PRINCE CENTER ROOF REPLACEMENT - UCA

Randall J. Stocks, AIA AR Registration No. 2100

I hereby certify that these plans and specifications have been prepared by me, or under my supervision. I further certify that to the best of my knowledge, these plans and specifications are as required by law and in compliance with the ARKANSAS FIRE PREVENTION CODE for the state of Arkansas.

401 W. CAPITOL, SUITE 402

LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

CONSULTANTS:

7/3

1/2

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PRINCE CENTER ROOF REPLACEMENT

T1

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UNIVERSITY OF CENTRAL ARKANSAS

CONSTRUCTION DOCUMENTS

EXISTING ROOF "A" EXISTING ROOF "B" EXISTING ROOF "C"

SHEET INDEXGENERAL

T1 TITLE SHEET

T2 GENERAL INFORMATION

T3 EXISTING ROOF PLAN & CORE INFORMATION

T4 EXISTING SITE PLAN

DEMOLITION

A1.1 DEMOLITION ROOF PLAN

A1.2 ROOF EDGE DETAIL - DEMOLITION

A1.3 ROOF TRANSITION DETAILS - DEMOLITION

A1.4 ROOF DETAILS - DEMOLITION

A1.5 PARTIAL EXTERIOR ELEVATIONS

ARCHITECTURAL

A2.1 RENOVATION ROOF PLAN

A2.2 ROOF EDGE DETAIL - RENOVATION

A2.3 ROOF TRANSITION DETAILS - RENOVATION

A2.4 ROOF DETAILS - RENOVATION

A2.5 EXTERIOR ELEVATIONS

A2.6 EXTERIOR ELEVATIONS

A2.7 MISCELLANEOUS DETAILS

No. Description Date

NOTE TO BIDDERS:PRINCE CENTER WILL REMAIN OPERATIONAL AND OCCUPIED DURING CONSTRUCTION. ALL SHUT DOWNS REQUIRED DUE TO WORK ON EXISTING PRINCE CENTER UTILITIES AND ROOF TOP EQUIPMENT REQUIRE A 72 HOUR NOTICE TO THE OWNER AND MUST BE COORDINATED WITH THE DAILY OPERATIONS OF THE BUILDING.

July 31, 2020

07/31/2020

July 31, 2020

S SOUTHS. ST. STAINLESS STEELSUSP SUSPEND(ED),

SUSPENSIONS.C. SOLID CORESTL STEELSHELV SHELVINGSHEATH SHEATHINGS.E. SOUTHEASTSTRUCT STRUCTURALSTD STANDARDSTOR STORAGESTN STAIN(ED)STO STORAGESKYLT SKYLIGHTSIM SIMILARS.V. SHEET VINYLSDG SIDINGSPR SINGLE-PLY ROOFINGSCHED SCHEDULES.S. SANITARY SEWERSQ SQUARESECT SECTIONSPEC SPECIFICATIONSSYS SYSTEMSHT SHEETSF SQUARE FEET

CONST CONSTRUCTIONCEM CEMENTC COURSE(S)CB CHALKBOARD; CATCH

BASINC.J. CONTROL JOINTCOL COLUMNCO. COMPANYCOND CONDENSERC.M.U. CONCRETE MASONRY

UNITCTRFLSHG COUNTER FLASHINGCONC CONCRETECO CLEAN OUTCER CERAMICCONTR CONTRACTORCONT. CONTINUOUSCLG CEILINGCONN CONNECTIONCAB CABINETCOV COVER

℄ CENTERLINE

C.G. CORNER GUARDCLR CLEARCTR CENTERC.O. CHANGE ORDERCLO CLOSET

ABBREVIATIONS FOR CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS ARE THE RESPONSIBILITY OF THE ENGINEERING CONSULTANTS.

W/O WITHOUTW/ WITHW.W.M. WELDED WIRE MESHW WESTWASH WASHERWD WOODWDW WINDOWW.O. WHITE OAKW.G. WALL GUARDWT WEIGHTW.F. WIDE FLANGEWP WATER PROOFWC WATER CLOSETWH WATER HEATER

∠ ANGLE

⌀ DIAMETER

# NUMBER@ AT

V.C.P. VITRIFIED CLAY PIPEV.C.T. VINYL COMPOSITION TILEV.T.R. VENT THROUGH ROOFVEST VESTIBULEV.R. VAPOR RETARDERVERT VERTICAL

U.N.O. UNLESS NOTED OTHERWISE

U.L. DES. UNDERWRITER'S LABORATORY DESING

UR URINAL

T&B TOP AND BOTTOMTREAT TREATEDTEL TELEPHONET.O.C. TOP OF CURB, TOP OF

CONCRETET.O.B. TOP OF BEAMT.P. TOILET PARTITIONT.B. TACK BOARDT.B.R. TO BE REMOVEDTHK THICKT.J. TOOLED JOINTT TREADTHRESH THRESHOLDT.O.W. TOP OF WALLTOJ TOP OF JOINTTYP TYPICALT&G TONGUE & GROOVETHRU THROUGHTPD TEMPREREDTLT TOILET

RES RESISTANTRECT RECTANGULARRET RETAININGREINF REINFORCE(MENT)RR RAILROADRFG ROOFINGRE REFERENCERM ROOMRAD RADIUSR RADIUS, RISERR.O. ROUGH OPENINGR.D. ROOF DRAINREQD REQURIEDREC RECESEDRESIL. RESILIENTREM REMOVEREV REVISEREF REFRIGERATOR

QTY QUANTITYQ.T. QUARRY TILEQTR QUARTER

POLYISO POLYISOCYANURATEPREFIN PREFINISHEDPL. LAM. PLASTIC LAMINATEP.S.I. POUNDS PER SQUARE

INCHPTD PAINTEDPL PLATEPLYWD PLYWOODPREFAB PREFABRICATEDPL PROPERTY LINEPVC POLYVINYL CHLORIDEP.P. POWER POLEP.T. PRESSURE TREATEDPART PARTITIONPNL PANELPERF PERFORATEDPHOTO PHOTOGRAPHPLMB PLUMBINGP.S.F. POUNDS PER SQUARE

FOOTPROJ PROJECT

OPP OPPOSITEO.C. ON CENTERO.F.O.I. OWNER FURNISHED,

OWNER INSTALLEDO.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLED

O.D. OUTSIDE DIAMETEROPNG OPENINGOFF OFFICEOA OVER-ALLOVHD OVERHEADO.H. OVER HANG

N.I.C. NOT IN CONTRACTN.W. NORTHWESTN NORTHNO NUMBERN.T.S. NOT TO SCALENEC'Y NECESSARYNOM NOMINAL

MH MAN HOLEM.C.B. METAL CORNER BEADMECH MECHANICALMACH MACHINEMTL METALMANUF MANUFACTURERM MULTIPLEMID MIDDLEMEMB MEMBRANEMAX MAXIMUMMIN MINIMUMMED MEDIUMMB MARKERBOARDMEZZ MEZZANINEMTR MOTORM.E.J. MASONRY EXPANSION

JOINTMTL METALMISC MISCELLANEOUSM.O. MASONRY OPENINGM.B.R. MODIFIED BITUMEN

ROOFINGMATL MATERIALMOD. BIT. MODIFIED BITUMENMK MARK

LAV LAVATORYLAM LAMINATE(D)L.P. LIGHT POLELT. WT. LIGHT WEIGHTLIN LINEARLT. LIGHT

KD KNOCK DOWN

JT JOINTJAN JANITORJST JOISTJ.B. JUNCTION BOX

INSUL INSULATION, INSULATEDIN INCHINT INTERIORI.D. INSIDE DIAMETERINV INVERTINCL INCLUDE

H.R. HAND RAILHD HANDHDWD HARDWOODHDCP HANDICAP(PED)H HIGHHORIZ HORIZONTALH.M. HOLLOW METALHLW HOLLOWHT HEIGHTHYD HYDRANTHR HOURH.C. HOLLOW COREHDWR HARDWARE

GYP. BD. GYPSUM BOARDGYP GYPSUMG.B. GRAB BAR, GYPSUM

BOARDGA GAUGEGALV GALVANIZEDGEN GENERALG.C. GENERAL

CONTRACTORGL GLASS

F.F.E. FINISH FLOOR ELEVATION

FURR FURRINGF.E.C. FIRE EXTINGUISHER &

CABINETF.V. FIELD VERIFYFIN FINISH(ED)FT FOOT / FEETF.B. FACE BRICKF.F. FINISHED FLOORFLSHG FLASHINGFLUOR FLUORESCENTFRM FRAMEFDN FOUNDATIONFLR FLOORFTG FOOTINGF.H. FIRE HYDRANTF.D. FLOOR DRAINF.R.T.W. FIRE RETARDANT

TREATED WOODFLRG FLOORING

EXT EXTERIORELEV ELEVATION / ELEVATORE.W. EACH WAYEQ EQUALELEC ELECTRIC(AL)EQUIP EQUIPMENTEXIST EXISTINGEXP EXPANSIONE.W.C. ELECTRIC WATER

COOLEREXH EXHAUSTE.I.F.S. EXTERIOR INSULATION

FINISH SYSTEME.J. EXPANSION JOINTEXP. JT. EXPANSION JOINTE EASTENCL ENCLOSED /

ENCLOSUREEA EACHE.P.S. EXPANDED

POLYSTYRENEEL ELEVATIONE.F. EXHAUST FANE.B. EXPANSION BOLT

DIAG DIAGONALDED DEDUCTIVEDP DEEPDBL DOUBLEDISP DISPENSERDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTDR DOORD.F. DRINKING FOUNTAINDW DISH WASHERDWG DRAWINGDET DETAIL

BRK BRICKBLKG BLOCKINGBD BOARDBLK BLOCKBLDG BUILDINGBTM BOTTOMBM BEAMBETW BETWEENBIT BITUMINOUSB.U.R. BUILT-UP ROOFINGBRG BEARINGB.S. BOTH SIDES

ANCH ANCHORAGG AGGREGATEABV ABOVEA.F.F. ABOVE FINISHED

FLOORALUM ALUMINUMADJ ADJUSTABLEA/C AIR CONDITIONINGACOUST ACOUSTICALASPH ASPHALTA.B. ANCHOR BOLTATTEN ATTENUATIONALT ALTERNATEADDM ADDENDUMALLOW ALLOWANCE

BUILDING SECTION KEY

SECTION NUMBER

SHEET NUMBER

WALL SECTION KEY

1

A1.0

1

A1.0

DETAIL SECTION KEY

1

A1.0

A1.0

1

DETAIL REFERENCE KEY

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION KEYELEVATION NUMBER

SHEET NUMBER

NORTH ARROW

LEVEL LINE

SPECIFICATION SECTION NUMBER(01010)

EQUIPMENT BY OWNER(INSTALLATION BY G.C. WHERE REQ'D.)

GENERAL AREA OF REVISION

NEW CONSTRUCTION KEYNOTE SYMBOL

1

REVISION NUMBER

N

1 DEMOLITION KEYNOTE SYMBOL

EXISTING ELEMENTS TO REMAIN

EXISTING ELEMENTS TO BE REMOVED

NEW ELEMENTS

1

Ref

A101

1

CONCRETE

C.M.U.

FACE BRICK

STEEL

BATT INSULATION

RIGID INSULATION

WOOD - FINISHED

WOOD - ROUGH

PLYWOOD

SOIL

GYPSUM BOARD / SHEATHING

GRAVEL

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE REMOVED

NEW WALLS

STONE VENEER

A. OCCUPANCY CLASSIFICATION

B. TYPE OF CONSTRUCTION

• 2012 Arkansas Fire Prevention Code(based on the 2012 International Fire Code w/ Arkansas Amendments)Americans with Disabilities Act (ADA)(based on the 2010 Americans with Disabilities Act)

• Arkansas State Plumbing Code 2006 (9th Addition)

• Arkansas Mechanical Code 2010

• National Electric Code 2010

• Arkansas Energy Code Rules & Regulations for Energy Efficiency Standards, 2009 ICC W/ Arkansas Amendments

• ASHRAE 90.1-2007

APPLICABLE CODES

C. ALLOWABLE HEIGHT AND BUILDING AREA PER FLOOR

D. FLOOR AREAS AND OCCUPANT LOADS (EXISTING & PROPOSED)

E. SEPARATION DISTANCES FOR EACH EXTERIOR WALL

F. EXIT ACCESS CORRIDOR & STAIR SHAFT ENCLOSURE PROTECTION REQUIREMENTS

G. ALL RATED CONSTRUCTION ASSEMBLIES

EXISTING BUILDING DATA

H. ALL FIRESTOP ASSEMBLIES

I. STATEMENT OF SPECIAL INSPECTIONS

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

SYMBOLS LEGEND ABBREVIATIONS LEGEND

CODE INFORMATION

1. DIMENSIONS ON DRAWINGS TERMINATE AT FACE OF MASONRY OR CENTERLINE OF OBJECT, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATIONS. DETAIL DIMENSIONS TAKE PRECEDANCE OVER PLANS AND ELEVATIONS.

2. ALL DIMENSION REVISIONS, MODIFICATIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND CLARIFICATION PRIOR TO THE INSTALLATION OF THE WORK.

3. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO STARTING THE WORK. BEGINNING THE WORK CONSTITUTES ACCEPTANCE OF THE EXISTING CONDITIONS.

4. ANY INTERRUPTION IN POWER OR UTILITY SERVICE TO THE BUILDING MUST BE COORDINATED WITH THE OWNER, AT A MINIMUM, ONE WEEK BEFORE THE SHUT DOWN IS REQUIRED.

5. CONTRACTOR AND ALL SUB-CONTRACTORS SHALL ADHERE TO THE OWNER'S SMOKING POLICY DURING CONTRUCTION.

6. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE FACILITY, PERSONNEL, EXISTING EQUIPMENT, AND EXISTING FINISHES.

7. PROVIDE EMERGENCY FIRE EXTINGUISHERS THAT ARE READILY AVAILABLE AND PROPERLY MAINTAINED AT THE JOB SITE - AS PER LOCAL FIRE PROTECTION REGULATIONS.

8. WORK AREA SHALL BE CLEANED AT THE END OF EACH WORK DAY - AND MORE OFTEN WHEN NECESSARY. PROPERLY DISPOSE OF CONSTRUCTION WASTE. STOCKPILING DEBRIS ON SITE IS NOT PERMITTED.

9. CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PREVENT THE INFILTRATION OF DUST, DIRT, AND ODORS INTO ANY ADJACENT OCCUPIED AREAS.

GENERAL NOTES

MATERIALS LEGEND


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:19:2

3 P

M

T2

GENERALINFORMATION

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VICINITY MAP

PROJECT

LOCATION

07/31/2020

July 31, 2020

ROOF "E"

CORE COMPOSITION:DECK = 3/4" WOOD DECKINGBASE SHEET = 1 1/2" FIBER BOARDROOFING PLIES = 3/4" BUILT-UPINSULATION = 1/4" ROOFING PLIES = 3/4" BUILT-UPCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 3 1/2"

ROOF "C"

CORE COMPOSITION:DECK = 3/4" WOOD DECKINGBASE SHEET = 2" FIBER BOARDBASE PLIES = 3/4" BUILT-UPINSULATION = 1/2" INSULATIONCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 3 1/2"

ROOF "G"

CORE ___ COMPOSITION:DECK = 3/4" WOOD DECK INSULATION = TAPEREDBASE SHEET = 2 3/4" FIBER BOARDINSULATION = 3/4" INSULATIONROOFING PLIES = 1/2" BUILT-UPCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 4 1/4" TO 8 1/4"

ROOF "B"

CORE COMPOSITION:DECK = 3/4" WOOD DECKBASE SHEET = 1 1/2" FIBER BOARDROOFING PLIES = 3/4" BUILT-UPCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 2 1/2"

ROOF "F"

CORE COMPOSITION:DECK = 1 1/2" METAL DECKBASE SHEET = 1 1/2" FIBER BOARDROOFING PLIES = 3/4" BUILT-UPCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 2 1/2"

ROOF "D"

CORE COMPOSITION:DECK = 3/4" WOOD DECKBASE SHEET = 1 1/2" FIBER BOARDBASE ROOFING PLIES = 1/2" BUILT-UP CAP SHEET = 1/2" TORCH APPLIED

DEPTH = 2 1/2"

35' - 7" 13' - 11 1/2" 111' - 0" 27' - 7"

15

9' -

0"

3' -

10

"1

5' -

2"

4' -

7"

92

' -

8"

14

1' -

11

"

4' -

7"

15

' -

2"

3' -

10

"

1' -

0 1

/2"

14' - 1" 11' - 5"

1' - 0 1/2"

1' - 0 1/2"

9' -

3"

31

' -

1 1

/2"

1' -

0 1

/2"

49' - 6 1/2"

9' -

3"

30

' -

1"

97

' -

9 1

/2"

EXISTING CHIMNEY

EXISTING ROOF HATCH

EXISTING GAS LINE

ROOF "A"

CORE COMPOSITION:DECK = 3/4" WOOD DECKBASE SHEET = 1 1/2" FIBER BOARDROOFING PLIES = 3/4" BUILT-UPCAP SHEET = 1/4" TORCH APPLIED

DEPTH = 2 1/2"

BUILDING CENTERLINE

ROOF CORE LOCATION (TYP)

EXISTING FIXED VERTICAL LADDER EXISTING FIXED

VERTICAL LADDER

LANEY-MANION HALL ROOF (HATCHED) -NOT IN CONTRACT

EXISTING STEEL COMPRESSOR PLATFORM -

BOTTOM OF STEEL APPROX. 16" ABOVE DECKING

EXISTING THROUGH WALL SCUPPER - DOWN SPOUT EXTENDS TO ROOF BELOW

EXISTING SCUPPER WITH DRAIN COVER



SLO

PE

DO

WN

SLO

PE

DO

WN

EXISTING FIXED VERTICAL LADDER

EXISTING GUTTER AND DOWN SPOUT

EXISTING GUTTER AND DOWN SPOUT

EXISTING STEEL TUBE COLUMN EXISTING COMPRESSOR -

REFRIGERANT SUPPLY AND RETURN LINES SUPPORTED AT ROOF WITH STEEL ANGLES

SLO

PE

DO

WN

SLO

PE

DO

WN

EXISTING ONE WAY VENT (O.W.V.) - TYP.

EXISTING EQUIPMENT CURB - TYP.

EXISTING FUME HOOD EXHAUST FAN

EXISTING FLEXIBLE FLASHING OVER STONE COPING

EXISTING PRE-CAST CONCRETE COPING - TYP.

EXISTING THROUGH WALL SCUPPER, COLLECTOR, AND DOWN SPOUT - TYP.

EXISTING EQUIPMENT EXHAUST PIPE @ EXTERIOR WALL

1. FIELD VERIFY ALL DIMENSIONS.2. ROOF CORE INFORMATION PROVIDED BY ROOFING

CONSULTANT. CORE INFORMATION TO BE VERIFIED IN FIELD BY GENERAL CONTRACTOR. NOTIFY THE ARCHITECT IF THERE ARE ANY DISCREPENCIES.

3. O.W.V. = ONE WAY VENT


O.W.V.

O.W.V.

V.T.R. O.W.V.

O.W.V.

V.T.R.

EXISTING ROOF MOUNTED EXHAUST

O.W.V. O.W.V.

O.W.V.

O.W.V.

O.W.V.

O.W.V.

EXISTING PENTHOUSE EXHAUST VENT

EXISTING PENTHOUSE EXHAUST VENT

V.T.R.

O.W.V.

O.W.V.

V.T.R. STACK

ROOF MOUNTED EXHAUST



V.T.R.

V.T.R.ROOF MOUNTED

EXHAUST

O.W.V.

O.W.V.

O.W.V.

O.W.V.


GAS LINE ENTRANCE INTO BUILDING

V.T.R.


EXISTING GAS LINE

V.T.R.

THROUGH WALL SCUPPER, COLLECTOR, AND DOWN SPOUT






THROUGH WALL SCUPPER,

COLLECTOR, AND DOWN SPOUT







1' -

4"

4"

TYPICAL PILASTER

TYPICAL PILASTER

TYPICAL PILASTER

TYPICAL PILASTER

TYPICAL PILASTER

TYPICAL PILASTER

V.T.R.

GENERAL NOTES


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:20:4

5 P

M

T3

EXISTING ROOFPLAN & COREINFORMATION

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1/8" = 1'-0"1

EXISTING ROOF PLAN

07/31/2020

July 31, 2020

MARION ROSS AVENUE

EM

MA

RA

SO

R D

RIV

E

BR

UC

E S

TR

EE

T

BEAR HALL AND ATHLETIC ADIMINISTRATION

LANEY - MANION HALL

PHYSICAL THERAPY CENTER

ME

CH

AN

ICA

L Y

AR

D

PRINCE CENTER

SERVICE DRIVE

PROJECT STAGING

AREA

PROTECT PEDESTRIAN TRAFFIC AND SIDEWALKS AROUND ENTIRE BUILDING DURING CONSTRUCTION.

PROVIDE SAFETY FENCING AROUND AREAS OF SIDWALK WHERE EQUIPMENT WILL BE USED.

COORDINATE AREAS WITH OWNER THAT REQUIRE TEMPORARY ACCESS RESTRICTIONS

DOCK

PROTECT ALL TREES AND PLANTINGS IN THE PROJECT AREA. PROVIDE PROTECTIVE

FENCING OR COVERING AS REQUIRED.

TYPICAL SODDED AREA AROUND BUILDING - REPAIR ANY SODDED AREAS THAT ARE DAMAGED DURING CONSTRUCTION. MATCH TYPE AND SPECIES OF ADJACENT GRASS WHEN REPAIRING SOD.SEE DETAIL:

A2.7

1REF

/3 A2.7

REPAIR ANY SIDEWALK SECTION THAT IS DAMAGED DURING CONSTRUCTION -SIMILAR TO DETAIL: /2 A2.7

TEMPORARY CONSTRUCTION FENCE -

COORDINATE FINAL FENCE LAYOUT WITH OWNER

BEFORE INSTALLATION


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 3

:47:2

7 P

M

T4

EXISTING SITE PLAN

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1" = 20'-0"1

EXISTING SITE PLAN

July 31, 2020

07/31/2020

1

A1.2

_______

4

A1.2

_______

3

A1.2

_______

1

A1.3

_______

6

A1.2

_______

2

A1.2

_______

2

A1.3

_______

5

A1.3

_______

4

A1.3

_______

3

A1.3

_______

5

A1.2

_______

BELOW

BELOW

BELOW

BELOW

6

A1.3

_______

ROOF 'A'ROOF 'C'

ROOF 'B'

ROOF 'E'

ROOF 'G'

ROOF 'F'

ROOF 'D'

5

A1.2

Sim

_______

3

A1.2

Sim

_______

5

A1.2

Sim

_______

5

A1.3

Sim

_______

3

A1.2

Sim

_______ 5

5

2

A1.2

Sim

_______

1

A1.2

Sim

_______

1

A1.2

Sim

_______

2

A1.2

Sim

_______

2

A1.2

Sim

_______

2

A1.2

Sim

_______

3

A1.4

_______

1

A1.4

_______

2

A1.4

_______

CAP GAS LINE AT BUILDING ENTRANCE

6

A1.3

Sim

_______

4

A1.4

_______

5

A1.4

_______

1

1

1

1

1

1

1

1

1a

2 2

2 2

2 2

22 2 2

2 2 2

2 2 2

2 2 2

2 2 2

2 2 2

3

3

17

REMOVE LIQUID FLASHING AROUND EXISTING CURB -EXHAUST FAN AND CURB TO REMAIN - PREP CURB TO RECEIVE NEW PRIMER

3

17

17

3

3

3

3

4

4

4

14

14

4

4

4

4

4 4 4 4

4 4 4

4

4

4

4

4

5

6

6

6

7

8

8

8

8

8

8

9 9 9

10

11

11

APPROX. COLUMN LINE @ GYM

APPROX. COLUMN LINE @ GYM

A1.5 1

A1.5 2

A1.5

3

A1.5

4A2.51

A2.5

2

A2.6 1

A2.6

2

BUILDING CENTER LINE

1

1

1

1

STRUCTURAL STEEL FRAMING TO REMAIN

OUTDOOR CONDENSER UNIT TO REMAIN - DISCONNECT EXISTING REFRIGERANT LINES

8

17

8

SLO

PE

DO

WN

SLO

PE

DO

WN

VE

RIF

Y R

OO

F I

N T

HE

FIE

LD

EX

IST

ING

LA

NE

Y H

AL

L R

OO

F T

O R

EM

AIN

15

16 16

4

REMOVE EXISTING STRAINER AND REINSTALL AFTER NEW ROOFING & FLASHING IS INSTALLED

6

A2.4

_______

4' - 0" 4' - 0"

6

A1.4

_______

1. DASHED LINES INDICATE COMPONENTS TO BE REMOVED UNLESS NOTED OTHERWISE

2. PROTECT ALL EXISTING FINISHES AND BUILDING ELEMENTS TO REMAIN.

3. PROTECT EXISTING BUILDING INFRASTRUCTURE TO REMAIN, SUCH AS BUT NOT LIMITED TO, TELECOMMUNICATIONS CABLING AND EQUIPMENT, CONDUIT, PIPING, INSULATION, ELECTRICAL DEVICES AND DATA JACKS FROM DAMAGE, DEBRIS, DUST AND LOSS OF USE DURING ALL PHASES OF CONSTRUCTION. COMPONENTS THAT ARE DAMAGED OR BECOME DIRTY DURING THE CONSTRUCTION PHASE ARE TO BE REPLACED OR CLEANED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

4. PROTECT ALL EXPANSION JOINT COVERS DURING DEMOLITION.

1. REMOVE EXISTING ROOF INSULATION, ROOF PLIES, AND TORCH APP. MEMBRANE DOWN TO EXISTING WOOD DECK. REPAIR ANY DECKING BEFORE INSTALLATION OF NEW ROOF INSULATION AND ROOF MEMBRANE (UNIT PRICE ALLOWANCE - SEE SPECS).

REMOVE EXISTING ROOF INSULATION, ROOF PLIES, AND TORCH APP. MEMBRANE DOWN TO EXISTING METAL DECK. REPAIR ANY DECKING BEFORE INSTALLATION OF NEW ROOF INSULATION AND ROOF MEMBRANE (UNIT PRICE ALLOWANCE - SEE SPECS).

2. REMOVE EXISTING ONE WAY VENT.

3. REMOVE EXISTING EQUIPMENT, FLASHING, AND CURB. PROTECT AND STORE EXISTING EQUIPMENT FOR RE-INSTALLATION ON NEW ROOF. PROTECT OPENING FOR INSTALLATION WHERE NEW CURB IS REQUIRED TO MAINTAIN MIN. CLEARANCE ABOVE ROOF MEMBRANE.EQUIPMENT WORK REQUIRING A UTILITY SHUT DOWN MUST BE COORDINATED WITH THE OWNER WHO SHALL BE NOTIFIED WITHIN A MINIMUM OF 72 HOURS PRIOR TO THE WORK OF THE SHUT DOWN.

4. REMOVE EXISTING SCUPPER FLASHING.

5. REMOVE EXISTING FLEXIBLE FLASHING AT PRE-CAST CONCRETE COPING.

6. REMOVE GAS LINE AND ASSOCIATED ROOF SLEEPERS. PROVIDE TEMPORARY CAP AT GAS LINE BELOW ROOF 'E' DURING CONSTRUCTION.

7. PROTECT LOOSE DATA OUTLET DURING CONSTRUCTION. COORDINATE W/ OWNER.

8. EXISTING ROOF VENT TO REMAIN. SEE DETAIL 3 ON SHEET A1.4.

9. EXISTING VERTICAL LADDER TO REMAIN.

10. EXISTING COMPRESSOR UNITS AND STEEL FRAME TO REMAIN - REMOVE EXISTING REFRIGERANT LINES, SUCTION LINES, AND LIQUID LINES (WITH ANGLE SUPPORTS) FOR NEW ROOF INSTALLATION.

11. REMOVE EXISTING GUTTER AND DOWN SPOUT.

12. REMOVE EXISTING CAULK AND RE-CAULK AROUND EXISTING OPENING THIS AREA. (SEE SHEET A1.5)

13. REMOVE EXISTING MASONRY GROUT THIS AREA - RE-INSTALL NEW MASONRY GROUT AS SPECIFIED, MATCH EXISTING GROUT COLOR. (SEE SHEET A1.5)

14. REMOVE EXISTING SCUPPER FLASHING AND STRAINER. CAP DOWNSPOUT BELOW ROOF LINE.

15. REMOVE EXISTING DOWNSPOUT AND CONDUCTOR HEAD. REMOVE DOWNSPOUT STRAPS FROM EXTERIOR WALL. CAP DOWNSPOUT AT TOP OF EXISTING SIDEWALK.

16. REMOVE EXISTING MASONRY FOR NEW THROUGH WALL SCUPPER.

17. EXISTING CURB TO REMAIN. EQUIPMENT SHALL REMAIN IN OPERATION DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IF ANY PART OF THE CURB IS DAMAGED AND REQUIRES REPLACEMENT. LAB EQUIPMENT EXHAUST SHALL BE DISCONNECTED AND RECONNECTED FOR ROOF MEMBRANE FLASHING AND CURB CAP FLASHING IN ONE WORKING DAY. THE DISCONNECTION SHALL BE COORDINATED WITH THE OWNER AT A MIN. OF 72 HOURS PRIOR TO THE WORK.

1a.

NOTE: DETAILS ARE BASED ON FIELD OBSERVATIONS AND INFORMATION FROM ORIGINAL DRAWINGS. FIELD VERIFY ACTUAL CONDITION AT TIME OF ROOF REMOVAL AND NOTIFY THE ARCHITECT IF THERE ARE ANY DISCREPENCIES.

1. REFER TO SPECIFICATIONS SECTION 07 01 50.19 FOR ROOFING REMOVAL PROCEDURES.

2. REMOVE ONLY AS MUCH ROOFING IN ONE DAY AS CAN BE MADE WATERTIGHT IN THE SAME DAY (SEE TEMPORARY ROOFING MEMBRANE REQUIREMENT FOR ROOF SECTIONS: A, B, & C.)

3. NOTIFY THE ARCHITECT OF ANY DETERIORATED OR DAMAGED WOOD BLOCKING, NAILERS, OR CURBS THAT ARE NOT INDICATED IN THE DRAWINGS TO BE REMOVED. REMOVAL AND REPLACEMENT WILL BE ADDED TO THE CONTRACT VIA CHANGE ORDER.

4. NOTIFY THE ARCHITECT OF ANY DETERIORATED OR DAMAGED ROOF DECKING AND REPLACE AS DIRECTED - SEE UNIT PRICING AND UNIT-PRICE ALLOWANCE UNDER SPEC SECTION 01 22 00.

5. NOTIFY THE ARCHITECT OF ADDITIONAL MASONRY TUCK POINTING THAT IS REQUIRED. REMOVE AND REPLACE ADDITIONAL MORTAR JOINTS ONLY AS DIRECTED. SEE UNIT PRICING AND UNIT PRICE ALLOWANCE UNDER SPEC SECTION 01 22 00.

GENERAL NOTES:


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:25:4

0 P

M

A1.1

DEMOLITION ROOFPLAN

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

N

1/8" = 1'-0"1

DEMOLITION ROOF PLAN

DEMOLITION NOTES

KEYNOTES - DEMO

07/31/2020

July 31, 2020

EXISTING STONE COPING TO REMAIN

EXISTING MASONRY WALL TO REMAIN

EXISTING ROOF DECK TO REMAIN

REMOVE EXISTING INSULATION BOARDS AND ROOFING MEMBRANE -HEIGHT VARIES ALONG PERIMETER

REMOVE EXISTING PERIMETER CANT

REMOVE EXISTING ROOFING BOARD

REMOVE EXISTING TERMINATION STRIP

EXISTING STONE REMAIN




REMOVE EXISTING INSULATION BOARDS AND

ROOFING MEMBRANE







REMOVE EXISTING INSULATION BOARDS AND ROOFING MEMBRANE




EXISTING STONE TO REMAIN





ROOFING MEMBRANE








ROOFING MEMBRANE




EXISTING STONE TO REMAIN





ROOFING MEMBRANE





LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:26:1

6 P

M

A1.2

ROOF EDGE DETAIL -DEMOLITION

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

3" = 1'-0"2

ROOF B EDGE DETAIL - DEMOLITION

3" = 1'-0"6

ROOF F EDGE DETAIL - DEMOLITION

3" = 1'-0"1

ROOF A EDGE DETAIL - DEMOLITION

3" = 1'-0"4

ROOF D EDGE DETAIL - DEMOLITION3" = 1'-0"

5ROOF E EDGE DETAIL - DEMOLITION

3" = 1'-0"3

ROOF C EDGE DETAIL - DEMOLITION

07/31/2020

July 31, 2020



REMOVE EXISTING INSULATION BOARDS

AND ROOFING MEMBRANE

EXISTING GAS PIPING TO REMAIN - REMOVE EXISTING

SUPPORTS AND PROVIDE TEMPORARY SUPPORTS DURING CONSTRUCTION

REMOVE EXISTING GUTTER AND DOWNSPOUT REMOVE EXISTING

INSULATION BOARDS AND ROOFING MEMBRANE

REMOVE PERIMETER BLOCKING

REMOVE METAL DRIP EDGE

REMOVE EXISTING TERMINATION BAR

REMOVE EXISTING ROOFING

MEMBRANE


REMOVE EXISTING ROOFING MEMBRANE


ROOFING MEMBRANE



REMOVE EXISTING CANT STRIP

EXISTING GAS PIPING TO BE REMOVED - CAP GAS LINE TO RE-ROUTE DURING RENOVATION






REMOVE EXISTING SLEEPER









ROOFING MEMBRANE



REMOVE EXISTING CANT STRIP








EXISTING EXTERIOR INSULATING FINISH SYSTEM TO REMAIN

LANEY-MANION HALL ROOF 'C'


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:26:4

6 P

M

A1.3

ROOF TRANSITIONDETAILS -DEMOLITION

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

3" = 1'-0"5

ROOF "C" TO "D" TRANSITION - DEMOLITION

3" = 1'-0"1

ROOF "A" TO WALL TRANSITION - DEMOLITION3" = 1'-0"

2ROOF "C" TO WALL TRANSITION - DEMOLITION

3" = 1'-0"3

ROOF "G" TO WALL TRANSITION - DEMOLITION

3" = 1'-0"4

ROOF "E" TO WALL TRANSITION - DEMOLITION3" = 1'-0"

6TRANSITION ROOF "C" TO ADDITION - DEMOLITION

07/31/2020

July 31, 2020

REMOVE ALL FLASHING AT SCUPPER OPENING

EXISTING PRECAST CONCRETE COPING TO

REMAIN - REMOVE EXCESS SEALANT FROM

CONCRETE

REMOVE EXISTING TORCH APP. ROOF

MEMBRANE AND ROOF INSULATION TO EXISTING

WOOD DECKING

EXISTING WOOD DECK TO REMAIN

EXISTING EXTERIOR MASONRY WALL TO

REMAIN

EXISTING CONDUCTOR HEAD AND DOWNSPOUT

TO REMAIN

REMOVE ALL FLASHING AT SCUPPER OPENING

EXISTING PRECAST CONCRETE COPING TO

REMAIN - REMOVE EXCESS SEALANT FROM

CONCRETE


EXISTING EXTERIOR MASONRY WALL TO

REMAIN

REMOVE EXISTING TERMINATION BAR AND

TORCH APP. MEMBRANE

REMOVE EXISTING TORCH APP. ROOF

MEMBRANE AND ROOF INSULATION TO EXISTING

WOOD DECKING

REMOVE ANY EXISTING COVERBOARD OR

FURRING / BLOCKING

REMOVE LEAD FLASHING AT WASTE VENTS

VE

RIF

Y IN

FIE

LD

EXISTING VENT PIPE TO REMAIN

REMOVE TORCH APP. ROOF MEMBRANE AND ROOFING INSULATION TO EXISTING DECK

EXISTING WOOD DECKING TO REMAIN - PATCH DECK AS REQUIRED

EXISTING DUCT TO REMAIN

EXISTING DECK TO REMAIN

VERIFY IN FIELD

REMOVE CURB FLASHING

REMOVE CURB BLOCKING

REMOVE ROOFING BOARD AND INSULATION

REMOVE TORCH APP. ROOF MEMBRANE AND CANT STRIP

REMOVE EXISTING ROOFTOP EQUIPMENT, PROTECT DURING

CONSTRUCTION, AND REINSTALL IN NEW ROOFING SYSTEM.

THIS DETAIL SHALL BE USED FOR CURB REPLACEMENT BETWEEN DEMOLITION OF THE EXISTING

ROOF AND THE INSTALLATION OF THE FINAL CURB FLASHING.

REMOVE EXISTING ROOF HATCH, PROTECT DURING CONSTRUCTION, AND REINSTALL IN NEW ROOFING

SYSTEM.

REMOVE EXISTING BLOCKING

REMOVE EXISTING ROOF HATCH AND SALVAGE FOR REINSTALLATION

REMOVE EXISTING TORCH APP. ROOF MEMBRANE AND CANT STRIP

VERIFY IN FIELD


REMOVE EXISTING ROOFING BOARD AND INSULTATION TEMPORARY ROOFING

MEMBRANE

TEMPORARY TPO MEMBRANE TO EXTEND

18" BEYOND OPENING

TEMPORARY MEMBRANE FASTENER AND CUT

EDGE SEALANT

NEW CURB BLOCKING -SEE DETAIL:

/4 A2.4

OPENING - V.I.F.

CE

NT

ER

LIN

E O

F O

PE

NIN

G

PARTIAL APPLICATION OF BONDING ADHESIVE


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:27:1

3 P

M

A1.4

ROOF DETAILS -DEMOLITION

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

3" = 1'-0"1

SCUPPER DETAIL - OPEN COPING - DEMOLITION3" = 1'-0"

2SCUPPER DETAIL - THROUGH WALL - DEMOLITION

3" = 1'-0"3

TYP. VENT THROUGH ROOF - DEMOLITION

3" = 1'-0"4

TYP. CURB DETAIL - DEMOLITION3" = 1'-0"

5TYP. ROOF HATCH DETAIL - DEMOLITION

3" = 1'-0"6

CURB REPLACEMENT - TEMPORARY FLASHING

07/31/2020

July 31, 2020

13

12

13

13

12 12

13 13ROOF "F"

ROOF "C"

ROOF "D"

ROOF "B"

ACCESS LADDER TO ROOF "B"

10 S.F.

8 S.F.

40 S.F. 34 S.F. 34 S.F.

12

1313

12

ROOF "D"

ROOF "E"

ACCESS LADDER TO ROOF "D"

ROOF "C"

13

20 S.F.36 S.F.

4 S.F.

13

ROOF "B"

ROOF "E"

10 S.F.

13

ROOF "B"

ROOF "F"

4 S.F.

1. REMOVE EXISTING ROOF INSULATION, ROOF PLIES, AND TORCH APP. MEMBRANE DOWN TO EXISTING WOOD DECK. REPAIR ANY DECKING BEFORE INSTALLATION OF NEW ROOF INSULATION AND ROOF MEMBRANE (UNIT PRICE ALLOWANCE - SEE SPECS).

REMOVE EXISTING ROOF INSULATION, ROOF PLIES, AND TORCH APP. MEMBRANE DOWN TO EXISTING METAL DECK. REPAIR ANY DECKING BEFORE INSTALLATION OF NEW ROOF INSULATION AND ROOF MEMBRANE (UNIT PRICE ALLOWANCE - SEE SPECS).

2. REMOVE EXISTING ONE WAY VENT.

3. REMOVE EXISTING EQUIPMENT, FLASHING, AND CURB. PROTECT AND STORE EXISTING EQUIPMENT FOR RE-INSTALLATION ON NEW ROOF. PROTECT OPENING FOR INSTALLATION WHERE NEW CURB IS REQUIRED TO MAINTAIN MIN. CLEARANCE ABOVE ROOF MEMBRANE.EQUIPMENT WORK REQUIRING A UTILITY SHUT DOWN MUST BE COORDINATED WITH THE OWNER WHO SHALL BE NOTIFIED WITHIN A MINIMUM OF 72 HOURS PRIOR TO THE WORK OF THE SHUT DOWN.

4. REMOVE EXISTING SCUPPER FLASHING.

5. REMOVE EXISTING FLEXIBLE FLASHING AT PRE-CAST CONCRETE COPING.

6. REMOVE GAS LINE AND ASSOCIATED ROOF SLEEPERS. PROVIDE TEMPORARY CAP AT GAS LINE BELOW ROOF 'E' DURING CONSTRUCTION.

7. PROTECT LOOSE DATA OUTLET DURING CONSTRUCTION. COORDINATE W/ OWNER.

8. EXISTING ROOF VENT TO REMAIN. SEE DETAIL 3 ON SHEET A1.4.

9. EXISTING VERTICAL LADDER TO REMAIN.

10. EXISTING COMPRESSOR UNITS AND STEEL FRAME TO REMAIN - REMOVE EXISTING REFRIGERANT LINES, SUCTION LINES, AND LIQUID LINES (WITH ANGLE SUPPORTS) FOR NEW ROOF INSTALLATION.

11. REMOVE EXISTING GUTTER AND DOWN SPOUT.

12. REMOVE EXISTING CAULK AND RE-CAULK AROUND EXISTING OPENING THIS AREA. (SEE SHEET A1.5)

13. REMOVE EXISTING MASONRY GROUT THIS AREA - RE-INSTALL NEW MASONRY GROUT AS SPECIFIED, MATCH EXISTING GROUT COLOR. (SEE SHEET A1.5)

14. REMOVE EXISTING SCUPPER FLASHING AND STRAINER. CAP DOWNSPOUT BELOW ROOF LINE.

15. REMOVE EXISTING DOWNSPOUT AND CONDUCTOR HEAD. REMOVE DOWNSPOUT STRAPS FROM EXTERIOR WALL. CAP DOWNSPOUT AT TOP OF EXISTING SIDEWALK.

16. REMOVE EXISTING MASONRY FOR NEW THROUGH WALL SCUPPER.

17. EXISTING CURB TO REMAIN. EQUIPMENT SHALL REMAIN IN OPERATION DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IF ANY PART OF THE CURB IS DAMAGED AND REQUIRES REPLACEMENT. LAB EQUIPMENT EXHAUST SHALL BE DISCONNECTED AND RECONNECTED FOR ROOF MEMBRANE FLASHING AND CURB CAP FLASHING IN ONE WORKING DAY. THE DISCONNECTION SHALL BE COORDINATED WITH THE OWNER AT A MIN. OF 72 HOURS PRIOR TO THE WORK.

1a.

1. REFER TO SPECIFICATIONS SECTION 07 01 50.19 FOR ROOFING REMOVAL PROCEDURES.

2. REMOVE ONLY AS MUCH ROOFING IN ONE DAY AS CAN BE MADE WATERTIGHT IN THE SAME DAY (SEE TEMPORARY ROOFING MEMBRANE REQUIREMENT FOR ROOF SECTIONS: A, B, & C.)

3. NOTIFY THE ARCHITECT OF ANY DETERIORATED OR DAMAGED WOOD BLOCKING, NAILERS, OR CURBS THAT ARE NOT INDICATED IN THE DRAWINGS TO BE REMOVED. REMOVAL AND REPLACEMENT WILL BE ADDED TO THE CONTRACT VIA CHANGE ORDER.

4. NOTIFY THE ARCHITECT OF ANY DETERIORATED OR DAMAGED ROOF DECKING AND REPLACE AS DIRECTED - SEE UNIT PRICING AND UNIT-PRICE ALLOWANCE UNDER SPEC SECTION 01 22 00.

5. NOTIFY THE ARCHITECT OF ADDITIONAL MASONRY TUCK POINTING THAT IS REQUIRED. REMOVE AND REPLACE ADDITIONAL MORTAR JOINTS ONLY AS DIRECTED. SEE UNIT PRICING AND UNIT PRICE ALLOWANCE UNDER SPEC SECTION 01 22 00.

GENERAL NOTES:


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:28:4

8 P

M

A1.5

PARTIAL EXTERIORELEVATIONS

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

1/8" = 1'-0"1

ROOF "C" & "D" REPOINTING ELEVATION

1/8" = 1'-0"2

ROOF "E" REPOINTING ELEVATION1/8" = 1'-0"

3ROOF "B" REPOINTING ELEVATION

1/8" = 1'-0"4

ROOF "C" REPOINTING ELEVATION

KEYNOTES - DEMO

07/31/2020

July 31, 2020

BELOW

BELOW

BELOW

BELOW

ROOF 'A'ROOF 'C'

ROOF 'B'

ROOF 'E'

ROOF 'G'

ROOF 'F'

ROOF 'D'

1/8

" / 1

'-0

"

1/8

" / 1

'-0

"1

/8"

/ 1

'-0

"

1/8" / 1'-0"

1/8" / 1'-0"

SLO

PE

DO

WN

SLO

PE

DO

WN

1

A2.2

_______

4

A2.2

_______

3

A2.2

_______

1

A2.3

_______

6

A2.2

_______

2

A2.2

_______

2

A2.3

_______

5

A2.3

_______

4

A2.3

_______

3

A2.3

_______

5

A2.2

_______

6

A2.3

_______

2

A1.4

_______4

A1.4

_______

1

A2.4

_______

2

A2.4

_______

3

A2.4

_______

4

A2.4

_______

5

A2.4

_______

1b

1

1b

1

1

1b

1

1a

1

2

2

11

INSTALL COLD APPLIED, TWO COMPONENT POLYURETHANE BASED RESIN WITH REINFORCING FLASHING

FLEECE - SYSTEM TO BE COMPATIBLE WITH TPO ROOF SURFACE

2

11

11

2

2

2

2

3

3

3

10

3

3

33

33

3

33

3

3

3

3

3

4

4

4

4

4 4

44

4

4

44

4

4

3

3

4

4

4

3

5

6

6

6

6

6

6

7

8

9 99 9 9 9

9 9 9 99 9

9

9

9

9

9

9

9

9

9

9

9

9

9

9

9

9

9 9

A1.5 1

A1.5 2

A1.5

3

A1.5

4A2.51

A2.5

2

A2.6 1

A2.6

2

6

9

PAINT EXISTING STRUCTURAL STEEL

VE

RIF

Y O

VE

RA

LL D

IME

NS

ION

AN

D S

LO

PE

OF

RO

OF

EX

IST

ING

LA

NE

Y-M

AN

ION

RO

OF

TO

RE

MA

IN

10

1/8

" / 1

'-0

"9

9

9

9

9

9

9

9

1/8" / 1'-0"

1/8" / 1'-0"

1/8

" / 1

'-0

"

1/8

" / 1

'-0

"1

/8"

/ 1

'-0

"

9

9

9

99

99

9

9

9

9

4

6

4 PILASTER

4

4 PILASTER

4 PILASTER

4 PILASTER

4 PILASTER

4 PILASTER

9

9

9

9

PROVIDE NEW FLASHING BOOT AT EXISTING COLUMN

PENETRATION

3

NEW TRENCH DRAIN (BELOW)

NEW TRENCH DRAIN (BELOW)

6

A2.4

_______

6

A1.4

_______

CRICKET AT ROOF CURB (TYP.)

REPLACE EXISTING CAP FLASHING

EXTEND PIPING A MIN. OF 12" ABOVE NEW COPING CAP

1. DIMENSIONS ON DRAWINGS ARE APPROXIMATE ONLY. FIELD VERIFY ALL DIMENSIONS, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATIONS. DETAIL DIMENSIONS TAKE PRECEDANCE OVER PLANS AND ELEVATIONS.

2. ALL DIMENSION REVISIONS, MODIFICATIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND CLARIFICATION PRIOR TO THE INSTALLATION OF THE WORK.

3. ALL BLOCKING SHALL BE PRESSURE TREATED.

1. PROVIDE NEW 20 YEAR WARRANTY ADHERED TPO ROOF MEMBRANE OVER COVER BOARD OVER TAPERED POLYISO. ROOF INSUL., OVER 1 1/2" POLYISO. BASE LAYER ROOF INSUL. OVER TEMPORARY ROOF MEMBRANE OVER EXISTING WOOD ROOF DECK. SLOPE INSULATION PER DRAWINGS. NO SLOPE INDICATES AREAS WHERE THE EXISTING DECK PROVIDES SLOPE TO THE PERIMETER DRAINAGE SYSTEM. PRIME EXISTING WOOD DECK AND INSTALL SELF-ADHERED TEMPORARY ROOFING MEMBRANE. MECHANICALLY FASTEN BASE LAYER OF INSUL. OVER TEMPORARY ROOFING TO ROOF DECK PER SPECFICATIONS. ADHERE TAPERED INSUL. TO BASE LAYER OF INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE COVER BOARD TO TAPERED INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE TPO ROOFING MEMBRANE TO COVER BOARD WITH ADHESIVE PER SPECIFICATIONS AND ROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS.

PROVIDE NEW 20 YEAR WARRANTY ADHERED TPO ROOF MEMBRANE OVER COVER BOARD OVER TAPERED POLYISO. ROOF INSUL., OVER 1 1/2" POLYISO. BASE LAYER ROOF INSUL. OVER EXISTING MTL ROOF DECK. SLOPE INSULATION PER DRAWINGS. NO SLOPE INDICATES AREAS WHERE THE EXISTING DECK PROVIDES SLOPE TO THE PERIMETER DRAINAGE SYSTEM. MECHANICALLY FASTEN BASE LAYER OF INSUL. TO MTL ROOF DECK PER SPECFICATIONS. ADHERE TAPERED INSUL. TO BASE LAYER OF INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE COVER BOARD TO TAPERED INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE TPO ROOFING MEMBRANE TO COVER BOARD WITH ADHESIVE PER SPECIFICATIONS AND ROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS.

PROVIDE NEW 20 YEAR WARRANTY ADHERED TPO ROOF MEMBRANE OVER COVER BOARD OVER TAPERED POLYISO. ROOF INSUL., OVER 1 1/2" POLYISO. BASE LAYER ROOF INSUL. OVER EXISTING MTL ROOF DECK. SLOPE INSULATION PER DRAWINGS. NO SLOPE INDICATES AREAS WHERE THE EXISTING DECK PROVIDES SLOPE TO THE PERIMETER DRAINAGE SYSTEM. MECHANICALLY FASTEN BASE LAYER OF INSUL. TO WOOD DECK PER SPECFICATIONS. ADHERE TAPERED INSUL. TO BASE LAYER OF INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE COVER BOARD TO TAPERED INSUL. WITH ADHESIVE PER SPECIFICATIONS. ADHERE TPO ROOFING MEMBRANE TO COVER BOARD WITH ADHESIVE PER SPECIFICATIONS AND ROOFING MANUFACTURER'S WRITTEN INSTRUCTIONS.

2. RE-INSTALL EXISTING EQUIPMENT AND PROVIDE NEW CURB TO MAINTAIN MIN. CLEARANCE ABOVE NEW ROOF MEMBRANE AS INDICATED.

3. PROVIDE NEW SCUPPER FLASHING AND TPO MANUFACTURER RECOMMENDED ROOF MEMBRANE TERMINATION.

4. PROVIDE NEW PRE-FINISHED METAL COPING OVER EXISTING PRE-CAST STONE COPING.

5. PROVIDE NEW GAS LINE ROUTING ABOVE - PROVIDE SUPPORTS AND SLEEPERS PER TPO MANUFACTURER RECOMMENDATIONS. INSTALL GAS LINE A MIN. OF 24" FROM EXTERIOR WALLS AND MIN. OF 6" ABOVE NEW PRE-FIN. METAL COPINGS.

6. NEW VENT THRU ROOF (VTR) FLASHING. SEE DETAIL 3 ON SHEET A2.4.

7. EXISTING COMPRESSOR UNITS AND STEEL FRAME -PROVIDE NEW ROUTING FOR REFRIGERANT LINES, SUCTION LINES, AND LIQUID LINES (WITH ANGLE SUPPORTS) AT NEW ROOF INSTALLATION.

8. PROVIDE NEW GUTTER AND DOWN SPOUT ON ROOF 'F'.

9. PROVIDE CRICKETING AS INDICATED - SLOPE ALL CRICKETS AT 1/4" PER FOOT.

10. PROVIDE NEW CUT IN SCUPPER, STRAINER, FLASHING,

11. RE-INSTALL EXISTING EQUIPMENT (SAME DAY AS DISCONNECT) AND FLASH OVER EXISTING CURB.

1a.

1b.


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:31:4

1 P

M

A2.1

RENOVATION ROOFPLAN

1505Z

PR

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201

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N

1/8" = 1'-0"1

RENOVATION ROOF PLAN

RENOVATION NOTES

KEYNOTES - RENO

07/31/2020

July 31, 2020

1/2" COVER BOARD

BONDING ADHESIVE

TPO ROOF MEMBRANE

PRE-FINISHED METAL COPING COVER

PRESSURE TREATED WOOD 2x BLOCKING -

BOLT TO EXISTING PRECAST STONE COPING

GALVANIZED ANCHOR CLIPS

STAINLESS STEEL FASTENERS

EXISTING PRECAST STONE COPING TO REMAIN

EXTEND TPO ROOF MEMBRANE OVER THE COPING

RIG

ID

1 1

/2"

VA

RIE

S

TA

PE

RE

D

INSULATION BASE LAYER

TAPERED INSULATION -SEE RENOVATION PLAN

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

HOT AIR WELD

SEAM FASTENING PLATE

2 6

PRESSURE TREATED WOOD BLOCKING

PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO FASTEN NEW

WOOD BLOCKING TO EXISTING STONE COPING

EXISTING WOOD DECKING - PATCH DECK AS REQUIRED

PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO

EXISTING DECK - SPACE 24" O.C. MAX. EACH WAY -

COUNTERSINK SCREW

RIG

ID

1 1

/2"



EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

1/2" COVER BOARD

BONDING ADHESIVE

HOT AIR WELD


TPO ROOF MEMBRANE


PRESSURE TREATED WOOD 2x BLOCKING




EXTEND TPO ROOF MEMBRANE

OVER THE COPING


2 6

TY

P.

4 1

/2"

TY

P.

3 1

/2"

TEMPORARY ROOFING MEMBRANE

AS INDICATED ON ROOF RENOVATION

PLAN - TYP.


EXISTING WOOD DECKING - PATCH

DECK AS REQUIRED

PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING DECK - SPACE 24" O.C. MAX. EACH WAY - COUNTERSINK SCREW

PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO

FASTEN NEW WOOD BLOCKING TO EXISTING

STONE COPING


TAPERED INSULATION CRICKET-SEE RENOVATION PLAN

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

1/2" COVER BOARD

BONDING ADHESIVE

HOT AIR WELD


TPO ROOF MEMBRANE


PRESSURE TREATED WOOD 2x BLOCKING - BOLT TO EXISTING PRECAST STONE COPING




EXTEND TPO ROOF MEMBRANE OVER THE

COPING

2 6


RIG

ID

1 1

/2"

TY

P.

4 1

/2"

TY

P.

3 1

/2"


EXISTING WOOD DECKING - PATCH

DECK AS REQUIRED


PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO FASTEN NEW WOOD BLOCKING TO EXISTING STONE COPING

RIG

ID

1 1

/2"



EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

1/2" COVER BOARD

BONDING ADHESIVE

HOT AIR WELD


TPO ROOF MEMBRANE








2 6






COUNTERSINK SCREW



RIG

ID

1 1

/2"



EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

1/2" COVER BOARD

BONDING ADHESIVE

HOT AIR WELD


TPO ROOF MEMBRANE








2 6







COUNTERSINK SCREW

RIG

ID

1 1

/2"



EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

1/2" COVER BOARD

BONDING ADHESIVE

HOT AIR WELD


TPO ROOF MEMBRANE








2 6


PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO FASTEN NEW WOOD

BLOCKING TO EXISTING STONE COPING

PROVIDE #12 SELF TAPPING SCREWS TO FASTEN BLOCKING

TO EXISTING METAL DECK -SPACE 24" O.C. MAX. EACH

WAY - COUNTERSINK SCREWS

EXISTING STEEL DECKING - PATCH DECK AS REQUIRED


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:32:4

2 P

M

A2.2

ROOF EDGE DETAIL -RENOVATION

1505Z

PR

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SA

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201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

3" = 1'-0"5

ROOF E EDGE DETAIL - RENOVATION

3" = 1'-0"1

ROOF A EDGE DETAIL - RENOVATION3" = 1'-0"

2ROOF B EDGE DETAIL - RENOVATION

3" = 1'-0"3

ROOF C EDGE DETAIL - RENOVATION

3" = 1'-0"4

ROOF D EDGE DETAIL - RENOVATION3" = 1'-0"

6ROOF F EDGE DETAIL - RENOVATION

07/31/2020

July 31, 2020

EDGE SEALANT

NEW TPO ROOF MEMBRANE

NEW 1/2" COVER BOARD

HOT AIR WELD

2 6

NEW TWO-PIECE PRE-FABRICATED 24 GA. GALVANIZED METAL

COUNTERFLASHING - SET SURFACE MOUNTED REGLET IN SEALANT

NEW TPO ROOF MEMBRANE AND BONDING ADHESIVE

SEALANT

RAWL LITE SPIKE FASTENERS WITH NEOPRENE BACKED STAINLESS

STEEL WASHERS

NEW ROOF MEMBRANE TERMINATION BAR

NEW INSULATION BASE LAYER

NEW TAPERED INSULATION - SEE RENOVATION PLAN

EXISTING WOOD DECKING -PATCH DECK AS REQUIRED

NEW PRESSURE TREATED WOOD BLOCKING


MIN

.

6"

NEW TEMPORARY ROOFING MEMBRANE AS INDICATED ON

ROOF RENOVATION PLAN - TYP.



COUNTERSINK SCREW

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

HOT AIR WELD

2 6

NEW TWO-PIECE PRE-FABRICATED 24 GA. GALVANIZED METAL COUNTERFLASHING - SET SURFACE MOUNTED REGLET IN SEALANT

TPO ROOF MEMBRANE AND BONDING ADHESIVE

SEALANT

RAWL LITE SPIKE FASTENERS WITH NEOPRENE BACKED STAINLESS STEEL WASHERS

ROOF MEMBRANE TERMINATION BAR







PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING DECK - SPACE 24" O.C. MAX. EACH WAY -COUNTERSINK SCREW

NEW TWO-PIECE PRE-FABRICATED 24 GA. GALVANIZED METAL COUNTERFLASHING -SET SURFACE MOUNTED REGLET IN SEALANT

SEALANT

RAWL LITE SPIKE FASTENERS WITH NEOPRENE BACKED STAINLESS STEEL WASHERS

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

HOT AIR WELD

2 6


ROOF MEMBRANE TERMINATION BAR -ALIGN TO BOTTOM OF STONE COPING






PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING DECK - SPACE 24" O.C. MAX. EACH WAY -COUNTERSINK SCREW

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

HOT AIR WELD

2 6

NEW TWO-PIECE PRE-FABRICATED 24 GA. GALVANIZED METAL COUNTERFLASHING - SET

SURFACE MOUNTED REGLET IN SEALANT


SEALANT

RAWL LITE SPIKE FASTENERS WITH NEOPRENE BACKED

STAINLESS STEEL WASHERS

ROOF MEMBRANE TERMINATION BAR - ALIGN TO

BOTTOM OF STONE COPING






PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING

DECK - SPACE 24" O.C. MAX. EACH WAY - COUNTERSINK SCREW

MIN.

2"

RIG

ID

1 1

/2"

6"

EDGE SEALANT

TPO ROOF MEMBRANE

1/2" COVER BOARD

HOT AIR WELD



PREFINISHED METAL DRIP EDGE


CONT CLEAT FASTENED AT 6" O.C. WITH 1 1/4"

RING SHANK NAILS - TYP

EXIST. MASONRY WALL CONSTRUCTION - V.I.F.

TPO PRESSURE-SENSITIVE COVER STRIP

WITH TPO PRIMER

2 6

HOT AIR WELD


1/2" COVERBOARD

VE

RIF

Y D

IME

NS

ION

IN

FIE

LD

EXPANSION BOLT - FASTEN BLOCKING TO EXISTING WALL AT 24" O.C. MAX. -

COUNTERSINK BOLT HEAD

EXISTING EXTERIOR INSULATING FINISH SYSTEM TO REMAIN

EXISTING PRECAST STONE COPING




TAPERED INSULATION

TAPERED INSULATION AT CRICKET - SEE RENOVATION PLAN

EDGE SEALANT

TPO ROOF MEMBRANE OVER 1/2" COVERBOARD

HOT AIR WELD

TPO ROOF MEMBRANE AND BONDING ADHESIVE OVER 1/2" COVERBOARD


ROOF MEMBRANE TERMINATION BAR

2 6




LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:33:2

1 P

M

A2.3

ROOF TRANSITIONDETAILS -RENOVATION

1505Z

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201

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NW

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3" = 1'-0"1

ROOF "A" TO WALL TRANSITION - RENOVATION3" = 1'-0"

2ROOF "C" TO WALL TRANSITION - RENOVATION

3" = 1'-0"3

ROOF "G" TO WALL TRANSITION - RENOVATION

3" = 1'-0"4

ROOF "E" TO WALL TRANSITION - RENOVATION3" = 1'-0"

5ROOF "C" TO "D" TRANSITION - RENOVATION

3" = 1'-0"6

TRANSITION ROOF "C" TO ADDITION - RENOVATION

07/31/2020

July 31, 2020


PRE-FINISHED SCUPPER FLASHING AT BOTTOM

AND SIDES OF SCUPPER OPENING - PROVIDE

FULLY WELDED SEAMS


NEW PRESSURE TREATED WOOD BLOCKING

NEW TAPERED INSULATION

NEW RIGID INSULATION BASE LAYER

CUT EDGE SEALANT

NEW PRESSURE-SENSITIVE FLASHING WITH TPO PRIMER

WATER CUT OFF MASTIC

NEW TPO ROOFING MEMBRANE OVER 1/2"

COVERBOARD

TEMPORARY ROOFING MEMBRANE AS INDICATED ON

ROOF RENOVATION PLAN - TYP.

EXTEND SCUPPER SIDEWALL FLASHING TO

TOP OF EXISTING STONE COPING

PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING DECK - SPACE

24" O.C. MAX. EACH WAY -COUNTERSINK SCREW


EXISTING EXTERIOR MASONRY WALL TO REMAIN

EXISTING CONDUCTOR HEAD AND DOWNSPOUT TO

REMAIN

1/2" COVER BOARD

BONDING ADHESIVE

TPO ROOF MEMBRANE




SEALANT

NEW PRESSURE-SENSITIVE FLASHING WITH TPO PRIMER


NEW TPO ROOF MEMBRANE OVER 1/2" COVER BOARD

PRE-FINISHED SCUPPER FLASHING AT BOTTOM AND SIDES OF SCUPPER OPENING - PROVIDE FULLY WELDED SEAMS

SEALANT

SEALANT

SEALANT



PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO FASTEN NEW WOOD BLOCKING TO EXISTING STONE COPING

PROVIDE #12 DECK SCREWS TO FASTEN NEW BLOCKING TO EXISTING DECK - SPACE

24" O.C. MAX. EACH WAY -COUNTERSINK SCREW EXISTING WOOD DECKING TO REMAIN -

PATCH DECK AS REQUIRED

EXTEND ALL V.T.R.s AS REQUIRED TO PROVIDE A MIN. 8" CLEARANCE ABOVE NEW TPO ROOF MEMBRANE

HOT AIR WELD

NEW TPO ROOF MEMBRANE OVER 1/2" COVERBOARD

MIN

. C

LE

AR

8"

NEW 1 1/2" RIGID INSULATION BASE LAYER

NEW TAPERED INSULATION = SLOPE 1/8" PER FOOT


PROVIDE NEW STL PIPE SLEEVE OF SUFFICIENT LENGTH TO SLIDE

OVER EXISTING PIPE TO THE DECK AND EXTEND 8" MINIMUM ABOVE

THE NEW ROOFING MEMBRANE AS REQUIRED - FIELD VERIFY HEIGHT

NEEDED AT EACH LOCATION

ALTERNATE EXTENSION: OMG TUBOS PREFABRICATED PLUMBING VENT PIPE EXTENSION

EXISTING PLUMBING VENT - FIELD VERIFY SIZE

WATER CUT-OFF MASTIC

CUT EDGE SEALANT

CUT EDGE SEALANT

HOT AIR WELD

STAINLESS STEEL CLAMPING RING

NEW THERMOPLASTIC NON-REINF FLASHING

1" MIN.

4" MIN.

1/2

" M

IN.

PROVIDE LEAD FLASHING AT WASTE VENT ONLY

MIN

.

1' -

0"

EXIST. ROOFTOP EQUIPMENT - REMOVE TEMPORARILY TO INSTALL TPO MEMBRANE.

DISCONNECT/RECONNECT BY LICENSED ELECTRICIAN

FASTENERS AT 12" O.C. MAX

TPO MEMBRANE

BONDING ADHESIVE

NEW INSULATED ROOF CURB

FASTENER & SEAM FASTENING PLATE AT 12" O.C. MAX

1 1/2" MIN HOT AIR WELD

CUT EDGE SEALANT


NEW 1/8"/FT TAPERED ROOF INSUL

NEW 1 1/2" RIGID INSUL BASE LAYER

NEW 2x PRESSURE TREATED BLOCKING AS REQUIRED TO PROVIDE MIN. CLEARANCE ABOVE NEW ROOF MEMBRANE

EXISTING ROOF DECKING -REPAIR AS REQUIRED

FIELD VERIFY ALL CONDITIONS FOR OPENING DIMENSIONS

EXISTING OPENING TO REMAIN


PROVIDE 3/8" DIA. LAG SCREW TO FASTEN NEW BLOCKING - SPACE 24" O.C. MAX. EACH WAY - COUNTERSINK SCREW


OVERSIZED CLOSED-CELL FOAM BACKER ROD

BONDING ADHESIVE

TPO ROOF MEMBRANE

NEW TAPERED INSULATION -SLOPE 1/8" PER FOOT


EXISTING ROOF DECKING - PATCH AS REQUIRED

1 1/2" MIN HOT AIR WELD

CUT EDGE SEALANT

NEW 2x PRESSURE TREATED BLOCKING AS REQUIRED TO PROVIDE MIN. CLEARANCE ABOVE NEW ROOF MEMBRANE

TPO ROOF MEMBRANE OVER 1/2" COVER BOARD

EXISTING ROOF HATCH -REINSTALL OVER NEW

WOOD BLOCKING - FLASH ALL SIDES AS INDICATED

MIN

.

1' -

0"


PROVIDE 3/8" DIA. LAG SCREW TO FASTEN NEW BLOCKING - SPACE 24" O.C. MAX. EACH WAY -COUNTERSINK SCREW


TPO COVER STRIP WITH TPO PRIMER - EXTEND OVER TAPERED EDGE

STRIP


NEW 1/8"/FT TAPERED INSUL


NEW 2x6 P.T. PERIMETER BLOCKING - PROVIDE

ANCHOR BOLT ATTACHMENT AT 24" O.C. MAX.

NEW TAPERED EDGE STRIP

NEW PRE-FINISHED METAL EDGE FLASHING WITH A MIN. 3" FLANGE. FASTEN AT 3" O.C. WITH 1 1/4" RING SHANK NAILS - TYP

NEW PRE-FINISHED METAL GUTTER BRACKETS AT 24" O.C. MAX. - TYP AT ALL GUTTERS

CONT CLEAT FASTENED AT 6" O.C. WITH 1 1/4" RING SHANK NAILS - TYP

CUT EDGE SEALANT

NEW PRE-FINISHED METAL GUTTER (MATCH EXISTING FINISH) WITH 1" WIDE x 1/8" FLAT STOCK ALUM. BRACKETS AT 36" O.C. ATTACH WITH 2 DECK SCREWS PER BRACKET. RIVET BRACKET TO FRONT FACE OF GUTTER AND SEAL.

6"

5 1/4" 3/4"

1 1

/2"

PRE-FINISHED METAL GUTTER OUTLET - SET IN SEALANT -ATTACH PER MANUFACTURER SPECIFICATIONS

NEW 4" x 4" PRE-FINISHED METAL DOWNSPOUT (MATCH EXISTING FINISH) -EXTEND TO SPLASH BLOCK BELOW

NEW TEMPORARY ROOFING MEMBRANE

EXISTING METAL ROOF DECK

EXISTING BRICK MASONRY VENEER

EXISTING EXTERIOR STRUCTURAL WALL

PROVIDE EXPANSION BOLT @ 48" O.C. MAX TO FASTEN NEW WOOD BLOCKING TO EXISTING MASONRY WALL


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:33:5

7 P

M

A2.4

ROOF DETAILS -RENOVATION

1505Z

PR

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201

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NW

AY

, A

R

3" = 1'-0"1

SCUPPER DETAIL - OPEN COPING - RENOVATION3" = 1'-0"

2SCUPPER DETAIL - THROUGH WALL - RENOVATION

3" = 1'-0"3

TYP. VENT THROUGH ROOF - RENOVATION

3" = 1'-0"4

TYP. CURB DETAIL - RENOVATION3" = 1'-0"

5TYP. ROOF HATCH DETAIL - RENOVATION

3" = 1'-0"6

ROOF "F" GUTTER DETAIL - RENOVATION

07/31/2020

July 31, 2020

GROUND FLOOR

2ND FLOOR

12

' -

0"

1' -

2"

13

' -

6 3

/4"

9' -

10

"

EXISTING STONE COPING AND INSET

EXISTING VERTICAL ACCESS LADDER

EXISTING MASONRY BRICK

EXISTING STONE INSET






EXISTING WINDOW WITH STONE SILL - TYP.

EXISTING DOWNSPOUT WITH CONDUCTOR HEAD - TYP.

EXISTING MASONRY BRICK PILASTER - TYP.

EXISTING EXTERIOR GRADE - V.I.F.

14

' -

4"

1. PROTECT TREES AND SHRUBS IN THE LANDSCAPED AREAS AT THE EXTERIOR OF THE BUILDING DURING CONSTRUCTION TO PREVENT ANY DAMAGE OR DEATH TO THE TREES AND SHRUBS.

2. TUCK POINT AREAS INDICATED ON SHEET A1.53. PROVIDE SEALANT AT PERIMETER OF WINDOWS INDICATED ON SHEET A1.54. CLEAN ALL EXTERIOR BRICK MASONRY AND STONE PER SPEC SECTION 04 01 10.5. APPLY PENETRANT WATER REPELLENT OVER ENTIRE BUILDING FACADE PER

SPEC SECTION 07 19 23.

EXTERIOR WALL NOTES

EXISTING JOINTS IN STONE COPING AT APPROXIMATELY 48" O.C. - REMOVE ALL EXISTING VERTICAL JOINTS. REPLACE VERTICAL JOINT WITH BACKER ROD AND SEALANT (SEE SPECIFICATIONS) PRIOR TO INSTALLATION OF NEW STONE COPING METAL CAP.

GROUND FLOOR

2ND FLOOR

GYM FLOOR





EXISTING WINDOW WITH STONE SILL - TYP.




EXISTING STONE PILASTER CAP - TYP.


EXISTING CONDUCTOR HEAD WITH DOWNSPOUT - TYP.

EXISTING OPEN SCUPPER - TYP.


EXISTING EXTERIOR EXHAUST LOUVER - TYP.

15

' -

4"2

2' -

0"

36

' - 1

0 3

/4"

40

' - 1

0 3

/4"


LANEY - MANION HALL ROOF

EXISTING PAINTED CONCRETE BASE


NEW PRE-FIN. METAL DOWNSPOUT AND CONDUCTOR HEAD - MATCH EXISTING FINISH

NEW PRE-FIN. METAL DOWNSPOUT AND CONDUCTOR HEAD - MATCH EXISTING FINISH

NOTE: NEW 8"x8" SCUPPER - SAW CUT INTO EXISTING MASONRY WALL - PROVIDE SCUPPER FLASHING SIMILAR TO DETAIL 2 ON A2.4




EXTERIOR WALL NOTES EXISTING JOINTS IN STONE COPING AT APPROXIMATELY 48" O.C. -REMOVE ALL EXISTING VERTICAL JOINTS. REPLACE VERTICAL JOINT WITH BACKER ROD AND SEALANT (SEE SPECIFICATIONS) PRIOR TO INSTALLATION OF NEW STONE COPING METAL CAP.


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:35:2

3 P

M

A2.5

EXTERIORELEVATIONS

1505Z

PR

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R

1/8" = 1'-0"1

NORTH ELEVATION

1/8" = 1'-0"2

EAST ELEVATION

ADD ALTERNATE #1 - PROVIDE NEW SEALANT AROUND ALL EXISTING WINDOWS, LOUVERS, AND DOORS ALONG THE EXTERIOR FACADE NOT INDICATED ON SHEET A1.5


ALTERNATES:

ALTERNATES:

07/31/2020

July 31, 2020

07/31/2020

July 31, 2020

MECHANICAL FLOOR

POOL FLOOR

GROUND FLOOR












LANEY-MANION BUILDING CONNECTION


EXISTING CONDUCTOR HEAD AND DOWNSPOUT - TYP.


EXISTING MASONRY BRICK CHIMNEY

PAINTED CONCRETE BASE









19

' -

4"

29

' -

0"

25

' - 1

0"

18

' -

0"




EXTERIOR WALL NOTES

EXISTING JOINTS IN STONE COPING AT APPROXIMATELY 48" O.C. - REMOVE ALL EXISTING VERTICAL JOINTS. REPLACE VERTICAL JOINT WITH BACKER ROD AND SEALANT (SEE SPECIFICATIONS) PRIOR TO INSTALLATION OF NEW STONE COPING METAL CAP.





EXTERIOR GRADE - V.I.F.






EXISTING CONDUCTOR HEAD AND DOWNSPOUT - TYP.


EXISTING EXTERIOR WINDOW WITH STONE SILL - TYP.






PHYSICAL THERAPY CENTER BREEZEWAY

EXISTING STONE PILASTER CAP - TYP. EXISTING OPEN SCUPPER - TYP.






NOTE: PROTECT TREES AND SHRUBS IN THE LANDSCAPED AREAS AT THE

EXTERIOR OF THE BUILDING DURING CONSTRUCTION TO PREVENT ANY DAMAGE

OR DEATH TO THE TREES AND SHRUBS.




EXTERIOR WALL NOTES

EXISTING JOINTS IN STONE COPING AT APPROXIMATELY 48" O.C. -REMOVE ALL EXISTING VERTICAL JOINTS. REPLACE VERTICAL JOINT WITH BACKER ROD AND SEALANT (SEE SPECIFICATIONS) PRIOR TO INSTALLATION OF NEW STONE COPING METAL CAP.

EXISTING MASONRY BRICK CHIMNEY



LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:36:0

1 P

M

A2.6

EXTERIORELEVATIONS

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

1/8" = 1'-0"1

SOUTH ELEVATION

1/8" = 1'-0"2

WEST ELEVATION



ALTERNATES:

ALTERNATES:

07/31/2020

July 31, 2020

ROOF 'G' ROOF 'F'

NEW SIDEWALK

+/- 10' - 0" V.I.F.

NEW SIDEWALK

+/- 10' - 0" V.I.F.

PROVIDE DOWELS TO TIE NEW SIDEWALK INTO EXISTING SIDEWALK - SEE DETAIL 2 ON SHEET A2.7

EXISTING CONCRETE SIDEWALK

LOCATE DOWNSPOUT AND NEW CONCRETE SIDEWALK WITH LOCATION OF NEW

THROUGH WALL SCUPPERS - NEW 8" x 8" SCUPPERS - SAW CUT INTO EXISTING MASONRY WALL - PROVIDE SCUPPER

FLASHING SIMILAR TO DETAIL 2 ON A2.4 -EXTEND DOWN SPOUT TO DRAIN COVER -

HOLD DRAIN COVER BACK TO ALLOW DISCHARGE INTO NEW TRENCH DRAIN.

SLOPE TRENCH DRAIN AT SIDEWALK - EXTEND 4" CORRUGATED PIPE EXTENSION TO DAYLIGHT

CAP EXISTING DOWNSPOUT AT TOP OF

EXISTING SIDEWALK

LANEY-MANION ADDITION

(NOT IN CONTRACT)

CUT BACK EXISTING GRADING TO PROVIDE

POSITIVE DRAINAGE

2

A2.7

Sim

_______2

A2.7

Sim

_______

REPLACE SOD AT AREA WHERE REGRADING IS REQUIRED FOR POSITIVE DRAINAGE - SEE DETAIL 3 ON SHEET A2.7

PROVIDE 8" TURN DOWN AT NEW SIDEWALK EDGE - TYP.

PROVIDE 8" TURN DOWN AT NEW SIDEWALK EDGE - TYP.

CONCRETE EXPANSION JOINT (ALL SIDES - TYP)

CONCRETE EXPANSION JOINT (ALL SIDES - TYP)

E.J

.

E.J

.

C.J

.

C.J

.

E.J

.

E.J

.

NOTE: CONTRACTOR TO REPLACE ANY SODDED AREAS DAMAGED DURING CONSTRUCTION ALONG THE ENTIRE PERIMETER OF THE BUILDING

4"

TOP OF COMPACTED SUBGRADE

NEW SOD OVER TOPSOIL

3/4" +/-

LINE OF SAW CUT SIDEWALK

SELF-LEVELING JOINT SEALANT

CLOSED CELLBACKER ROD

EXP. JOINT MATERIAL

#3x24" DOWEL @ 18" O.C. IN AREAS INDICATED ON PLAN

GREASE DOWEL AT EXISTING CONCRETE

LINE OF SAW CUT SIDEWALK

GREASE DOWEL AT EXISTING CONCRETE

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE

CAST-IN-PLACE DRAIN SYSTEM WITH SOLID COVER GRATING (SLOPE FOR POSITIVE

DRAINAGE AWAY FROM THE BUILDING EXTERIOR) - CENTER TRENCH DRAIN AT

CENTERLINE OF NEW DOWNSPOUT

NEW CONCRETE SIDEWALK - MATCH EXISTING FINISH

+/- 10'-0" V.I.F.

4"

4" 4"

V.I.F.


LITTLE ROCK, AR

501-370-9207 501-370-9208 (FAX)

72201

CONSULTANTS:

ISSUE DATE

CONTENTS

SHEET NUMBER

PROJECT NUMBER

REVISIONS

7/3

1/2

02

0 2

:50:2

1 P

M

A2.7

MISCELLANEOUSDETAILS

1505Z

PR

INC

E C

EN

TE

R R

OO

F R

EP

LA

CE

ME

NT

UN

IVE

RS

ITY

OF

CE

NT

RA

L A

RK

AN

SA

S

201

DO

NA

GH

EY

AV

E,

CO

NW

AY

, A

R

N

1/4" = 1'-0"1

SITE PLAN - ROOF "G" NEW SCUPPER AND DOWNSPOUT1 1/2" = 1'-0"

3TYP. SODDING DETAIL

1 1/2" = 1'-0"2

NEW CONCRETE SIDEWALK

07/31/2020

July 31, 2020

PRINCE CENTER ROOF REPLACEMENT - UCA

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