






ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-507

ROOF DETAILS

0 6" 9"3"

0 6" 9"3"0 6" 9"3"0 6" 9"3"

0 6" 9"3"


NEW BASE PLY MEMBRANENEW 2" BASE INSULATION

PENETRATION(CLEANED AND PRIMED)

NEW PRIMER

31

LIQUID FLASHING AT EQUIPMENT SUPPORT

3"=1'-0"

NEW METALSCUPPER LINER

NEW STRIPING PLY MEMBRANE

NEW BASE FLASHINGMEMBRANENEW BACKER PLY MEMBRANE

NEWSEALANTNEW METALFACE PLATE

NEW 3/4" COVER BOARD(ADHERED)


NEW CANT STRIP

NEW TAPERED INSULATION(1/8": ft. SLOPE) (ADHERED)

NEW METALFACE PLATE


6"




33

OVERFLOW SCUPPER DETAIL (METAL DECK)

3"=1'-0"







NEW CANT STRIP


NEW METALFACE PLATE


6"

34

OVERFLOW SCUPPER DETAIL (CONCRETE DECK)

3"=1'-0"


NEW BASE SHEET MEMBRANENEW 2" BASE INSULATION

NOTE:CRICKET NOT SHOWNFOR CLARITY


32

EQUIPMENT CURB DETAIL

3"=1'-0"

2

2

2

8" M

INIM

UMFL

ASHI

NG H

EIGH

T




NEW CAP SHEET MEMBRANENEW BASE PLY MEMBRANENEW 3/4" MINERAL PERLITE(ADHERED)


NEW WOOD BLOCKING (TYP.)NEW CANT STRIP


NEW TERMINATION BARAND SEALANTNEW SHEET METALCOUNTER FLASHINGEXISTING PREFABRICATEDMETAL CURB

EXISTINGEQUIPMENT UNITSEALING MATERIALNEW WOOD BLOCKINGTO ACHIEVE 8" MINIMUMFLASHING HEIGHT







NEW CANT STRIP


NEW METALFACE PLATE


6"

35

OVERFLOW SCUPPER DETAIL (LIGHTWEIGHT CONCRETE DECK)

3"=1'-0"




NOTE:BASE FLASHING, INSULATION,ETC. NOT SHOWN FOR CLARITY

6"

SEAL ALL EDGESSHOP FORMEDMETAL CLOSUREMASONRY ANCHORSTHROUGH EPDM WASHERSSEAL ALL JOINTS

4"2"

36

BASE FLASHING CLOSURE

NTS

8" M

INIM

UMFL

ASHI

NG H

EIGH

T

4"MINIMUM






ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-508

ROOF DETAILS

0 6" 9"3"0 6" 9"3"0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

FIG 1-30A

DETAIL 1

DETAIL 2

SEAL1" (25 mm)

SOLDEROR SEAL

DETAIL 1

3" (75 mm) MIN.

3/4" (19 mm) T0 1" (25 mm)

1/2" (13 mm) TO 3/4" (19 mm)

(100 mm)

1" (25 mm) LAP

A = 10" (254 mm) MAX. CLEATED

GRAVEL STOP4 1/4" (108 mm)3 3/4" (95 mm)

B = 1/2" (13 mm) MIN.

TO

BASIC FLANGE NAILING PATTERN

1/2" (13 mm) TO

30° MAX.

A = 4" (127 mm) MAX. UNCLEATED

FIG 2-1A

1" (25 mm) LAP

A

30° to 45°

A

B

FLASHINGCOMPOSITION

3/4" (19 mm)

5/8" (16 mm)1/2" (13 mm) TO

BOTTOM OF NAILERFASTENERS 2"(50 mm)

FIG 2-1B

MAX. ABOVE

4" B

ROOF SLOPEDTO DRAIN

4"(100 mm)

(75 mm to3" to 6"

150 mm)

THESE REQUIREMENTS VARIES BY ROOF SYSTEM.REFER TO THE MEMBRANE MANUFACTURER'S INSTRUCTIONS.

3/4" (19 mm)

(

6

.

4

m

m

)

FIG 2-5A

1

/

4

"

(

1

5

2

m

m

)6

"

GUTTER BACK EDGES

GUTTER BEADS

3/4" (19 mm) MIN.

5/8" (16 mm) MIN.

FIG 1-13A

ALTERNATE SPACER DETAIL

SCREWS IN WOOD BLOCKING

SPACER DETAIL

GUTTER SPACER

GUTTER BRACKET36" (910 mm) OC

18" (460 mm)

GUTTER STOP

FELT

BOLT

GUTTER SPACER NEEDSTO BE STAGGERED(MOVED OVER) FURTHERFROM GUTTER BRACKET

S4

SMACNA DETAIL FIG. 1-30A

NTS

S5

SMACNA FIG. 2-1

NTS

S1


NTS

S3


NTS

S1


NTS

37

AT EXISTING WINDOWS ON ROOF AREAS A AND D (TYPICAL)

NTS

REMOVE AND REPLACE ALL WINDOW PERIMETERSEALANT WITH NEW BACKER ROD AND SEALANT(TOTAL OF 12 WINDOWS)

EXISTING WINDOWS ON ROOF AREAS A AND D.

EXISTING WINDOW LOCATIONS FORREMOVAL AND REPLACEMENT OFBACKER ROD AND SEALANT

CLOSE-UP OF EXISTING WINDOWON ROOF AREAS A AND D (TYP.)

REPLACEMENT OF BACKER ROD AND SEALANT


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

01.28.2020

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

RE-BI

D WAR

DLAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTST

ATE P

ROJE

CT No

.: 500

0331

7-2Pro

ject A

ddres

s:82

0 Sou

th Ma

in Stre

etCo

lumbia

, Sou

th Ca

rolina

2920

8

EGM II




2701 Westport Road


p: 704.509.1777

terracon.com



A-509

ROOF DETAILS AND

SMACNA DETAILS

S-100

STRUCTURAL

GENERAL NOTES


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

07.03.2019

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

WARD

LAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTAL

TERN

ATE N

o. 2

STAT

E PRO

JECT

No.: 5

0003

317-2

Projec

t Add

ress:

820 S

outh

Main S

treet

Colum

bia, S

outh

Carol

ina 29

208

EGM II


ISSUED FOR BIDDING


2701 Westport Road


p: 704.509.1777

terracon.com



DESIGN LOADS

PROJECT DESCRIPTION:

1. ALL BUILDING CODES AND DESIGN LOADS ARE SHOWN ON THIS SHEET.

2. ANY AND ALL PERMITS REQUIRED SHALL BE THE RESPONSIBILITY OF THE BUILDING CONTRACTOR.

GENERAL

1. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE, NOR SHALL BE CONSTRUED TO

CREATE, ANY CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR ANY

SUBCONTRACTOR.

2. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS OR PROGRAMS UTILIZED IN CONNECTION

WITH THE WORK, AND HE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. A THOROUGH ATTEMPT HAS BEEN MADE TO SHOW THE LOCATIONS OF ALL UNDERGROUND

OBSTRUCTIONS AND UTILITY LINES IN THE WORK AREA, HOWEVER,THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE TO OBSTRUCTIONS AND UTILITY LINES ENCOUNTERED DURING

CONSTRUCTION AND SHALL DETERMINE THE EXACT LOCATION OF UTILITIES IN THE AREA.

4. APPROVAL OF THESE PLANS SHALL NOT PREVENT THE CITY/COUNTY FROM REQUIRING CORRECTION OF

ERROR IN THE PLANS WHERE SUCH ERRORS ARE SUBSEQUENTLY FOUND TO BE IN VIOLATION OF ANY

ORDINANCE, OR OTHER HEALTH/SAFTEY ISSUE.

5. NOTES BELOW ARE INTENDED TO SERVE AS SPECIFICATIONS. SEE REFERENCED STANDARDS FOR

REQUIREMENTS IN ADDITION TO THESE NOTES.

6. CONTRACTOR SHALL TAKE ALL FIELD DIMENSIONS AND ELEVATIONS AS NECESSARY TO VERIFY THE

EXISTING CONDITIONS SHOWN. THE RESPONSIBILITY OF ALL FIELD DIMENSIONS IS THE CONTRACTOR'S.

7. COORDINATE LOCATION OF EXISTING UTILITIES, IF ANY, WITH PROPERTY OWNER.

8. ALL SAFETY REGULATIONS TO BE FOLLOWED STRICTLY. METHODS OF CONSTRUCTION AND ERECTION OF

STRUCTURAL MATERIAL IS CONTRACTOR'S RESPONSIBILITY.

DEMOLITION NOTES

1. MATERIAL REMOVED FROM THIS PROJECT SITE SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER.

2. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS REQUIRED DURING

DEMOLITION/EXCAVATION PER LOCAL REQUIREMENTS.

3. CONTRACTOR MUST TAKE CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITIES, ACTUAL FIELD

LOCATIONS OF EXISTING UTILITIES MUST BE LOCATED PRIOR TO START OF DEMOLITION.

4. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE ITEMS THAT ARE INTENDED TO

REMAIN.

5. ANYTHING DAMAGED AT THE TIME OF WORK IS TO BE REPAIRED AND/OR REPLACED TO MATCH EXISTING

CONSTRUCTION AT CONTRACTORS EXPENSE.

DIMENSIONS:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND ELEVATIONS

PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH ENGINEER.

BUILDING PLANNING

1. ENGINEERS SEAL ONLY APPLIES TO NEW WORK ONLY, NO EXISTING WORK IS COVERED.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND FEASIBILITY PRIOR TO ORDERING

MATERIALS AND CONSTRUCTION.

3. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE 2015 SOUTH CAROLINA

EXISTING BUILDING CODE PLUS ALL LOCAL CODES AND REGULATIONS.

4. ANY ITEMS OR DESIGN NOT SPECIFICALLY MENTIONED SHALL MEET OR EXCEED BUILDING CODE

REQUIREMENTS.

5. VERIFY ALL LOCAL CODES, ENERGY TYPES, AND SITE CONDITIONS PRIOR TO CONSTRUCTION.

PRIMARY CODES AND SPECIFICATIONS:

1. GENERAL BUILDING CODE: 2015 SOUTH CAROLINA BUILDING CODE (WITH ADDENDA)

2. MASONRY: ACI 530-2011

3. CARBON FIBER: ACI 440.7R-10

CONNECTIONS/FASTENERS

1. CONTRACTOR TO MATCH EXISTING FASTENER TYPES AND SPACING REQUIRED TO REINSTALL MATERIALS

REMOVED.

CONCRETE MASONRY

1. REFER TO SPECIFICATIONS FOR ADDITIONAL CONCRETE MASONRY UNIT

REQUIREMENTS.

2. TYPE "S" MORTAR SHALL BE USED FOR ALL CONCRETE MASONRY REPAIRS.

1. ALL DEAD LOADS

2. WIND DESIGN CRITERIA: (ASCE 7-10)

EXPOSURE C

BASIC WIND SPEED .........................................115 MPH

IMPORTANCE FACTOR.....................................1.0

1. REFER TO CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL CARBON FIBER REQUIREMENTS.

2. SURFACE OF CMU ON WALLS RECEIVING CARBON FIBER WRAP TO BE MEDIA BLASTED WITH A MEDIA WHICH DOES NOT

DAMAGE THE FACE OF THE CMU (SODA OR DRY ICE).

3. VERTICAL AND HORIZONTAL MORTAR JOINTS SHALL BE RE-POINTED IN ACCORDANCE WITH THESE DRAWINGS AND

SPECIFICATIONS. TOOL SURFACE JOINTS TO A FLUSH SURFACE.

4. MORTAR SHALL BE CURED A MIN. OF 28 DAYS PRIOR TO APPLICATION OF CARBON FIBER.

5. CONVEX MORTAR JOINTS SHALL BE FILLED WITH SIKADUR 31 HIGH MOD GEL TO PROVIDE FLUSH SURFACE.

6. PROVIDE SIKAWRAP 117C WITH SIKADUR 300/330 RESIGN. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER

WRITTEN INSTRUCTIONS, THESE DRAWINGS AND CONSTRUCTION SPECIFICATIONS.

7. DO NOT APPLY CARBON FIBER PRODUCTS IF AMBIENT AND/OR SURFACE TEMPERATURE IS BELOW 40 DEGREES

FAHRENHEIT. PROVIDE HEATED SPACE AS REQUIRED TO BRING TEMPERATURES UP TO 40 DEGREES AND MEET

CONSTRUCTION SCHEDULE.

CARBON FIBER

30

'-8

"

ROOF AREA F

3S-200

1S-201

2S-200

1S-200

4S-200

INTERIOR FILL

CMU WALL

CARBON FIBER

FABRIC W/EPOXY

SCP

NOS

NOS

SCP

14'-3"

S-101

ENLARGED ROOF PLAN

AREA F

1

PARTIAL PLAN AREA F

SCALE: 3/16" = 1'-0"


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

07.03.2019

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

WARD

LAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTAL

TERN

ATE N

o. 2

STAT

E PRO

JECT

No.: 5

0003

317-2

Projec

t Add

ress:

820 S

outh

Main S

treet

Colum

bia, S

outh

Carol

ina 29

208

EGM II


ISSUED FOR BIDDING


2701 Westport Road


p: 704.509.1777

terracon.com



EXIT2'-0"

O.C.

2'-0

"

O.C

.

6" (TYP)

A-

(TYP)

CARBON FIBER FABRIC

W / EPOXY (TYP)

2'-0"

O.C.

2'-0

"

O.C

.

6" (TYP)

A-

(TYP)

CARBON FIBER FABRIC

W / EPOXY (TYP)

2'-0"

O.C.

2'-0"

O.C

.

6" (TYP)

A-

(TYP)

CARBON FIBER FABRIC

W / EPOXY (TYP)

CARBON FIBER FABRIC

W/EPOXY (TYP)

2'-0"

O.C.

2'-0"

O.C

.

NOSSCPNOS SCP

6" (TYP) B-

A-

(TYP)

(TYP)

SAW CUT & REMOVE

COPING AT SCUPPERS

(TYP)

SAW CUT & REMOVE

COPING AT SCUPPERS

(TYP)

1" CLR

1" C

LR

1" CLR OFF EDGE

(TYP)

(TYP)

(T

YP

)

A

DETAIL

3/8"=1'-0"

B

DETAIL

3/8"=1'-0"

CARBON FIBER FABRIC

W / EPOXY (TYP)

CARBON FIBER FABRIC

W / EPOXY (TYP)

SCUPPER OPENING

EDGE

S-200

ELEVATIONS

AND DETAILS

1

ELEVATION

SCALE: 3/8" = 1'-0"

2

ELEVATION

SCALE: 3/8" = 1'-0"

3

ELEVATION

SCALE: 3/8" = 1'-0"

4

ELEVATION

SCALE: 3/8" = 1'-0"


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

07.03.2019

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

WARD

LAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTAL

TERN

ATE N

o. 2

STAT

E PRO

JECT

No.: 5

0003

317-2

Projec

t Add

ress:

820 S

outh

Main S

treet

Colum

bia, S

outh

Carol

ina 29

208

EGM II


ISSUED FOR BIDDING


2701 Westport Road


p: 704.509.1777

terracon.com



EXISTING REVEAL

NEW BROWN COATNEW FINISH COAT

1

OUTSIDE CORNER REPAIR SECTION

NOT TO SCALE

NEW WEATHERRESISTANT BARRIERNEW METAL LATH

NEW BROWN COAT

EXISTING ROOF SYSTEM

EXISTING RECEIVERAND COUNTER FLASHING

EXISTINGBUILDING STRUCTURE

NEW WEATHERRESISTANT BARRIERNEW METAL LATH

NEW FINISH COAT

EXISTING WEATHERRESISTANT BARRIER

NEW SCRATCH COAT

2" MIN.





NEW WEEP SCREED

S-201

SECTIONS AND

DETAILS


ISSUE DATE:

DESIGNED BY:


PROJECT TEAM:

APR REVIEWER:

DRAWN BY:

SSS

LTH

FH186084

ISSUE FOR:


SHEET NUMBER:

07.03.2019

TITLE SHEET:

Unive

rsity o

f Sou

th Ca

rolina

WARD

LAW

COLL

EGE

ROOF

REPL

ACEM

ENT P

ROJE

CTAL

TERN

ATE N

o. 2

STAT

E PRO

JECT

No.: 5

0003

317-2

Projec

t Add

ress:

820 S

outh

Main S

treet

Colum

bia, S

outh

Carol

ina 29

208

EGM II


ISSUED FOR BIDDING


2701 Westport Road


p: 704.509.1777

terracon.com



2

INTERIOR ELEVATION

NTS

3

INTERIOR ELEVATION

NTS

4

WEST ELEVATION

NTS

5

NORTH ELEVATION

NTS

6

WEST ELEVATION

NTS

REMOVE EXISTING COATING& INSTALL CARBON FIBERPER DRAWINGS & SPECIFICATIONS


REMOVE EXISTING COATING &INSTALL CARBON FIBER PERDRAWINGS & SPECIFICATIONS

WIRE BRUSHPRIME & PAINT, SEESPECIFICATIONS

WIRE BRUSH PRIME & PAINT,SEE SPECIFICATIONS


Index of Drawings RE-BID WARDLAW COLLEGE …purchasing.sc.edu/solicitations/Drawings Re-Bid...

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Transcript of Index of Drawings RE-BID WARDLAW COLLEGE …purchasing.sc.edu/solicitations/Drawings Re-Bid...