ABBREVIATIONS Project R-4 - Kovert Hawkins

COMM

ISSI

ON N

O.

DATE SET NUMBER

MIKE W. HAMILTON

DENOTES PROJECT COMMISSION NUMBER/TEST CUT NUMBERDENOTES APPLICATION OF BUILDING MATERIAL ASSEMBLYAS ROOF (M)EMBRANE OR (F)LASHING

DENOTES PROJECT COMMISSION NUMBER/TEST CUT NUMBERDENOTES APPLICATION OF BUILDING MATERIAL ASSEMBLYAS ROOF (M)EMBRANE OR (F)LASHING

L0001M

NON-ASBESTOS BUILDINGMATERIAL TEST LOCATION

L0001F

ASBESTOS BUILDINGMATERIAL TEST LOCATION

AREA MAP

ROOM NAME

ROOM NUMBER

1A101

1A101

1

1A101

DETAIL

SHEET

XX

XX XX

ELEVATION TARGETEL=100'-0"

XX

SYMBOLS KEY

WORK DESCRIPTION NOTE

DEMO WORK DESCRIPTIONNOTE

WINDOW OR ROOF AREA

EART

HWOR

KCO

NCRE

TEMA

SONR

Y

META

LSW

OOD

GLAS

SIN

SULA

TION

BUILDING SECTION

WALL SECTION

EARTH/UNDISTURBED FILL

EARTH/COMPACTED FILL

GRANULAR FILL

SAND

CONCRETE

CONCRETEMASONRY UNIT

BRICKSTEEL

ALUMINUM

LUMBER

FINISH WOOD

WOOD BLOCKING

PLYWOOD

GLASS

GLASS BLOCK

BATT/LOOSEINSULATION

RIGID INSULATION

NORTH ARROW

COLUMN CENTERLINE

100'-0"

100'-0"

NEWELEVATIONPOINT

EXISTINGELEVATIONPOINT

ELEVATIONS

ENLARGED PLAN/DETAIL

DETAIL DESCRIPTION NOTES

OFFICE104

NORT

H

DETAIL

SHEET

1

A101

ABBREVIATIONS

JAMES C. LAKE

INDEX OF DRAWINGS

# or NO NUMBER# or LB POUND

AB ANCHOR BOLTABD ABANDONEDABV ABOVEA/C ASPHALT/CONCRETEAC AIR CONDITIONINGACC ACCESSAD AREA DIVIDERADD ADDENDUMADTN ADDITIONADH ADHESIVEA/E ARCHITECT/ENGINEERAE ASPHALT EMULSIONAFF ABOVE FINISH FLOORAGG AGGREGATEALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATELYAP ACCESS PANELARCH ARCHITECTASBS ASBESTOSASPH ASPHALTAZ ALUMINUM ZINC

B/ BOTTOM OFB&B BALLED AND BURLAPPEDBC BOTTOM OF CURBBD BOARDBFLG BASE FLASHINGBFP BACKFLOW PREVENTERBIT BITUMINOUSBJT BED JOINTBLDG BUILDINGBLKG BLOCKINGBM BEAMBMK BENCH MARKBOC BACK OF CURBBOTT BOTTOMBRG BEARINGBRZ BRONZEBS BOTH SIDESBUR BUILT-UP ROOFING

CB CATCH BASINC/C CENTER TO CENTERCEM CEMENTCFM CUBIC FEET PER MINUTECH CABINET HEATERCHAM CHAMFERCHT CEILING HEIGHTCI CAST IRONCIP CAST-IN-PLACECIRC CIRCUMFERENCECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLK CAULKCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCNTR COUNTERCO CLEAN OUTCOL COLUMN LINECONC CONCRETECONC BLK CONCRETE BLOCKCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRUGATEDCP CIRCULATING PUMPCPE CHLORINATED POLYETHYLENECPT CARPETCSP CORRUGATED STEEL PIPECSPE CHLOROSULFONATED POLYETHYLENECTR CENTERCW COLD WATERCWF CEMENTITIOUS WOOD FIBER

DBL DOUBLEDEG DEGREEDF DRINKING FOUNTAINDG DOOR GRILLEDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDS DOWNSPOUTDT DRAIN TUBEDTL DETAILDW DISHWASHERDWG DRAWINGEA EXHAUST AIREC ELECTRICAL CONTRACTOREF EXHAUST FANEG EXHAUST GRILLEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREOP EDGE OF PAVEMENTEPDM ETHYLENE PROPYLENE DIENE MONOMEREQ EQUALEQUIP EQUIPMENTER EXHAUST REGISTEREST ESTIMATEEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXG EXISTINGEXP EXPOSEDEXP JT EXPANSION JOINTEXT EXTERIOR

FAI FRESH AIR INTAKEFCO FLOOR CLEAN OUTFD FIRE DAMPERFDN FOUNDATIONFE FINISHED END

FFE FINISH FLOOR ELEVATIONFGL FIBER GLASSFIN FINISHEDFLD FLOOR DRAINFLG FLASHINGFOC FACE OF CURBFP FALL PROTECTIONFSR FLEXIBLE SHEET ROOFINGFTG FOOTINGFVAV FAN-POWERED AIR VOLUME BOXFWHYD NON-FREEZE WALL HYDRANTFX FIRE EXTINGUISHERFXC FIRE EXTINGUISHER CABINET

GA GUAGEGALV GALVANIZEDGC GENERAL CONTRACTORGCMU GLAZED CONCRETE MASONRYGI GLAVANIZED IRONGPM GALLONS PER MINUTEGRV GRAVITY ROOF VENTGYP GYPSUMGYP BD GYPSUM WALLBOARD

HB HOSE BIBHC HOLLOW COREHD HUB DRAINHDPE HIGH DENSITY POLYETHYLENEHDWE HARDWAREHGT HEIGHTHM HOLLOW METALHMG HOLLOW METAL GALVANIZEDHMI HOLLOW METAL INSULATEDHMIG HOLLOW METAL INSULATED & GALVHORZ HORIZONTALHP HORSEPOWERHR HOURHVAC HEATING, VENTILATING AND AIR CONDITIONINGHW HOT WATER

ID INSIDE DIAMETERIE INVERT ELEVATIONIL INLETINFO INFORMATIONINSUL INSULATIONINT INTERIORIR INTERMEDIATE RIBIV INSULATION VENT

JT JOINT

K KIPKS KITCHEN SINKKW KILOWATT

LAM LAMINATEDLAV LAVATORYLG LONGLIN LINEARLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LIGHT POLELTL LINTELLVR LOUVERLWC LIGHT WEIGHT CONCRETE

MAS MASONRYMATL MATERIALMAV MANUAL AIR VENTMAX MAXIMUMMB MOP BASINMBR MODIFIED BITUMEN ROOFINGMD MANUAL DAMPERMECH MECHANICALLYMET METALMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMOD MOTOR OPERATED DAMPERMR MARTINRILEYMRD METAL ROOF DECKMS MOP SINKMTD MOUNTEDMTL MATERIALMV MIXING VALVE

NIC NOT IN CONTRACTNOM NOMINALNR NARROW RIBNTS NOT TO SCALE

OA OUTSIDE AIROAC OPENING ABOVE CEILINGOAI OUTSIDE AIR INTAKEOD OUTSIDE DIAMETEROP OVERHEAD POWER LINESOPNG OPENINGORIG ORIGINALOWJ OPEN WEB JOISTOZ OUNCE

PC PLUMBING CONNECTIONPCC PRECAST CONCRETEPENT PENTHOUSEPERF PERFORATEDPFN PRE-FINISHEDPIB POLYISOBUTYLENEPL PLATEPLAS PLASTICPNT PAINTPP PITCH POCKETPPN PIPE PENETRATIONPREFAB PREFABRICATEDPRV POWERED ROOF VENTPS PIPE SEAL

PSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPV PLUMBING VENTPVC POLYVINYL CHLORIDEPWD PLYWOOD

R RADIUSRA RETURN AIRRAE REINFORCED ASPHALT EMULSIONRC ROOF CEMENTRCP REINFORCED CONCRETE PIPERD ROOF DRAINRE RIM ELEVATIONREINF REINFORCEDREQ'D REQUIREDRF RETURN FANRFG ROOFINGRG RETURN GRILLERM ROOMRO ROUGH OPENINGRR RETURN REGISTERRRD RELIEF ROOF DRAINRS ROOF SUMPRTU ROOF TOP UNITRV RELIEF VENTR/W RIGHT-OF-WAY

S SILIENCERSA SUPPLY AIRSAT SATELLITE DISHSB SOIL BORINGSC SOLID CORESCP SCUPPERSCH SCHEDULESCHL SCHOOLSD STORM DRAINSF SUPPLY FANSG SUPPLY GRILLESH SHOWER HEADSHT SHEETSIM SIMILARSK SINKSKY SKYLIGHTSLNT SEALANTSMC SHEET METAL CONTRACTORSP SUMP PUMPSPEC SPECIFICATIONSQ SQUARESR SUPPLY REGISTERSS STAINLESS STEELSSK SERVICE SINKST STORMSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESUSP SUSPENDEDSV SMOKE VENTSYS SYSTEM

T/ TOP OFT&G TONGUE AND GROOVETC TEMPERATURE CONTROLTCC TEMPERATURE CONTROL CONTRTD TRANSFER DUCTTEMP TEMPERATURETERM TERMINATIONTHK THICK or THICKNESSTG TRANSFER GRILLETJ TOP OF JOISTTM TOP OF MASONRYTMP TEMPEREDTOC TOP OF CURBTS TEMPERATURE SENSORTYP TYPICAL

U URINALUC UNDERCUTUH UNIT HEATERUL UNDERWRITER'S LABORATORIESUVR UNFINISHED VAPOR RETARDERUNO UNLESS NOTED OTHERWISE

V VINYLVAV VARIABLE AIR VOLUME BOXVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVRT VERTICALVEST VESTIBULEVTR VENT THRU ROOF

W/ WITHW WATTW/O WITHOUTWC WATER CLOSETWCO WALL CLEAN OUTWD WOODWDR WALL DRAINWH WATER HEATERWHYD WALL HYDRANTWP WATERPROOFINGWR WIDE RIBWS WALL SECTIONWWF WELDED WIRE FABRIC

YD YARDYH YARD HYDRANTYR YEAR

Project R-42016 Roof Replacement

UTICA ELEMENTARY SCHOOLGreater Clark County Schools

210 Maplehurst DriveJeffersonville, IN 47130

201611.11

8/25

/201

6 3:

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Utica ElementaryR411R412R413R414R415R416

ROOF PLANENLARGED ROOF PLANSENLARGED ROOF PLANSROOF DETAILSROOF DETAILSTYPICAL ROOF DETAILS

Project R-4

33'-5" 45'-2" 33'-2" 8'-3" 33'-4" 44'-11" 33'-9"

33'-7

"45

'-0"

33'-4

"7'-

11"

33'-5

"45

'-2"

33'-7

"32

'-8"

3'-7"

30'-9

"53

'-5"

25'-10" 7'-8" 46'-11" 13'-5" 44'-1" 13'-11" 6'-3" 5'-5" 15'-3" 19'-9" 33'-9"

68'-8

"27

'-6"

7'-8"

16'-1

0"33

'-6"

44'-1

1"23

'-0"

51'-1

0"45

'-1"

33'-7

"

PV

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS RS

RS

RS

RS

RS

RSRS

RS

RS

RS

RS RS

RS

RS

RS

PRV

PRV

PV

PV

PV

PV

PV

PV

PV

PRV

PV

PV

PV

PRV PRV

PV

PV

PV

PV PRVPRV

PRV

PRV

PRV

PVPRVPV

PV

PV

PRV

GRV

GRVGRVGRV

HATCH

GRV

GRV

GRV

RTU

RTU

RTU

RTUPP

WIN

DOW

DOOR

LOUV

ER

LADDER

GNV

DOOR

LOUV

ER

WIN

DOW

WIN

DOW

WIN

DOW

WIN

DOW

WIN

DOW

SKY SKY

SKYSKY

EXP JT.

EXP JT

3

5

4

2

UPPER GYM ROOFALTERNATE R-4-B

ALTERNATE R-4-BEAST CANOPY

ALTERNATER-4-A

WEST CANOPYALTERNATE R-4-B

R4125

R4132

R4133

R4122

PP

1

TYP2

TYP3

TYP4

5

TYP13

14

TYP15

16

TYP18

19

21

22

TYP23

2425

TYP3

16

7

6TYP

20

TYP8

TYP9

TYP10

1

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

2

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R4141

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

PRV

6'-0"

6'-0"

6'-0"

PV

PRV

4'-0"

6'-0"

6'-0"

PRV

6'-0"

6'-0"

PV

PV

PV

PV

6'-0"

6'-0"

PRV

6'-0"

PV

4'-0"

6'-0"

6'-0"

6'-0"

6'-0" 6'-0"

1/8":1

2"TA

PER

1/8":1

2"TA

PER

PV

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

6'-0"

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":12"

TAPER

1/8":1

2"TA

PER

SP

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":12"TAPER

1/8":12"TAPER

RIDGE1/8

":12"

TAPE

R

6'-0"

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":12

"TAPER

1/8":1

2"TA

PER

1/8":12"

TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":12

"TAPER1/8

":12"

TAPE

R1/8":12"

TAPER

1/8":12"TAPER

WIN

DOW

WIN

DOW

TYP11

6'-0"

1/8":12"TAPER

1/8":12

"

TAPER

1/8":1

2"TA

PER

1/8":12"

TAPER

1/8":1

2"TA

PER

1/8":12

"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":12

"

TAPER

1/8":12"TAPER

1/8":12"

TAPER 1/8":1

2"TA

PER

1/8":12

"TAPER

1/8":12"TAPER

RIDG

E

SP

1/8":1

2"TA

PER

1/8":12

"

TAPER

1/8":12"TAPER

1/8":12"TAPER

1/8":12"

TAPER

1/8":12"TAPER

1/8":12"

TAPER 1/8":1

2"TA

PERPV

1/8":1

2"TA

PER

RIDGE

RIDGE

17

17

7

232'-1"

352'-

7"

61/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

6'-0"

1/4":12"

1/4":12"

1/4":12"

1/4":12"1/4":12"

1/4":12"

1/4":12"

6'-0"

1/4":12"

1/4":12"

6'-0"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

6'-0"

1/4":12"

1/4":12"

1/4":12"

6'-0"

8'-0"

2AALTERNATE R-4-A

2BALTERNATE R-4-A

1CENTRAL UPPER ROOFBASE WORK R-4

1A BASE WORK R-4

4

R415

4

R415SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIMSIM

6

R415

6

R415

1/8":1

2"TA

PER

1/8":1

2"TA

PER

NEW THRU-WALL FLASHING

NEW

THR

U-W

ALL F

LASH

ING

NEW

THR

U- W

ALL F

LASH

ING

NEW

THR

U-W

ALL F

LASH

ING

NEW

THR

U-W

ALL F

LASH

ING

TYP11

TYP11

BASE WORK R-4

BASE

WOR

K R-

4

BASE

WOR

K R-

4

BASE

WOR

K R-

4

BASE

WOR

K R-

4

TYP11

TYP11

SIM

11 11

11

_ _

_


NEW THRU-WALL FLASHINGBASE WORK R-4

BASE WORK R-4

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

4

R414

EJ

12

EJ12

EJ12

EJ

12

EJ

12

EJ

12

EJ12

EJ

12

EJ

12

EJ

12

EJ12

EJ12

EJ

12

EJ

12

EJ

12

EJ

12

DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:

2 TYPE "A" METAL DECK

1/2" WOOD FIBER COVER BOARD ASPHALT ADHERED OVERTAPERED POLYISOCYANURATE (START THICKNESS 2.5"),1ST LAYER MECHANICALLY ATTACHED SUBSEQUENTLAYERS ASPHALT ADHERED

4 PLY BUILT UP ROOF, ASPHALT ADHERED FIBERGLASSFELTS

FLOOD COAT ASPHALT & GRAVEL

MBR

2A2B

ROOF FIELD -31.1 POUNDS PER SQUARE FOOT

ROOF PERIMETER -52.2 POUNDS PER SQUARE FOOT

ROOF CORNERS -78.5 POUNDS PER SQUARE FOOT

ROOF PRESSURES

VERTICAL DESIGN PRESSURE -64.17 POUNDS PER SQUARE FOOT

HORIZONTAL DESIGN PRESSURE -39.22 POUNDS PER SQUARE FOOT

EDGE METAL PRESSURES

WOOD NAILERS ARE TO BE INSTALLED IN ACCORDANCE WITHANSI-SPRI ES1 2003. APPROPRIATE WIND LOAD SAFETYFACTORS ARE TO BE USED BASED ON THE TABLE BELOW

WIND LOAD SAFETY FACTORSWOOD

MASONRY

STEEL

4.5

3.0

1.9

2

4

5

1

3

SURROUNDING LOWER ROOFALTERNATE R-4-A

6

8

7

CENTRAL UPPER ROOFBASE WORK R-4

EAST CANOPYALTERNATE R-4-B

EAST GYM LOW ROOFALTERNATE R-4-B

SOUTHEAST GYM LOW ROOFALTERNATE R-4-B

SOUTHWEST LOW GYM ROOF AREAALTERNATE R-4-B



2B SURROUNDINGLOWER ROOFALTERNATE R-4-A

2ASURROUNDING LOWER ROOFALTERNATE R-4-A

1A

CONTRACTOR AND/OR SUBCONTRACTORS SHALL NOT STAGE AND/OR STORE MATERIALS ON EXISTING ROOFSYSTEMS THAT ARE NOT PART OF THIS WORK AND ON ROOF AREAS <2>, <2A> AND <2B> DURING INSTALLATION OFNEW THRU-WALL FLASHING, AS NOTED ON ROOF PLANS. PROTECTION BOARD (1/2" PLYWOOD OVER 2" XPS) SHALLBE PROVIDED FOR 8'-0" MINIMUM FROM ADJOINING WALL OF CONTRACT AREAS AND NOT IN CONTRACT AREAS.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS THAT AFFECT THIS WORK.

CONTRACTOR STAGING AREA SHALL BE KEPT CLEAN AND ORGANIZED. PROVIDE CHAIN LINK CONSTRUCTIONFENCING AROUND STAGING AREA(S) TO PREVENT PEDESTRIAN TRAFFIC.

PROVIDE PROTECTIVE BARRIER BENEATH ANY ROOFING VEHICLES OR EQUIPMENT TO PREVENT DAMAGING AND/ORSTAINING OF EXISTING ASPHALT OR CONCRETE WALK WAYS.

CONTRACTOR SHALL DOCUMENT (PHOTOGRAPH AND MARK ON SITE PLAN) EXISTING DEFECTS AND/OR DAMAGE TOEXISTING WALK WAYS PRIOR TO COMMENCEMENT OF WORK. A COPY OF EXISTING CONDITIONS DOCUMENTATIONSHALL BE PROVIDED TO ROOF CONSULTANT FOR RECORDS.

1.

2.

3.

4.

5.

GENERAL NOTES

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THEPROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THESPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANYPERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MARTIN RILEY, INC.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFYAND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANYVARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGNCONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.

DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

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F16065 2016.08.09

R411OVERALL ROOF PLAN

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Plan Work Description Notes12 CLEAN, SCRAPE, CLEAR OUT ALL EXISTING SEALANTS AND BACKER ROD AT

IDENTIFIED EXISTING MASONRY EXPANSION JOINTS (EJ). GRIND/SAW CUT 3/8"MINIMUM WIDE AS NECESSARY AND PROVIDE NEW BACKER ROD AND CONTINUOUSTOOLED URETHANE SEALANT, AREAS <1A>,<2>,<2A> & <2B> - SEE DETAIL 7/R415 -INCLUDE IN BASE WORK R-4

13 RESET ALL EXG (RS) CLAMPING RINGS AND STRAINERS IN NEW FLEXIBLE SHEETROOFING FLG. REMOVE AND REPLACE ANY MISSING AND/OR BROKEN COMPONENTSWITH NEW CAST IRON COMPONENTS, REPLACE ALL PLASTIC STRAINERS WITH NEWCAST IRON STRAINERS, AREAS <2>,<2A> & <2B> - SEE DETAIL 5/R416

14 EXG ROOF HATCH TO REMAIN. PROVIDE NEW GI COUNTERFLASHING MECHANICALLYATTACHED TO ROOF HATCH. PROVIDE NEW FALL PROTECTION RAILS AROUND HATCH,AREAS <2>,<2A> & <2B> - SEE DETAIL 8/R416

15 ALL EXISTING SKYLIGHTS (SKY) TO REMAIN, REMOVE EXG FLASHING AND PROVIDENEW EPDM FLASHINGS, AREAS <2>,<2A> & <2B> - SEE DETAIL 5/R415

16 EXG EXPANSION JOINT CURB TO REMAIN. RAISE EXG CURB TO ACCOMODATE NEW 8"BASE FLASHING. PROVIDE NEW 24 GA PREFINISHED GI EXPANSION JOINT COVER.TAPER BACK 3'-0" MIN AND TERMINATE INTO NEW FASCIA, AREAS <2>,<2A> & <2B> -SEE DETAIL 4/R414

17 PROVIDE NEW WOOD AREA SEPERATION CURB AND NEW 24 GA PREFINISHED GIMETAL CAP, AREAS <2>,<2A> & <2B> - SEE DETAIL 4/R415

18 REMOVE EXG METAL FASCIA, PROVIDE NEW MANUFACTURER'S PREFINISHED GIFASCIA, AREAS <2>,<2A> & <2B>

19 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=2.0") (AVG. R-20.29)AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM, AREAS <2>,<2A> &<2B> - SEE DETAIL 6/R413

20 REMOVE AND REINSTALL EXG CONDUIT AS REQUIRED TO FACILITATE INSTALLATIONOF NEW FLASHINGS. RESET EXG CONDUIT ON NEW PIPE SUPPORTS AT 6'0" C/C,AREAS <2>,<2A> & <2B>

21 PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADSAS INDICATED ON ROOF PLAN, AREAS <2>,<2A> & <2B>

22 EXG LADDER TO REMAIN. PROVIDE NEW MANUFACTURER'S STANDARD PRESSURESENSITIVE 3/8" WALK PADS AT TOP AND BASE OF LADDER, AREAS <2>,<2A> & <2B>

23 PROVIDE NEW 1/4":12" TAPERED INSULATION SADDLES WITH 6" TAPERED EDGE STRIP,AREAS <2>,<2A> & <2B>

24 PROVIDE NEW FLEXIBLE SHEET ROOFING (FSR) FLASHINGS AND STRIPPINGS, AREAS<2>,<2A> & <2B>

25 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'SWARRANTY (20 YEAR), AREAS <2>,<2A> & <2B>

Plan Work Description Notes1 REMOVE EXISTING (EXG) BUILT UP ROOFING (BUR), INSULATION, FLASHINGS (FLG'S),

CANTS AND STRIPPINGS, INSPECT EXG TYPE "A" METAL DECK FOR DAMAGE ORDETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT, AREAS <2>,<2A> &<2B>

2 REMOVE ALL EXG PLUMBING VENT (PV) FLG'S. EXTEND TO ACCOMMODATE NEW 12"MINIMUM FLG HEIGHT. PROVIDE NEW MANUFACTURER'S FIELD FORM FLASHING ORMANUFACTURER'S PREFORMED PIPE SEAL, AREAS <2>,<2A> & <2B> - SEE DETAIL3/R416

3 DISCONNECT AND RECONNECT EXG POWER ROOF VENTILATOR'S (PRV'S) ANDGRAVITY ROOF VENTILATOR'S (GRV'S) AS REQUIRED TO ACCOMMODATE NEW 8"MINIMUM BASE FLG HEIGHT. EXTEND ELECTRICAL WIRING AND DUCTWORK TOACCOMMODATE NEW FLG HEIGHT. PROVIDE NEW EPDM FLASHING, MANUFACTURER'STERMINATION BAR AND GI SLIP COUNTER FLASHING MECHANICALLY ATTACHED TOEQUIPMENT HOOD FLANGE AT 12" C/C MAXIMUM, AREAS <2>,<2A> & <2B> - SEEDETAILS 1/R416 & 2/R416

4 REMOVE ALL EXISTING PITCH POCKETS (PP) AT PIPE PENETRATION. PROVIDEMANUFACTURERS FLEXIBLE PIPE SEAL FLASHING OR FIELD FORM FLASHING, AREAS<2>,<2A> & <2B> - SEE DETAIL 3/R416

5 REMOVE EXISTING GOOSE NECK VENT (GNV) FLUE COLLAR AND STACK FLASHING.PROVIDE NEW GI FLASHING AND RAIN COLLAR, AREAS <2>,<2A> & <2B> - SEE DETAIL4/R416

6 EXG ROOF TOP UNITS (RTU) TO REMAIN. PROVIDE NEW EPDM FLASHING,MANUFACTURER'S TERMINATION BAR AND GI SLIP COUNTERFLASHINGMECHANICALLY ATTACHED TO EXG EQUIPMENT CURB AND EQUIPMENT RAILS.PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADSAROUND ALL ROOF TOP UNITS. AREAS <2>,<2A> & <2B> - SEE DETAILS 1/R416, 2/R416AND 7/R416

7 EXG ROOF TOP UNIT'S (RTU) TO REMAIN AT EXG HEIGHT. PROVIDE NEW EPDM GI SLIPFLASHING MECHANICALLY ATTACHED TO EQUIPMENT HOOD FLANGE AT 12" C/CMAXIMUM. PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8"WALK PADS AROUND ALL ROOF TOP UNITS, AREAS <2>,<2A> & <2B> - SEE DETAIL6/R416

8 REUSE EXG SHEET METAL THRU WALL RECEIVER AT LOUVER. PROVIDE NEW 24 GAPREFINISHED GI COUNTERFLASHING. INCLUDE IN BASE WORK R-4: CLEAN, SCRAPEAND REMOVE ALL EXG RESIDUAL SEALANTS AND PROVIDE NEW BACKER ROD ANDSEALANT AT EXG LOUVERS, AREAS <2>,<2A> & <2B> - SEE DETAIL 2/R415

9 REUSE EXG DOOR THRESHOLD RECEIVER. PROVIDE NEW 24 GA PREFINISHED GICOUNTERFLASHING. INCLUDE IN BASE WORK R-4: CLEAN, SCRAPE AND REMOVE ALLEXG RESIDUAL SEALANTS AND PROVIDE NEW BACKER ROD AND SEALANT AT EXGDOORS, AREAS <2>,<2A> & <2B> - SEE DETAIL 1/R415

10 REMOVE EXG COUNTERLASHING AND SHEET METAL FLASHING AT WINDOW. PROVIDENEW PREFINISHED COUNTERFLASHING. INCLUDE IN BASE WORK R-4: CLEAN, SCRAPEAND REMOVE ALL EXG RESIDUAL SEALANTS AND PROVIDE NEW BACKER ROD ANDSEALANT AT EXG WINDOWS, AREAS <2>,<2A> & <2B> - SEE DETAIL 3/R415

11 REMOVE (3) COURSES OF EXISTING BRICK. SALVAGE AND/OR REPLACE WITH NEWMATCHING BRICK TO ACCOMMODATE INSTALLATION OF NEW THRU-WALL FLASHING.PROVIDE NEW ASPHALT COATED COPPER THRU-WALL FLASHING AND NEW 24 GASTAINLESS STEEL REGLET RECEIVER. PROVIDE WEEP VENTS AT 16" C/C, AREAS<2>,<2A> & <2B> - SEE DETAIL 2/R414 - INCLUDE IN BASE WORK R-4

NORT

H

1/16" = 1'-0"R4112 Overall Roof Plan

N.T.S.R4113 Existing Conditions

N.T.SR4114 Design Uplift Pressures

NORT

H

N.T.S.R4111 Key Plan

Utica Elementary210 Maplehurst Dr

Jeffersonville, IN, 47130

INCLUDE IN BASE WORK R-4:





RS

RS

RSRS

RS RS

RSRS

PRV

PRV

PRV

PV

PVPRV PRV

GRVGRV

GRV

GRVGRV

GRVGRV GRV

GRVGRV

GRV

GRV

GRV

GRV

GRVGRV

1 CENTRAL UPPER ROOFBASE WORK R-4

64'-1

0"24

'-4"

9'-2"

9'-1"

17'-4

"28

'-5"

39'-2

"9'-

6"

201'-

8"

LADDER

9'-6" 85'-0" 9'-7"

65'-0

"24

'-3"

8'-11

"8'-

10"

20'-1

"45

'-3"

3'-11

"15

'-10"

9'-7"

10'-2" 14'-2" 55'-8" 14'-4" 10'-0"

1

TYP3

TYP8

TYP9

10

14

15

1617

TYP4

TYP4

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

1

R414

3

R414

RIDG

ERI

DGE

RIDG

E

RIDGE

RIDGE

RIDGE

RIDGE

SP

RIDGE

GRV

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER 1/8":12"

TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER 1/8":12"

TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1A BASE WORK R-44

R415

SIM

11016

17

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

7

2

4

5

1

3


6

8

7










1A

DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:

3 DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:


1/2" WOOD FIBER COVER BOARD ASPHALT ADHERED OVERTAPERED POLYISOCYANURATE (START THICKNESS 2.5") 1STLAYER MECHANCIALLY ATTACHED SUBSEQUENT LAYERSASPHALT ADHERED

4 PLY BUILT UP ROOF, ASPHALT ADHERED FIBERGLASS FELTS


MBR

TYPE "A" METAL DECK

1/2" WOOD FIBER COVER BOARD ASPHALT ADHERED OVERTAPERED POLYISOCYANURATE (START THICKNESS 2.5"),1ST LAYER MECHANICALLY ATTACHED SUBSEQUENTLAYERS ASPHALT ADHERED



MBR

DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:


1" WOOD FIBER COVER BOARD / 1" TAPEREDPOLYISOCYANURATE OVER (1) LAYER 1.5"POLYISOCYANURATE, MECHANICALLY ATTACHED

2 PLY SBS MODIFIED BITUMINOUS ROOF

SMOOTH WITH ALUMINUM COATING

MBR

7

8

1A

ROOF PRESSURES




MASONRY

STEEL

4.5

3.0

1.9











1.

2.

3.

4.

5.

GENERAL NOTES

13'-5" 44'-1" 13'-11" 5'-9"

13'-5

"65

'-4"

8'-2"

RS RS

RSRS

RSRS

GRV

GRV

LADDER

3 UPPER GYM ROOFALTERNATE R-4-B

86'-1

1"

71'-5"

10'-3

"4'-

1"21

'-8"

42'-9

"8'-

2"

RS

6 7

8

SOUTHWEST GYM LOW ROOFALTERNATE R-4-B



1TYP

8

TYP9

14

15

1617

TYP4

TYP8

TYP9

TYP8

TYP9

TYP8

TYP9

21116

17

211 16

17

216

17

1

R414

1

R414

SIM

1

R414

1

R414

2

R414

2

R414

2

R414

1

R414

1

R414

1

R414

RIDGE

RIDG

ERI

DGE

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

12

13

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

_

_

_


BASE WORK R-4

NEW THRU-WALL

FLASHING

BASE WORK R-4

NEW

THR

U-W

ALL F

LASH

ING

BASE

WOR

K R-

4

55

5

EJ

6

EJ

6EJ

6

EJ6


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

Proje

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F_bc

allag

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martin

-riley

.com.

rvt

BWC MWH

F16065 2016.08.09

R412ENLARGED ROOF PLANS

F160

65

Proje

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for :

Grea

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SD/D

D/CD

NORT

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1/16" = 1'-0"R4122 Roof Plan - Central Upper Roof

NORT

H



N.T.SR4124 Design uplift Pressures

NORT

H

1/8" = 1'-0"R4125 Roof Plan - Upper Gym Roof

Plan Work Description Note1 REMOVE EXISTING (EXG) BUILT UP ROOFING (BUR), INSULATION, FLASHINGS

(FLG'S), CANTS AND STRIPPINGS, INSPECT EXG TYPE "A" METAL DECK FORDAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ROOFCONSULTANT, AREAS <1>,<1A>, & <3>

2 REMOVE EXISTING (EXG) MODIFIED BITUMINOUS ROOFING (MBR),INSULATION, FLASHINGS (FLG'S), CANTS AND STRIPPINGS, INSPECT EXG TYPE"A" METAL DECK FOR DAMAGE OR DETERIORATION AND REPORT CONDITIONSTO ROOF CONSULTANT, AREAS <6>,<7> & <8>

3 REMOVE ALL EXG PLUMBING VENT (PV) FLG'S. EXTEND TO ACCOMMODATENEW 12" MINIMUM FLG HEIGHT. PROVIDE NEW MANUFACTURER'S FIELD FORMFLASHING OR MANUFACTURER'S PREFORMED PIPE SEAL, AREA <1> - SEEDETAIL 3/R416

4 DISCONNECT AND RECONNECT EXG POWER ROOF VENTILATOR'S (PRV'S)AND GRAVITY ROOF VENTILATOR'S (GRV'S) AS REQUIRED TO ACCOMMODATENEW 8" MINIMUM BASE FLG HEIGHT. EXTEND ELECTRICAL WIRING ANDDUCTWORK TO ACCOMMODATE NEW FLG HEIGHT. PROVIDE NEW EPDMFLASHING, MANUFACTURER'S TERMINATION BAR AND GI SLIP COUNTERFLASHING MECHANICALLY ATTACHED TO EQUIPMENT HOOD FLANGE AT 12"C/C MAXIMUM, AREAS <1>,<1A> & <3> - SEE DETAILS 1/R416 & 2/R416

5 REMOVE (3) COURSES OF EXISTING BRICK. SALVAGE AND/OR REPLACE WITHNEW MATCHING BRICK TO ACCOMMODATE INSTALLATION OF NEWTHRU-WALL FLASHING. PROVIDE NEW ASPHALT COATED COPPER THRU-WALLFLASHING AND NEW 24 GA STAINLESS STEEL REGLET RECEIVER. PROVIDEWEEP VENTS AT 16" C/C, AREAS <2>,<2A> & <2B> - SEE DETAIL 2/R414 -INCLUDE IN BASE WORK R-4

6 CLEAN, SCRAPE, CLEAR OUT ALL EXISTING SEALANTS AND BACKER ROD ATIDENTIFIED EXISTING MASONRY EXPANSION JOINTS (EJ). GRIND/SAW CUT 3/8"MINIMUM WIDE AS NECESSARY AND PROVIDE NEW BACKER ROD ANDCONTINUOUS TOOLED URETHANE SEALANT, AREAS <2>,<2A>, <2B>, <6>, <7> &<8> - SEE DETAIL 7/R415 - INCLUDE IN BASE WORK R-4

7 PROVIDE NEW WOOD AREA SEPERATION CURB AND NEW 24 GA PREFINISHEDGI METAL CAP, AREAS <1>,<1A> - SEE DETAIL 4/R415

8 RESET ALL EXG (RS) CLAMPING RINGS AND STRAINERS IN NEW FLEXIBLESHEET ROOFING FLG. REMOVE AND REPLACE ANY MISSING AND/OR BROKENCOMPONENTS WITH NEW CAST IRON COMPONENTS, REPLACE ALL PLASTICSTRAINERS WITH NEW CAST IRON STRAINERS, AREAS <1>,<1A>, &<3>,<6>,<7> & <8> - SEE DETAIL 5/R416

9 REMOVE EXG METAL FASCIA, PROVIDE NEW MANUFACTURER'S PREFINISHEDGI FASCIA, AREAS <1>,<1A>, & <3>,<6>,<7> & <8>

10 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=2.0") (AVG.R-17.58) AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM,AREAS <1> AND <1A> - SEE DETAIL 6/R413

11 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=1.0") (AVG.R-8.12) AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM,AREAS <6> AND <7> - SEE DETAIL 6/R413

12 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=2.5") (AVG.R-18.94) AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM,AREA <3> - SEE DETAIL 6/R413

13 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=3.0") (AVG.R-18.94) AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM,AREA <8> - SEE DETAIL 6/R413

14 PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8"WALK PADS AS INDICATED ON ROOF PLAN, AREAS <1>,<1A>, & <3>

15 EXG LADDER TO REMAIN. PROVIDE NEW MANUFACTURER'S STANDARDPRESSURE SENSITIVE 3/8" WALK PADS AT TOP AND BASE OF LADDER, AREAS<1>,<1A>, & <3>

16 PROVIDE NEW FLEXIBLE SHEET ROOFING (FSR) FLASHINGS AND STRIPPINGS,AREAS <1>,<1A>, & <3>,<6>,<7> & <8>

17 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'SWARRANTY (20 YEAR), AREAS <1>,<1A>, & <3>,<6>,<7> & <8>

INCLUDE IN BASE WORK R-4

INCLUDE IN BASE WORK R-4

RS

RS

RS

RS

4


74'-1"

9'-2"

1'-5"6'-1"

10'-2"

80'-2"

1'-1"

10'-2"

14'-9"

6'-0"

9'-2"

90'-8"

TYP2

TYP5

TYP7

3

168

9

AREA SEPERATION

1

R414

1

R414

1

R414

1

R414

6

R415

1/8":12"

TAPER

1/8":12"

TAPER

1/8":12"

TAPER

1/8":12"TAPER

4'-0"1/8":12"TAPER

RIDGE

SP 1/8":12"

TAPER

SIM

SIM

SIM

SIM

2'-0"

2'-0"

2'-0"

2'-0"

4

R415

4

4A

ALTERNATE

R-4-B

RS

RS

RS

EXP

JT

5EAST CANOPYALTERNATE R-4-B

11'-8"

30'-9

"

10'-4"

96'-7"

1'-1"

10'-4"

76'-10

"

106'-10

"

TYP2

TYP5

TYP7

3

168

91

R414

1

R414

1

R414

6

R4151

R414

4'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2

R414

1/8":12

"TAPER

1/8":12

"

TAPER

1/8":12

"

TAPER

1/8":12

"TAPER

1/8":12

"

TAPER

1/8":12

"

TAPER

SIM

SIM

SIM

SIM

SIM






1.

2.

3.

4.

5.

GENERAL NOTES

2

4

5

1

3


6

8

7










1A

4 DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:

TYPE "A" METAL DECK

1/2" WOOD FIBER COVER BOARD ASPHALT ADHERED OVERTAPERED POLYISOCYANURATE (START THICKNESS 1"), 1STLAYER MECHANICALLY ATTACHED SUBSEQUENT LAYERSASPHALT ADHERED


FLOOD COAT OF ASPHALT & GRAVEL

MBR

5

ROOF PRESSURES




MASONRY

STEEL

4.5

3.0

1.9






4'-0"

8'-0"

12" MIN

12" MIN

_

4'-0"

12" MIN

12" MIN

_

STAGGER MULTIPLE

LAYERS OF BOTH BASE

INSULATION AND COVER

BOARD

STAGGER MULTIPLE

LAYERS OF BOTH BASE

INSULATION AND COVER

BOARD


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

Proje

ct R-

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6 Roo

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UTIC

A EL

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8/25/2

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bcall

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ROO

F_bc

allag

han@

martin

-riley

.com.

rvt

BWC MWH

F16065 2016.08.09

R413ENLARGED ROOF PLANS

F160

65

Proje

ct R-

4 201

6 Roo

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place

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for :

Grea

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SD/D

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1/8" = 1'-0"R4132 Partial Roof Plan - West Canopy

NORT

H

1/8" = 1'-0"R4133 Partial Roof Plan - Canopy

NORT

H



N.T.SR4135 Design Uplift Pressures

N.T.S.R4136 Insulation Overlap

Plan Work Description Notes1 REMOVE EXISTING (EXG) BUILT UP ROOFING (BUR), INSULATION, FLASHINGS

(FLG'S), CANTS AND STRIPPINGS, INSPECT EXG TYPE "A" METAL DECK FORDAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ROOFCONSULTANT, AREAS <4> & <5>

2 RESET ALL EXG (RS) CLAMPING RINGS AND STRAINERS IN NEW FLEXIBLESHEET ROOFING FLG. REMOVE AND REPLACE ANY MISSING AND/OR BROKENCOMPONENTS WITH NEW CAST IRON COMPONENTS, REPLACE ALL PLASTICSTRAINERS WITH NEW CAST IRON STRAINERS, AREAS <4> & <5> - SEEDETAIL 5/R416

3 EXG EXPANSION JOINT CURB TO REMAIN. RAISE EXG CURB TO ACCOMODATENEW 8" BASE FLASHING. PROVIDE NEW COMPRESSION ROD AND EPDMEXPANSION JOINT COVER. TAPER BACK 3'-0" MIN AND TERMINATE INTO NEWFASCIA, AREAS <3>,<4>,<5> - SEE DETAIL 4/R414

4 PROVIDE NEW WOOD AREA SEPERATION CURB AND NEW 24 GA PREFINISHEDGI METAL CAP, AREA <4>,<4A> - SEE DETAIL 4/R415

5 REMOVE EXG METAL FASCIA, PROVIDE NEW MANUFACTURER'S PREFINISHEDGI FASCIA, AREAS <4> & <5>

6 PROVIDE NEW 1/8":12" TAPERED RIGID INSULATION (START THK=1") (AVG R=12.17) AND 1/2" COVER BOARD (R-0.28) AND FULLY ADHERED 60 MIL EPDM,AREAS <4> & <5> - SEE DETAIL 6/R413

7 PROVIDE NEW 1/4":12" TAPERED INSULATION SADDLES WITH 6" TAPEREDEDGE STRIP, AREAS <4> & <5>

8 PROVIDE NEW FLEXIBLE SHEET ROOFING (FSR) FLASHINGS AND STRIPPINGS,AREAS <4> & <5>

9 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'SWARRANTY (20 YEAR), AREAS <4> & <5>

99

6

5

733

110

11

121313

1414

6

HEIG

HT V

ARIE

S - S

EE R

OOF

PLAN

15

16

1718

19

3333

3434

35

3636

37

3838

3939

6" MIN

46

47

EXTE

ND P

AST

EXG

FADE

LINE

48

1

2

33

4

5

2"

20

21

22

23

24

25

26

R4145

27

28

18

22

66

1414

2930

12

FLAS

HING

HEI

GHT

VARI

ES -

8" M

INIM

UM

40

4444

COUNTERFLASHINGDIMENSIONS

2"

3"

3/4"

45

5

6

1

2

33

7

8

4"

2"

FLAS

HING

HEI

GHT

VARI

ES -

8" M

IN

1414

6

1229

30

27

28

1831

32

36

COUNTERFLASHINGDIMENSIONS 2"

3"

3/4"

8

NEW ASPHALT COATED COPPER THRU WALL FLASHINGSET IN FULL BED OF ASPHALT MASTIC OR MANUFACTURER'S REQUIREDSEALANT. 6" MIN OVERLAP AT ALL SPLICES WITH ASPHALT MASTIC BETWEENOVERLAPPED MATERIAL AND STRIPPED OFF WITH MESH AND MASTIC.PROVIDE PROPER END DAMS AT ALL FLASHING TERMINATION. INSTALLTHROUGH-WALL TO ENSURE POSITIVE SLOPE OUTWARD TO WALL FACE ANDEXTEND FLASHING 3/4" PAST FACE OF BRICK. CUT AWAY POLYMER FABRICFLUSH WITH BRICK AFTER INSTALLATION IS COMPLETE

NEW 1/8” X 1” STAINLESS STEEL TERMINATION BARMECHANICALLY ATTACHED 8” C/C ANDSTRIPPED-OFF WITH 6" MESH AND MASTIC. IFSUBSTRATE IS STUD WALL FASTEN AT 16" C/C OR INEACH STUD BASED ON SPACING

FOLD UP END OF FLASHINGAND "PIG EAR" CORNER TOPROVIDE END DAMS

NOTE: WHERE THE THROUGH-WALL RECEIVERSTEPS UP OR DOWN IN ELEVATION, THE UPPERRECEIVER SHALL EXTEND OVER AND BEYOND THELOWER ELEMENT MIN 6" TO CREATE A "RAINSHADOW." PROVIDE END DAMS ON THE UPPER ANDLOWER FLASHINGS AND WEEP VENTS AT 16" C/C.

REMOVE (3) COURSES OF EXG BRICK AND SALVAGE AND/ORREPLACE WITH NEW MATCHING BRICK TO

ACCOMMODATE INSTALLATION OF NEW THRU-WALL FLASHING

EXG RIGID INSULATION. REMOVE ASREQUIRED FOR INSTALLATION OF NEW

THRU-WALL FLASHING. SALVAGE ANDREINSTALL OR PROVIDE NEW AS REQUIRED

NEW BREAK FORMED THRU WALL RECEIVERMECHANICALLY ATTACHED 8” C/C. BLIND CAULK

JOINT LAPS WITH BUTYL SEALANT IF SUBSTRATE ISSTUD WALL FASTEN AT 16" C/C OR IN EACH

STUD BASED ON SPACING

41

42

33

4

5

43

21

22

23

24

25

26

R4145

22

66

41

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F16065 2016.08.09

R414ROOF DETAILS

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Detail Work Description Notes1 REMOVE EXISTING (EXG) BUR ROOFING, INSULATION, BASE SHEET, FLASHINGS (FLG)

CANTS AND STRIPPINGS

2 REMOVE EXG COUNTER FLASHING

3 EXG MASONRY WALL TO REMAIN

4 EXG BRICK TO REMAIN

5 EXG STRUCTURE TO REMAIN

6 EXG TYPE "A" METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR DETERIORATIONAND REPORT CONDITIONS TO ROOF CONSULTANT

7 EXG METAL PANEL TO REMAIN

8 REMOVE EXG METAL CLOSURE PIECE AND RECEIVER

9 EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGED OR DETERIORATED WOODBLOCKING WITH NEW WOOD BLOCKING

10 REMOVE EXG FASCIA SYSTEM

11 EXG STEEL ANGLE TO REMAIN

12 NEW FULLY ADHERED 60 MIL EPDM ROOFING (FSR)

13 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

14 NEW MECHANICALLY ATTACHED 1/8:12 TAPERED RIGID INSULATION BOARD ANDMECHANICALLY ATTACHED RECOVER BOARD INSULATION

15 NEW MANUFACTURERS PREFINISHED GI FASCIA

16 NEW MANUFACTUERES GI FASCIA CLIP MECHANICALLY ATTACHED TO SUBSTRATE PERMANUFACTUERES INSTRUCTIONS

17 NEW FLEXIBLE SHEET ROOFING STRIPPING

18 NEW CONTINUOUS TOOLED LAP SEALANT

19 REMOVE PORTION OF EXG METAL WALL PANEL TO ACCOMODATE INSTALLATION OF NEWWOOD BLOCKING AND FASCIA

20 NEW 24 GA PREFINISHED GI COUNTERFLASHING-MECHANICALLY ATTACHED TO RECEIVERAT 12" C/C MAX

21 REMOVE (3) COURSE OF EXG BRICK

22 PROVIDE NEW BRICK TO MATCH EXG INSTALLED IN A SOLIDER COURSE

23 NEW ASPHALT COATED COPPER THRU WALL FLASHING SET IN FULL BED OF ASPHALTMASTIC. 6" MIN OVERLAP AT ALL SPLICES WITH ASPHALT MASTIC BETWEEN OVERLAPPEDMATERIAL AND STRIPPED OFF WITH MESH AND MASTIC. PROVIDE PROPER END DAMS ATALL FLASHING TERMINATION.

24 NEW 1/8" X1" FLAT STOCK STAINLESS STEEL TERMINATION BAR MECHANICALLYATTACHED @ 12" C/C

25 NEW 6" MESH AND MASTIC STRIPPINGS CENTERED OVER T-BAR

26 REMOVE EXG THRU-WALL FLASHING AND RECEIVER

27 NEW WATER CUT OFF MASTIC

28 NEW CONTINUOUS MANUFACTURES SURFACE MOUNTED TERMINATION BARMECHANICALLY ATTACHED 6" C/C MAX. MITER AND CAULK ALL VERTICAL TRANSITIONS

29 NEW REINFORCED FLEXIBLE SHEET ROOFING MEMBRANE SECUREMENT STRIP

30 NEW FLEXIBLE SHEET ROOFING FASTENER AND SEAM PLATE 12" C/C MAX

31 NEW PREFINISHED GI METAL PANEL CLOSURE

32 NEW PREFINISHED GI SURFACE MOUNTED RECEIVER SLIPPED BEHIND EXG METAL WALLPANEL

33 NEW PREFINISHED GI COUNTERFLASHING BEYOND

34 NEW BRICK TO MATCH EXG INSTALLED IN A SOLDIER COURSE

35 NEW STAINLESS STEEL THRU WALL RECEIVER BEYOND

36 NEW PREFINISHED MANUFACTURERS FASCIA BEYOND

37 NEW VERTICAL TERMINATION BAR BEYOND

38 EXG METAL WALL PANEL TO REMAIN

39 EXG BRICK BEYOND

40 NEW AREA SEPARATION BEYOND

41 EXG ROOF SYSTEM TO REMAIN - PROTECT DURING INSTALLATION OF NEW THRU-WALLFLASHING, SEE GENERAL NOTES

42 REMOVE, SALVAGE AND REINSTALL EXG COUNTER FLASHING OR PROVIDE NEW 24 GAPREFINISHED GI COUNTERFLASHING

43 NEW STAINLESS STEEL THRU WALL RECEIVER

44 NEW EPDM FLASHING BEYOND

45 NEW WEEP VENTS AT 16" C/C

46 NEW 1/2" PLYWOOD

47 EXG THRU WALL RECEIVER TO REMAIN

48 NEW PREFINISHED GI METAL EXPANSION JOINT COVER

49 EXG MBR FLASHING TO REMAIN

3" = 1'-0"R4141 Fascia

3" = 1'-0"R4142 Base Flashing - Alternate R-4-A Accepted

3" = 1'-0"R4143 Base Flashing

N.T.S.R4145 Thru-Wall Flashing Isometric

3" = 1'-0"R4144 Base Flashing - Alternate R-4-A Rejected

1

2

3

4

55

6

22

4

23

2"

131415

1212

2"

2"

3/4"

COUNTERFLASHINGDIMENSIONS

2425

16

10

2627

22

19

26

1

2

3

55

6

88

99

1011

4

2

1212

13

14

152"

4"

2"

3"

HEIG

HT V

ARIE

S - S

EE R

OOF

PLAN

19

16

27

26

25

1

2

3

4

55

6

7

4

2"

3"

1314

15

2

1212

16

17

10

18

7

19

25

4"

2"

1314

15

1212

22

20

AREA <1A>AREA <1>ALTERNATE R-4-A

2121

ALTERNATE R-4-A

8" M

IN B

ASE

FLAS

HING

HEI

GHT

TAPER WOOD BLOCKING OF AREASEPARATION CURB BACK 2'-0" MINFROM FASCIA AND TERMINATEDCOVER BELOW NEW FASCIA CLIP

22

3

4"

2"

1314

15

3"

2"

16

1212

28

29

25

18

27

30

30

AREA 1AAREA 5

3

1

2

3

2

1

ALTERNATE R-4-AALTERNATE R-4-B

2

1212

131415

15

1413

12122"

31

8" M

IN F

LASH

ING

HEIG

HT

32

33 333333

34

8" M

IN F

LASH

ING

HEIG

HT 35 35

W

W / 2

CLOSED-CELLBACKER ROD

NON-EIFSTRIM MATERIAL

1/2" MIN. CAULK JOINT :CAULK APPLIED TO

REINFORCED BASE COAT

FINISHED COATBASE COAT WITH

EMBEDDEDREINFORCING MESH

EPS INSULATIONBOARD

BACKWRAPPEDREINFORCING MESH

JOINTS UP TO 1/2" WIDE: 1:1 WIDTH TO DEPTHJOINTS UP TO 1.0" WIDE: 2:1 WIDTH TO DEPTHJOINTS > 1.0" : MAX. 50" DEPTH

SEALANT WIDTH TO DEPTH RATIO GUIDELINES

SEALANT JOINT

BACKER ROD

W

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rvt

BWC MWH

F16065 2016.08.09

R415ROOF DETAILS

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3" = 1'-0"R4153 Window Base Flashing

3" = 1'-0"R4151 Door Base Flashing

3" = 1'-0"R4152 Louver Base Flashing 3" = 1'-0"R415

4 Area Separation

N.T.S.R4154.1 Area Sep Termination

Detail Work Description Notes1 EXG STRUCTURE TO REMAIN

2 EXG TYPE "A" METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE ORDETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT

3 REMOVE EXISTING (EXG) BUR ROOFING, INSULATION, BASE SHEET, FLASHINGS (FLG)CANTS AND STRIPPINGS

4 EXG CMU BEYOND TO REMAIN

5 EXG MASONRY WALL TO REMAIN

6 EXG BRICK BEYOND

7 EXG LOUVER TO REMAIN

8 EXG PRECAST CONCRETE TO REMAIN

9 EXG DOOR AND FRAME BEYOND TO REMAIN

10 EXG THRU WALL RECEIVER TO REMAIN

11 EXG DOOR THRESHOLD TO REMAIN

12 NEW MECHANICALLY ATTACHED 1/8:12 TAPERED RIGID INSULATION BOARD ANDMECHANICALLY ATTACHED RECOVER BOARD INSULATION


14 NEW REINFORCED FLEXIBLE SHEET ROOFING MEMBRANE SECUREMENT STRIP

15 NEW FLEXIBLE SHEET ROOFING FASTENER AND SEAM PLATE 12" C/C MAX

16 NEW 24 GA PREFINISHED GI COUNTERFLASHING-MECHANICALLY ATTACHED TORECEIVER AT 12" C/C MAX

17 REMOVE EXG SURFACE MOUNTED COUNTERFLASHING


19 INCLUDE IN BASE WORK R-4: NEW URETHANE SEALANT JOINT BEYOND - APPLY SEALANTAND BACKER ROD AT THE JOINT BETWEEN THE FRAME AND THE MASONRY ON ALLDOORS, WINDOWS, AND LOUVERS - SEE DETAIL 7/R415

20 NEW PREFINISHED GI METAL CAP-MECHANICALLY ATTACHED 12" C/C (USE ONLYFASTENERS WITH EPDM WASHERS)

21 NEW WOOD BLOCKING AREA SEPARATION CURB

22 EXG WINDOW TO REMAIN

23 EXG STEEL ANGLE TO REMAIN

24 REMOVE EXG COUNTER FLASHING


26 NEW CONTINUOUS TOOLED URETHANE SEALANT

27 NEW CONTINUOUS MANUFACTURES SURFACE MOUNTED TERMINATION BARMECHANICALLY ATTACHED 6" C/C MAX. MITER AND CAULK ALL VERTICAL TRANSITIONS

28 EXG SKYLIGHT CURB TO REMAIN

29 SNIP EXG CURB FLASHING AS REQUIRED TO FACILITATE INSTALLATION OF NEW EPDMFLASHINGS AND TERMINATION. LEAVE PORTION OF EXG CURB FLASHING IN PLACE TOUSE AS ATTACHEMENT POINT FOR NEW COUNTERFLASHING

30 EXG SKYLIGHT TO REMAIN

31 PROVIDE NEW VINYL AIR STOP AND FILL WITH BATT INSULATION

32 REMOVE EXISTING COPING


34 NEW PREFINISHED GI METAL EXPANSION JOINT COVER

35 NEW FASTENERS WITH GASKETED WASHERS AT 12" C/C

3" = 1'-0"R4155 Skylight Flashing

3" = 1'-0"R4156 Expansion Joint

3" = 1'-0"R4157 Sealant Joint - Base Work R-4


21

1010

8

22

11

4"

2"

1523 24

22

3

25

11

3"

2"

27

8" M

IN B

ASE

FLAS

HING

HEI

GHT

26

10

8" M

IN B

ASE

FLAS

HING

HEI

GHT

11

39922

1523

24

8

22

11

27

253"

2"

22

11

12

13

13

14

1

1515

3" MIN

2

1

2828

1515

29

30

31

32

33

4" MIN

6" MIN

8" M

IN 3" M

IN

2

16

17

18

19

15

20

1

4'-0"

2'-0"

11

22

9

34

3

4"

2"

1523

24

22

27

36

10

37

38

11

36

10

22

3

1523

24

2"

25

27

39

8

2"

3"

22

315

23

24

2"

25

27

39

8

2"

3"

3"

2"

1

223

4

5

6

7

8

99

1010

1

4"2"

1523

24

27

11

25

35 8" M

IN


DRAWN BY:

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REVIEWEDBY:

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REVISION: DATE:

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rvt

EMB MWH

F16065 2016.08.09

R416TYPICAL ROOF DETAILS

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3" = 1'-0"R4161 Equipment Curb Metal

3" = 1'-0"R4162 Equipment Curb Wood

N.T.S.R4163 Pipe Seal

Detail Work Description Notes1 EXG TYPE "A" METAL DECK TO REMAIN. INSPECT DECK FOR DAMAGE OR

DETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT

2 NEW MECHANICALLY ATTACHED 1/8:12 TAPERED RIGID INSULATIONBOARD AND MECHANICALLY ATTACHED RECOVER BOARD INSULATION

3 REMOVE EXISTING (EXG) BUR ROOFING, INSULATION, BASE SHEET,FLASHINGS (FLG) CANTS AND STRIPPINGS

4 EXG ROOF HATCH RAISED TO ACCOMMODATE NEW 8" MIN BASE FLGHEIGHT

5 EXG INSULATED ROOF HATCH CURB TO REMAIN

6 EXG LADDER TO ROOF HATCH

7 NEW ROOF HATCH SAFETY RAILING

8 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLYATTACHED TO EQUIPEMENT HOOD FLANGE AT 12" C/C MAX

9 EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGED ORDETERIORATED WOOD BLOCKING WITH NEW WOOD BLOCKING



12 NEW FLEXIBLE PIPE SEAL

13 NEW STAINLESS STEEL COMPRESSION DRAW BAND

14 EXG ROOF PENETRATION TO REMAIN


16 RESET EXG ROOF SUMP CLAMPING RING IN NEW FSR ROOFING.REPLACE ANY MISSING AND/OR PLASTIC COMPONENT WITH NEW CASTIRON COMPONENTS. REPLACE EXG PLASTIC STRAINERS WITH NEWCAST IRON STRAINERS

17 NEW TAPERED INSULATION SUMP, SHAVE FLUSH WITH ROOF SUMPDECK FLANGE

18 EXISTING ROOF DRAIN STRAINER TO REMAIN IF MISSING, BROKEN ORPLASTIC REPLACE WITH NEW CAST IRON STRAINER.

19 EXISTING ROOF DRAIN BOWL TO REMAIN. REPLACE ANY MISSING,BROKEN OR PLASTIC COMPONENTS WITH NEW CAST IRONCOMPONENTS

20 NEW CONTINUOUS BEAD OF WATER CUT OFF MASTIC

21 EXG METAL EQUIPEMENT CURB AT NEW HEIGHT

22 EXG ROOF TOP UNIT AT NEW HEIGHT

23 NEW REINFORCED FLEXIBLE SHEET ROOFING MEMBRANE SECUREMENTSTRIP

24 NEW FLEXIBLE SHEET ROOFING FASTENER AND SEAM PLATE 12" C/CMAX

25 NEW CONTINUOUS MANUFACTURES SURFACE MOUNTED TERMINATIONBAR MECHANICALLY ATTACHED 6" C/C MAX. MITER AND CAULK ALLVERTICAL TRANSITIONS

26 EXG WOOD BLOCKING EQUIPEMENT CURB


28 NEW FLEXIBLE SHEET ROOFING STRIPPING

29 NEW 24 GA GI BASE FLG

30 REMOVE EXG METAL RAIN COLLAR FLASHING

31 NEW CONTINUOUS HEAT SENSITIVE CAULK JOINT

32 EXG FLUE PIPE PENETRATION TO REMAIN

33 NEW STAINLESS STEEL COMPRESSION DRAW BAND

34 NEW 20 GA AZ SLIP FLASHING MECHANICALLY ATTACHED AT 12" C/C MAX

35 NEW 1/2" PLYWOOD

36 NEW INSULATED METAL EQUIPMENT RAILS MECHANICALLY ATTACHEDTO METAL DECK

37

38

39 NEW CONTINUOUS TOOLED URETHANE SEALANT

N.T.SR4164 Flue

N.T.S.R4165 Roof Sump

3" = 1'-0"R4166 Roof Top Unit (RTU)

3" = 1'-0"R4167 Equipment Rail

3" = 1'-0"R4168 Roof Hatch

Documents

ABBREVIATIONS Project R-4 - Kovert Hawkins