abbreviations project r-3 · std standard stl steel stor storage susp suspended sv smoke vent sys...

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-32016 Roof Replacement

PLEASANT RIDGE ELEMENTARY SCHOOLGreater Clark County Schools

1250 Monroe StreetCharlestown, IN 47111

201611.10

8/25

/201

6 3:

51:2

8 PM

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R311R312R313R314R315R316R317

ROOF PLANENLARGED ROOF PLANSROOF DETAILSROOF DETAILSROOF DETAILSROOF DETAILSROOF DETAILS

T101 TITLE SHEET

RS

RS

RS

RS

RS

RS

RS

RS

RS

RS RS

RS

RS

PRV

PV

PV

WIN

DOW

DOOR

LOUV

ER

LADDER

DOOR

LOUV

ER

WIN

DOW

WIN

DOW

WIN

DOW

WIN

DOW

WIN

DOW

SKY

SKY

SP

1

2

CENTRAL UPPER ROOFBASE WORK R-3

SURROUNDING LOWER ROOFALTERNATE R-3-A

TYP20

21

TYP24

28

27

25

3031

21

TYP12

TYP13

1

R314

1

R313

1

R313

1

R313

1

R3131

R313

1

R313

1

R313

1

R313

1

R313

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

1

R314

SP

232'-8"

RS

RS

RS

33'-10" 44'-8" 33'-9" 8'-0" 33'-8" 44'-10" 33'-10"

33'-1

0"44

'-10"

32'-5

"19

'-10"

22'-1

1"44

'-7"

33'-1

0"32

'-11"

3'-5"

31'-0

"54

'-4"

27'-1" 7'-3" 46'-7" 8'-6" 54'-11" 8'-5" 23'-7"

3'-3"

19'-7" 33'-9"

69'-7

"27

'-8"

7'-3"

16'-3

"34

'-4"

44'-5

"33

'-0"

14'-8

"12

'-2"

10'-0

"6'-

1"44

'-10"

33'-1

0"

1

R314

1

R313

2

R315

WIN

DOW

WIN

DOW

LOUVER

SKY

SKY

SP

21

PRV

PV

PRVPRV

PV

PV

PRVPV

PV

PVPRV

PRV

PV

PV

PVAI

AI

AI

PV

PV

PRV

PRV

AI

PV

PV

PV

FLUE

PRV

HATCHFLUE

PVGNV

GNV

PV

RTU

MPSA/C

PS

PRV

10'-0

"

PV

PV

10'-0

"

RIDGE

R3122

354'-

0"

PV

1/8":12"TAPER

1/8":1

2"TA

PER

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":12

"TAPER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":1

2"TA

PER

6'-0"

6'-0"

6'-0"

6'-0"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/4":12"

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12

"

TAPER

SP

6'-0"

1/4":12

"

6'-0"

1/4":1

2"

6'-0"

1/4":12"

PV

1/4":12"

1/4":12

"

PV6'-0"

6'-0"

1/8":1

2"TA

PER 1/8":12"

TAPER

1/8":12"TAPER

10'-0

"

RIDG

E

1/8":12

"TAPER

1/8":1

2"TA

PER

1/8":12"TAPER

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

1/8":12"TAPER

1/8":1

2"TA

PER

1/4":12"

1/4":12"

6'-0"

1/4":12"

6'-0"

1/4":12"

6'-0"

1/4":12

"

1/4":12"

1/4":12"

6'-0"

6'-0"

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":12

"

TAPER

1/4":12"

1/4":12"

SP

AI

AI

1

R314 1/8":12

"

TAPER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

RS

RS

RS

RSRS

RS

PV

PSPS

RSRS

10'-0

"

6'-0"

6'-0"

6'-0"

1/8":1

2"TA

PER

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

1/4":12"

1/4":12"

1/8":12"TAPER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER1/8

":12"

TAPER

1/8":12

"TAPER

1/8":12"

TAPER

1/8":1

2"TA

PER

2

TYP3

TYP5

TYP18

23

TYP297

TYP14

22

22

PPPP

PPPP

A/C

1

9

11TYP

5

TYP6

TYP3

TYP4

TYP8

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

PV

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

4

R314

4

R314

4

R3142

R314

2

R314

10'-0"

10'-0

"

10'-0"

1

R315TYP

3

R315

1

1

1

17

NEW

THR

U-W

ALL F

LASH

ING

AND

META

L PAN

EL_

NEW

THR

U-W

ALL F

LASH

ING

AND

META

L PAN

EL_

NEW THRU-WALL FLASHING AND METAL PANEL

TYP15

17

TYP15

17

TYP15

SP

2

R314

22

RIDGE

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":1

2"TA

PER

1/8":12"TAPER

R3126

19 RS

NEW

DRA

IN LI

NESIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

NEW

THR

U-W

ALL F

LASH

ING

TYP15

NEW

THR

U-W

ALL F

LASH

ING

TYP15

SIM

SIM

TYP

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIMSIM

SIM TYP

27

3

R317

3

R317

3

R317

3

R317 SIM

SIMSIM

2B

2A

2C

10ELECTRICALDISCONNECT

1ABASE WORK R-3

ALTERNATER-3-A

ALTERNATE R-3-A

ALTERNATER-3-A

17

BASE WORK R-3

BASE

WOR

K R-

3

BASE

WOR

K R-

3

BASE

WOR

K R-

3

BASE

WOR

K R-

3

12'-0

"

PP

PP

PP

PP

26

26

26

3

R314

3

R314

SIM

2

R313

2

R313

2

R313

2

R313

2

R313

2

R313

2

R313

2

R313

2

R313

2

R313

EJ16

EJ

16

EJ

16

EJ16

EJ

16

EJ16

EJ16

EJ16

EJ

16

EJ

16

DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:

TYPE "A" METAL DECK

3/4" PERLITE LOOSE LAID OVER (1) LAYER 1"POLYISOCYANURATE LOOSE LAID OVER 3/4" PERLITELOOSE LAID OVER TAPERED POLYISOCYANURATE (STARTTHICKNESS 2"), LOOSE LAID

60 MIL EPDM

STONE BALLAST

EPDM

2

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

1



1A

2B

2A2C


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>,<2B> AND <2C> DURINGRESEALING OF EXG MASONRY EXPANSION JOINTS AND JOINTS ALONG WINDOWS, LOUVERS AND DOORS ANDDURING INSTALLATION OF NEW METAL WALL PANELS AND THRU-WALL FLASHING AND METAL WALL PANEL ASNOTED ON ROOF PLANS. PROTECTION BOARD (1/2" PLYWOOD OVER 2" XPS) SHALL BE 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 DAMAGINGAND/OR STAINING OF EXISTING ASPHALT OR CONCRETE WALK WAYS.

CONTRACTOR SHALL DOCUMENT (PHOTOGRAPH AND MARK ON SITE PLAN) EXISTING DEFECTS AND/OR DAMAGETO EXISTING WALK WAYS PRIOR TO COMMENCEMENT OF WORK. A COPY OF EXISTING CONDITIONSDOCUMENTATION SHALL 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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8/26/2

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:07:44

PM

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F16065 2016.08.09

R311OVERALL ROOF PLAN

F160

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Plan Work Description Notes

18 RESET ALL EXG (RS) CLAMPING RINGS AND STRAINERS IN NEW FLEXIBLE SHEET ROOFINGFLG. REMOVE AND REPLACE ANY MISSING AND/OR BROKEN COMPONENTS WITH NEWCAST IRON COMPONENTS, REPLACE ALL PLASTIC STRAINERS WITH NEW CAST IRONSTRAINERS, AREAS <2A>,<2B>, <2C> - SEE DETAIL 1/R317

19 PROVIDE (1) NEW CAST IRON (RS) WITH CAST IRON STRAINER, SET (RS) CLAMPING RING INNEW EPDM FLG, PROVIDE NEW DRAIN LINE AS INDICATED ON ROOF PLAN. IF MEPEQUIPMENT UNDERNEATH ROOF DECK PROHIBITS INSTALLATION OF NEW ROOF DRAIN SEEALTERNATE ROOF PLAN - 6/R312, AREA <2A>,<2B>, <2C> - SEE DETAIL 1/R317

20 ALL EXISTING SKYLIGHTS (SKY) TO REMAIN. REMOVE EXG SPF FLASHINGS AND PROVIDENEW EPDM FLASHING. REMOVE EXG FLASHING AT TOWER PENETRATIONS (PP) ANDPROVIDE NEW EPDM FORM FLASHING, AREAS <2A>,<2B>, <2C> - SEE DETAILS 3/R314 &3/R317

21 EXG WOOD AREA SEPARATION (SP) CURB TO REMAIN. RAISE CURB WITH NEW 2x WOODBLOCKING AS REQUIRED TO ACCOMODATE NEW 8" BASE FLASHING. TAPER BACK 3'-0" MINAND TERMINATE UNDER OR FLUSH WITH NEW FASCIA OR NEW COUNTERFLASHING.PROVIDE NEW GI METAL CAP, AREA <2A>,<2B>, <2C> - SEE DETAIL 4/R314 & 2.1/R314

22 PROVIDE NEW WOOD AREA SEPERATION (SP) CURB AND NEW 24 GA PREFINISHED GIMETAL CAP, AREAS <2A>,<2B>, <2C> - SEE DETAIL 2/R314 & 2.1/R314

23 EXG ROOF HATCH TO REMAIN. PROVIDE NEW GI COUNTERFLASHING MECHANICALLYATTACHED TO ROOF HATCH. PROVIDE NEW FALL PROTECTION RAILS AROUND HATCH,AREA <2A>,<2B>, <2C> - SEE DETAIL 7/R316

24 REMOVE EXG METAL FASCIA, PROVIDE NEW MANUFACTURER'S PREFINISHED GI FASCIA,AREAS <2A>,<2B>, <2C> - SEE DETAIL 1/313 & 1/314

25 EXG LADDER TO REMAIN. PREP, PRIME AND PAINT EXG LADDER. PROVIDE NEWMANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS AT TOP AND BASE OFLADDER, AREAS <2A>,<2B>, <2C>

26 PREP, PRIME AND PAINT ALL EXG GALVANIZED ROOF TOP DUCTS, HOODS ANDSTACKS/FLUES, AREAS <2A>,<2B>, <2C>

27 PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS ASINDICATED ON ROOF PLAN, AREAS <2A>,<2B>, <2C>

28 PROVIDE NEW MECHANICALLY ATTACHED 1/8":12" TAPERED RIGID INSULATION (STARTTHK=2") (AVG. R-20.96) AND (1) LAYER MECHANICALLY ATTACHED 1/2" COVER BOARD(R-.028) AND FULLY ADHERED 60 MIL EPDM MEMBRANE, AREAS <2A>,<2B>, <2C> - SEEDETAIL - 5/R312

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

30 PROVIDE NEW EPDM FLASHINGS AND STRIPPINGS, AREAS <2A>,<2B>, <2C>

31 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'S WARRANTY (20YEAR), AREAS <2A>,<2B>, <2C>

Plan Work Description Notes1 NO WORK AND OR MATERIALS TO BE STORED/PERFORMED IN THIS AREA

2 REMOVE EXISTING (EXG) BALLASTED EPDM ROOFING, INSULATION, FLASHINGS (FLG'S),CANTS AND STRIPPINGS, INSPECT EXG TYPE "A" METAL DECK FOR DAMAGE ORDETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT, AREAS <2A>,<2B>,<2C>

3 REMOVE ALL EXG PLUMBING VENT (PV) AND GOOSE NECK VENT (GNV) FLG'S. EXTEND ASREQUIRED TO ACCOMMODATE NEW 12" MINIMUM FLG HEIGHT. PROVIDE NEWMANUFACTURER'S FIELD FORM FLASHING OR MANUFACTURER'S PREFORMED PIPE SEAL,AREAS <2A>,<2B>, <2C> - SEE DETAIL 4/R316

4 REMOVE ALL EXISTING PIPE SEALS (PS) AT PIPE PENETRATION. PROVIDE NEWMANUFACTURER'S PREFORMED PIPE SEAL OR MANUFACTURER'S PRESSURE SENSITIVEFORM FLASHING, REUSE ANY EXISTING PIPE SUPPORTS, AREAS <2A>,<2B>, <2C> - SEEDETAIL 4/R316

5 DISCONNECT AND RECONNECT EXG POWER ROOF VENTILATORS (PRV) AND AIR INTAKES(AI) AS REQUIRED TO ACCOMMODATE NEW 8" MINIMUM BASE FLG HEIGHT. EXTENDELECTRICAL WIRING AND DUCTWORK TO ACCOMMODATE NEW FLASHING HEIGHT. PROVIDENEW EPDM FLASHING, MANUFACTURER'S TERMINATION BAR AND GI SLIP COUNTERFLASHING MECHANICALLY ATTACHED TO EQUIPMENT HOOD FLANGE AT 12" C/C MAXIMUM,AREAS <2A>,<2B>, <2C> - SEE DETAIL 1/R316 & 2/R316

6 REMOVE EXISTING FLUE COLLAR AND STACK FLASHING. PROVIDE NEW GI FLASHING,RAINCOLLAR AND EPDM FORM FLASHING, AREA <2A>,<2B>, <2C> - SEE DETAIL 2/R317

7 EXG ROOF TOP UNIT (RTU) TO REMAIN. PROVIDE NEW GI SLIP FLASHING MECHANICALLYATTACHED TO EQUIPMENT HOOD FLANGE AT 12" C/C MAXIMUM. PROVIDE NEWMANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS AROUND ALL ROOFTOP UNITS. AREA <2A>,<2B>, <2C> - SEE DETAIL 3/R316 & 6/R316

8 REMOVE EXG PRECAST WALKWAY PADS, AREAS <2A>,<2B>, <2C>

9 DISCONNECT AND RECONNECT (I.E. PROPERLY RECLAIM AND RECHARGE UNITREFRIGERANT) EXG A/C UNIT AS REQUIRED TO ACCOMMODATE INSTALLATION OF NEWEPDM MEMBRANE AND NEW THRU-WALL FLASHING. REINSTALL A/C UNIT ON NEW MIROMECHANICAL UNIT SUPPORT ON TOP OF (2) 24"x24"x2" RUBBER WALK PADS, AREA<2A>,<2B>, <2C>

10 EXG ELECTRICAL DISCONNECT TO REMAIN. DISCONNECT AND REINSTALL PANEL ASREQUIRED TO ACCOMODATE INSTALLATION OF NEW THRU-WALL FLASHING AND NEWSOLDIER COURSE BAND, AREA <2A>,<2B>, <2C>

11 REMOVE EXG MULTI-PIPE SEAL (MPS) CURB. DISCONNECT EXG PENETRATIONS, RECLAIMAND RECHARGE EXG REFRIGERANT AS REQUIRED AND SEPERATE LINES AS REQUIRED TOACCOMMODATE INSTALLATION OF (2) NEW MULTI-PIPE SEAL CURBS OR MANUFACTURER'SPITCH POCKET WITH POURABLE SEALER, AREA <2A>,<2B>, <2C> - SEE DETAIL 5/R316

12 REMOVE EXG COUNTERFLASHING AT LOUVER. PROVIDE NEW 24 GA GI PREFINISHEDCOUNTERFLASHING. INCLUDE IN BASE WORK R-3: CLEAN, SCRAPE AND REMOVE ALL EXGRESIDUAL SEALANTS AND PROVIDE NEW BACKER ROD AND SEALANT AT EXG LOUVERS,AREA <2A>,<2B>, <2C> - SEE DETAIL 2/R315

13 REMOVE EXG DOOR THRESHOLD RECEIVER & COUNTERFLASHING. PROVIDE NEW 24 GAPREFINISHED GI THRESHOLD RECEIVER AND COUNTERFLASHING. INCLUDE IN BASE WORKR-3: CLEAN, SCRAPE AND REMOVE ALL EXG RESIDUAL SEALANTS AND PROVIDE NEWBACKER ROD AND SEALANT AT EXG DOORS, AREA <2A>,<2B>, <2C> - SEE DETAIL 1/R315

14 REMOVE EXG COUNTERLASHING AT WINDOW. PROVIDE NEW 24 GA PREFINISHED GICOUNTERFLASHING. INCLUDE IN BASE WORK R-3: CLEAN, SCRAPE AND REMOVE ALL EXGRESIDUAL SEALANTS AND PROVIDE NEW BACKER ROD AND SEALANT AT EXG WINDOWS,AREA <2A>,<2B>, <2C> - SEE DETAIL 3/R315

15 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 NEW WEEP VENTS AT 16" C/C, AREA<2A>,<2B>, <2C> - SEE DETAILS 1/R313, 2/R313 & 2.1/R313 - INCLUDE IN BASE WORK R-3

16 CLEAN, SCRAPE AND CLEAR OUT ALL EXISTING SEALANTS AND BACKER ROD AT IDENTIFIEDEXISTING MASONRY EXPANSION JOINTS (EJ). GRIND/SAW CUT 3/8" MINIMUM WIDE ASNECESSARY AND PROVIDE NEW BACKER ROD AND CONTINUOUS TOOLED URETHANESEALANT, AREA <2>, <2B>, <2C> - SEE DETAIL - 4/R315 - INCLUDE IN BASE WORK R-3

17 PROVIDE NEW MANUFACTURER'S PREFINISHED GI FLUSH METAL PANEL. INSTALL NEWMETAL PANEL OVER EXG EXTERIOR INSULATION FINISH SYSTEM, AREA <2A>,<2B>, <2C> -SEE DETAILS 1/R313 & 1/R314 - INCLUDE PERIMETER OF ROOF AREAS <1> & <1A> - CENTRALUPPER ROOF - IN BASE WORK R-3

NORTH 1/16" = 1'-0"R3112 Overall Roof Plan

N.T.S.R3113 Existing Conditions

N.T.SR3114 Design Uplift Pressures

NORT

H

N.T.S.R3111 Key Plan

Pleasant Ridge Elementary1250 Monroe St

Charlestown, IN, 47111

INCLUDE IN BASE WORK R-3:

INCLUDE IN BASE WORKR-3:


INCLUDE IN BASE WORK R-3


INCLUDE PERIMETER OF ROOF AREAS <1> & <1A> - CENTRALUPPER ROOF - IN BASE WORK R-3

RS

RS

RSRS

RSRS

RSRS

BASEWORK R-3

LADDER

TYP3

TYP14

18

16

1

R3131

R313

1

R313

1

R313

1

R313

1

R313

1

R313

1

R313

1

R313

1

R313

1

R313

1

R313

SKY

SKYSKY

SKY

AI

AI

PRV

AI

AIAI

AI

PRV

PRV

AI

AIAI

AI

AIAI

AI

PRV

PRV

AI

AI

AI

PV

PV

PV

PV PV

PV

RTU

RIDGE

RIDGE

RIDG

ERI

DGE

RIDG

E

RIDGE

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"TAPER1/8":12"

TAPER

1/8":1

2"TA

PER

1/8":1

2"TA

PER

PV

PPPP

PS

PSPS

PS

EXG WIRE

EXG WIRE

EXG WIRE

EXG WIRE

PP

PP

PPPP

PPPP

63'-1

0"24

'-5"

8'-11

"9'-

6"16

'-10"

29'-5

"38

'-6"

9'-9"

201'-

1"

24'-6" 54'-4" 24'-4"

103'-2"

TYP15

192021

2

TYP13

TYP7

1

TYP8

6ABD

1 CENTRAL UPPER ROOFBASE WORK R-3

SP

2

R314

NEW THRU-WALL FLASHING9

11

SIM

SIM

NO METAL PANELIN THIS AREA

3

R317

3

R317

3

R3173

R317SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

SIM

TYP12

1A

TYP5

TYP4

17

EJ10 EJ

10

2

1



1A

2B

2A2C


1 DECK:

INSULATION:

MEMBRANE:

SURFACE:

FLASHING:

TYPE "A" METAL DECK

(1) LAYER TAPERED POLYISOCYANURATE LOOSE LAID OVER (1)LAYER 1" PERLITE LOOSE LAID OVER (1) LAYER LOOSE LAID OVER 1"POLYISOCYANURATE

60 MIL EPDM

STONE BALLAST

EPDM

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

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>,<2B> AND <2C> DURINGRESEALING OF EXG MASONRY EXPANSION JOINTS AND JOINTS ALONG WINDOWS, LOUVERS AND DOORS ANDDURING INSTALLATION OF NEW METAL WALL PANELS AND THRU-WALL FLASHING AND METAL WALL PANEL ASNOTED ON ROOF PLANS. PROTECTION BOARD (1/2" PLYWOOD OVER 2" XPS) SHALL BE 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 DAMAGINGAND/OR STAINING OF EXISTING ASPHALT OR CONCRETE WALK WAYS.

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

1.

2.

3.

4.

5.

GENERAL NOTES

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

RSLADDER

27

25

1

R313

1

R313

1

R314

1

R314

1

R314

WIN

DOW

LOUVER

PV

PV

PRV

PRV

AIPV

PV

PV

FLUE

PRV

HATCHFLUE

PVGNV

GNV

PV 23TYP6

TYP3

1/8":1

2"TA

PER

1/8":1

2"TA

PER

1/8":12"TAPER

1/8":12"TAPER

2

R314

FLAT STOCK INSULATION

1/8":1

2"

SP

22

IF NEW ROOF DRAIN CANNOT BE INSTALLED PER2/R311 - PROVIDE NEW MECHANICALLY ATTACHED1/8":12" TAPERED INSULATION (START THK=2") ANDNEW FLAT STOCK RIGID INSULATION (THICKNESSVARIES) ALTERNATING AT 8'-0" INTERVALS. ADD (1)ADDITIONAL LAYER OF 2x BLOCKING TOSURROUNDING LOWER ROOF ALTERNATE R-3-A - SEEDETAIL 1/R313

_

TAPE

R

FLAT STOCK INSULATION

FLAT STOCKINSULATION

1/8":1

2"TA

PER

1/8":12"TAPER

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

13

2CALTERNATE R-3-AALL 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:

Proje

ct R-

3 201

6 Roo

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F16065 2016.08.09

R312ENLARGED ROOF PLANS

F160

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NORTH 1/16" = 1'-0"R3122 Partial Roof Plan - Central Upper Roof

NORT

H

N.T.S.R3121 Key Plan

N.T.S.R3123 Existing Conditions

N.T.SR3124 Design uplift Pressures

N.T.S.R3125 Insulation Overlap

14 REMOVE EXG METAL FASCIA, PROVIDE NEW MANUFACTURER'S PREFINISHED GI FASCIA,AREAS <1>, <1A>, <2C> - SEE DETAIL 1/R313

15 DISCONNECT EXG WIRE AS REQUIRED TO ACCOMMODATE INSTALLATION OF NEW EPDMMEMBRANE. REINSTALL WIRE ON NEW ADHESIVELY ADHERED THOMPSON LIGHTNINGPROTECTION BRACKETS 36" C/C MAXIMUM IN ROOF FIELD AND MECHANICALLYFASTENED TO FASCIA WITH NEW THOMPSON LIGHTNING PROTECTION CLIPS ALONGPERIMETER OF ROOF 36" C/C MAXIMUM. PROVIDE NEW MANUFACTURER'S SPLICE TAPEAND SEALANT UNDERNEATH NEW BRACKETS, AREA <1>, <1A>

16 EXG LADDER TO REMAIN. PREP, PRIME AND PAINT EXG LADDER. PROVIDE NEWMANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS AT TOP AND BASEOF LADDER, AREAS <1>, <1A>, <2C>

17 PREP, PRIME AND PAINT ALL EXG GALVANIZED ROOF TOP DUCTS, HOODS ANDSTACKS/FLUES, AREAS <1>, <1A>, <2C>

18 PROVIDE NEW MANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS ASINDICATED ON ROOF PLAN, AREAS <1>, <1A>, <2C>

19 PROVIDE NEW MECHANICALLY ATTACHED 1/8":12" TAPERED RIGID INSULATION (STARTTHK=2") (AVG. R-20.96) AND (1) LAYER MECHANICALLY ATTACHED 1/2" COVER BOARD(R-0.28) AND FULLY ADHERED 60 MIL EPDM MEMBRANE, AREAS <1>, <1A>, <2C> - SEEDETAIL 5/R312

20 PROVIDE NEW EPDM FLASHINGS AND STRIPPINGS, AREAS<1>, <1A>, <2C>

21 PROVIDE NEW CONTRACTOR'S WARRANTY (2 YEAR) AND MANUFACTURER'S WARRANTY(20 YEAR), AREAS <1>, <1A>, <2C>

1 NO WORK AND OR MATERIALS TO BE STORED/PERFORMED IN THIS AREA

2 REMOVE EXISTING (EXG) BALLASTED EPDM ROOFING, INSULATION, FLASHINGS (FLG'S),CANTS AND STRIPPINGS, INSPECT EXG TYPE "A" METAL DECK FOR DAMAGE ORDETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT, AREAS <1>, <1A>,<2C>

3 REMOVE ALL EXG PLUMBING VENT (PV) AND GOOSE NECK VENT (GNV) FLG'S. EXTEND ASREQUIRED TO ACCOMMODATE NEW 12" MINIMUM FLG HEIGHT. PROVIDE NEWMANUFACTURER'S FIELD FORM FLASHING OR MANUFACTURER'S PREFORMED PIPESEAL, AREAS <1>, <1A>, <2C> - SEE DETAIL 4/R316

4 REMOVE ALL EXISTING PIPE SEALS (PS) AT PIPE PENETRATION. PROVIDE NEWMANUFACTURER'S PREFORMED PIPE SEAL OR MANUFACTURER'S PRESSURE SENSITIVEFORM FLASHING, REUSE ANY EXISTING PIPE SUPPORTS, AREAS <1>, <1A>, <2C> - SEEDETAIL 4/R316

5 DISCONNECT AND RECONNECT EXG POWER ROOF VENTILATORS (PRV) AND AIRINTAKES (AI) AS REQUIRED TO ACCOMMODATE NEW 8" MINIMUM BASE FLG HEIGHT.EXTEND ELECTRICAL WIRING AND DUCTWORK TO ACCOMMODATE NEW FLASHINGHEIGHT. PROVIDE NEW EPDM FLASHING, MANUFACTURER'S TERMINATION BAR AND GISLIP COUNTER FLASHING MECHANICALLY ATTACHED TO EQUIPMENT HOOD FLANGE AT12" C/C MAXIMUM, AREAS <1>, <1A>, <2C> - SEE DETAIL 1/R316 & 2/R316

6 REMOVE EXG ADB EQUIPMENT RAILS AND CURBS. COVER HOLE IN DECK WITH NEW 22GA METAL DECKING TO MATCH EXG. EXTEND NEW DECKING OVER EXG STEELSUPPORTS 6" AND MECHANICALLY ATTACH 6" C/C MAXIMUM, AREA <1>, <1A>

7 EXG ROOF TOP UNIT (RTU) TO REMAIN. PROVIDE NEW GI SLIP FLASHING MECHANICALLYATTACHED TO EQUIPMENT HOOD FLANGE AT 12" C/C MAXIMUM. PROVIDE NEWMANUFACTURER'S STANDARD PRESSURE SENSITIVE 3/8" WALK PADS AROUND ALL ROOFTOP UNITS. AREA <2C> - SEE DETAIL 3/R316

8 REMOVE EXG PRECAST WALKWAY PADS, AREAS <1>, <1A>, <2C>

9 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 NEW WEEP VENTS AT 16" C/C, AREA <1>,<1A> - SEE DETAILS 1/R313, 2/R313 & 2.1/R313 - INCLUDE IN BASE WORK R-3

10 CLEAN, SCRAPE AND CLEAR OUT ALL EXISTING SEALANTS AND BACKER ROD ATIDENTIFIED EXISTING MASONRY EXPANSION JOINTS (EJ). GRIND/SAW CUT 3/8" MINIMUMWIDE AS NECESSARY AND PROVIDE NEW BACKER ROD AND CONTINUOUS TOOLEDURETHANE SEALANT, AREA <1>, <1A> - SEE DETAIL - 4/R315 - INCLUDE IN BASE WORK R-3

11 PROVIDE NEW WOOD AREA SEPERATION (SP) CURB AND NEW 24 GA PREFINISHED GIMETAL CAP, AREAS <1>, <1A>, <2C> - SEE DETAILS 2/R314 & 2.1/R314

12 ALL EXISTING SKYLIGHTS (SKY) TO REMAIN. REMOVE EXG SPF FLASHINGS AND PROVIDENEW EPDM FLASHING. REMOVE EXG FLASHING AT TOWER PENETRATIONS (PP) ANDPROVIDE NEW EPDM FORM FLASHING, AREAS <1>, <1A>, <2C> - SEE DETAILS 3/R314 &3/R317

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 <1>, <1A>, <2C> - SEE DETAIL 1/R317


NORTH 1/16" = 1'-0"R3126 Alternate Taper Plan - Area 2C




1

2

3

4

55

6

7

1

8

9

10

11

12

13

14

15

12

2"

3"

3/4"

16

1718

2"

1919COUNTERFLASHINGDIMENSIONS

_BA

SE F

LASH

ING

HEIG

HT V

ARIE

S -

8" M

INIM

UM

2021

22

6

55

23

24

2525

2626

27

6

28

29

23

2" M

IN

30

31

552626

30

27

32

33

3435

2525

1919

2

16

3636

37

3

AREA <2> AREA <4>

ALTERNATE R-3-ABASE WORK R-3 -INCLUDES THRU-WALLAND METAL PANEL

38

18

3939

4040

4141

42

4343

4343

3939

4040

4141

42

4444

4343

45

2" M

IN

4646

4646

4748

48

EXTEND THRU-WALL 6" MINIMUM PAST FASCIA

49

50

6" MIN

55

56

57

4444

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 (I.E.WINDOWS, DOORS, LOUVERS). INSTALL THROUGH-WALL TO ENSUREPOSITIVE SLOPE OUTWARD TO WALL FACE AND EXTEND FLASHING 3/4" PASTFACE OF BRICK. CUT AWAY POLYMER FABRIC FLUSH WITH BRICK AFTERINSTALLATION 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

1

2

51

52

55

6

53

1

8

9

11

12

13

14

15

12

5454

4141

42

4444

4343

4748

51

53

4343


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

Proje

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rvt

BWC MWH

F16065 2016.08.09

R313ROOF DETAILS

F160

65

Proje

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Detail Work Description Notes1 EXG STRUCTURE TO REMAIN

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

3 REMOVE EXISTING (EXG) BALLASTED EPDM, INSULATION, BASE SHEET, FLASHINGS (FLG)CANTS AND STRIPPINGS

4 REMOVE EXG COUNTER FLASHING

5 EXG MASONRY WALL TO REMAIN

6 EXG BRICK TO REMAIN

7 SHAVE EXG RECEIVER AND THRU-WALL FLASHING FLUSH WITH MORTAR JOINT

8 EXG STEEL ANGLE TO REMAIN

9 NEW 24 GA STAINLESS STEEL REGLET RECEIVER

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

11 REMOVE (3) COURSE OF EXG BRICK

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

13 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.

14 NEW 1/8" X1" FLAT STOCK STAINLESS STEEL TERMINATION BAR MECHANICALLY ATTACHED@ 12" C/C

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

16 NEW FULLY ADHERED 60 MIL ETHYLENE PROPYLENE DIENE MONOMER (EPDM) ROOFING

17 NEW REINFORCED FLEXIBLE SHEET ROOFING MEMBRANE SECUREMENT STRIP

18 NEW FLEXIBLE SHEET ROOFING FASTENER & SEAM PLATE 12" C/C MAX

19 NEW MECHANICALLY ATTACHED 1/8":12" TAPERED RIGID INSULATION BOARD AND (1) LAYERMECHANICALLY ATTACHED 1/2" COVER BOARD INSULATION

20 NEW WATER CUT OFF MASTIC

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

22 NEW CONTINUOUS TOOLED URETHANE SEALANT

23 REMOVE EXG TRANSITION TRIM AND SHAVE TRANSITION TRIM CLIP FLUSH WITH GROUT

24 NEW SELF ADHERING WATERPROOFING UNDERLAYMENT

25 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE

26 EXG EXTERIOR INSULATED FINISH SYSTEM (EIFS) TO REMAIN

27 NEW WEATHER RESISTIVE BARRIER OVER EXG EIFS. SHINGLE LAP OVER NEW ICE ANDWATER SHEILD

28 NEW 22 GA GI TRANSITION TRIM CLIP MECHANICALLY ATTACHED

29 NEW 24 GA PREFINISHED GI TRANSITION TRIM

30 PROVIDE NEW MANUFACTURER'S PREFINISHED GI FLUSH METAL PANEL

31 EXG GROUT FILL TO REMAIN

32 NEW MANUFACTURERS PREFINISHED GI FASCIA

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

34 NEW EPDM STRIPPING

35 NEW CONTINUOUS TOOLED LAP SEALANT

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

37 REMOVE EXG FASCIA SYSTEM

38 NEW CONTINUOUS TAPERED EDGE STRIP

39 NEW EPDM FLASHING BEYOND

40 NEW 24 GA PREFINISHED GI COUNTERFLASHING AND MANUFACTURER'S TERMINATION BARBEYOND

41 NEW 24 GA STAINLESS STEEL REGLET RECEIVER AND ASPHALT COATED COPPERTHRU-WALL FLASHING BEYOND

42 NEW TOOLED URETHANE SEALANT BEYOND

43 EXG BRICK BEYOND

44 NEW SOLDIER COURSE BAND BEYOND

45 NEW PREFINISHED GI DRIP EDGE

46 EXTEND NEW METAL TRIM PIECE WITH HEMMED EDGE ONTO ADJACENT BRICK BEYOND.

47 NEW WEEP VENTS AT 16" C/C

48 NEW WEEP VENTS BEYOND

49 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER

50 PREFINISHED CLOSURE TRIM RIVETED INTO WALL PANEL 12" C/C MAXIMUM

51 EXG BALLASTED EPDM ROOFING AND FLASHING TO REMAIN - PROTECT DURINGINSTALLATION OF NEW THRU-WALL FLASHING AND METAL PANEL, SEE GENERAL NOTES

52 EXG COUNTERFLASHING TO REMAIN

53 EXG THRU WALL FLASHING AND RECEIVER TO REMAIN

54 EXG COUNTERFLASHING BEYOND TO REMAIN

55 NEW PREFINISHED GI DRIP EDGE BEYOND

56 NEW PREFINISHED METAL PANEL CLOSURE PIECE BEYOND

57 CLEAN,SCRAPE AND CLEAR OUT ALL EXG SEALANTS AND BACKER ROD AT MASONRYEXPANSION JOINT BEYOND. GRIND/SAW CUT 3/8" MINIMUM AS REQUIRED. PROVIDE NEWBACKER ROD AND CONTINUOUS TOOLED URETHANE SEALANT

3" = 1'-0"R3131 Base Flashing - Alternate Accepted

N.T.S.R3132.1 Thru-Wall Flashing Isometric

3" = 1'-0"R3132 Base Flashing - Alternate Rejected

4

6

1

15

55

33

16

17

18

19

2021

2"8 910

1111

_IN

SULA

TION

HEI

GHT

VARI

ES -

SEE

ROOF

PLA

N

2222

2323

2424

2525

26

EXTEND THRU-WALL 6" MINIMUM PAST FASCIA

2727

29

55

30

31

33

1616

32

29

33

34

30

2" M

IN

35

36

2727

37

16

2" M

IN

32

35

3838

26

3838

42 47

4643

49

2"

8910

3939

4040

2929

55

36

30

16

30

41

35

42

37

43

1

44

2323

4545

46 47

16

2222

2222

354848

32

31

33

TAPER AREA SEPERATIONS DOWN 3'-0"FROM PERIMETER OF BUILDING AND ATINTERSECTING MASONRY WALL ANDTERMINATE COPING BELOW FASCIA ORCOUNTERFLASHING

3'-0" MINIMUM

1

2

33

33

455

4

6

7

6

N.I.C. AREA <4>

ALTERNATE R-3-A

8910

1111

2" M

IN

2" M

IN

1213

2222

2323

2424

2727

2828

2"

6

1

1414

89 10

8910

2" 2"

1111 1111

1

12

8" M

INIM

UM F

LASH

ING

HEIG

HT

8" M

IN F

LASH

ING

HEIG

HT

2724

23

22

2427

23

22 2222

2323

AREA <4> AREA <4A>

ALTERNATE R-3-AALTERNATE R-3-A


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

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rvt

BWC MWH

F16065 2016.08.09

R314ROOF DETAILS

F160

65

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SD/D

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3" = 1'-0"R3141 Fascia - Alternate R-3-A

3" = 1'-0"R3143 Skylight

Detail Work Description Notes1 REMOVE EXISTING (EXG) BALLASTED EPDM, INSULATION, BASE SHEET, FLASHINGS (FLG)

CANTS AND STRIPPINGS

2 REMOVE EXISTING COPING


4 EXG STRUCTURE TO REMAIN



7 EXG SPF MEMBRANE TO REMAIN





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

13 REMOVE PORTION OF EXG WOOD BLOCKING TO BE FLUSH WITH WOOD CURB BELOW

14 NEW WOOD BLOCKING AREA SEPARATION CURB



17 REMOVE EXG METAL CLOSURE PIECE AND RECEIVER










27 EXG BRICK BEYOND

28 NEW PREFINISHED GI AREA SEPERATION COPING BEYOND

29 EXG BRICK TO REMAIN

30 REMOVE EXG TRANSITION TRIM AND SHAVE TRANSITION TRIM CLIP FLUSH WITH GROUT



33 NEW 22 GA GI TRANSITION TRIM CLIP MECHANICALLY ATTACHED

34 NEW MANUFACTURERS PREFINISHED GI COPING CAP


36 EXG GROUT FILL TO REMAIN


38 EXTEND NEW METAL TRIM PIECE WITH HEMMED EDGE ONTO ADJACENT BRICK BEYOND.

39 PROVIDE NEW 2" RIGID INSULATION MECHANICALLY ATTACHED TO SUBSTRATE

40 EXG SKYLIGHT AND SKYLIGHT CURB FRAMING TO REMAIN

41 NEW SELF ADHERING WATERPROOFING UNDERLAYMENT



44 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER BEYOND

45 NEW FLUSH METAL PANEL BEYOND



48 PREFINISHED TRANSITION TRIM ANGLES UP BEYOND. TAB UP FLASHING AND TERMINATEUNDER NEW 24 GA PREFINISHED GI COUNTERFLASHING BEYOND

49 NEW WEEP VENTS BEYOND

N.T.S.R3142.1 Area Separation Termination

3" = 1'-0"R3144 Exg Area Separation

3" = 1'-0"R3142 New Area Separation

1

2

3

4

55

6

99

1010

1112

7

2"

141516

25

26

19

23

1717

22

COUNTERFLASHINGDIMENSIONS

2"

3"

3/4"

6

1010

7

27

28

1010

29

7

3031

32

33

28

22

1

2

3

7

55

6

8

7

8

2"

141516

1717

18

19

20

21

22

2"

3"

3/4"


23

12

24

6

88

7

27

28

88

29

7

3031

32

33

28

22

1

2

3

7

55

6

13

7

18

2"

141516

1717

2"

2"

3/4"


423

21

20

1219

13

22

12

61313

7

34

32

22

3335

30

3131

3636

6

37

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

W / 2


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

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rvt

BWC MWH

F16065 2016.08.09

R315ROOF DETAILS

F160

65

Proje

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SD/D

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Detail Work Description Notes1 EXG STRUCTURE TO REMAIN



4 REMOVE EXG COUNTER FLASHING


6 EXG BRICK BEYOND

7 EXG CMU BEYOND TO REMAIN

8 EXG LOUVER TO REMAIN

9 EXG DOOR THRESHOLD TO REMAIN

10 EXG DOOR AND FRAME BEYOND TO REMAIN

11 REMOVE EXG DOOR THRESHOLD RECEIVER


13 EXG WINDOW TO REMAIN





18 EXG STEEL ANGLE TO REMAIN


20 EXG THRU-WALL RECEIVER TO REMAIN


22 INCLUDE IN BASE WORK R-3: SCRAPE,CLEAN AND REMOVE ALL EXG RESIDUAL SEALANTSAND BACKER ROD AT TOP AND SIDES OF EACH LOUVER,DOOR AND WINDOW. PROVIDE NEWBACKER ROD AND NEW TOOLED URETHANE SEALANT - SEE DETAIL 4/R316


24 SCRAPE CLEAN ALL EXG SEALANT FROM LOUVER JOINTS AND PROVIDE NEW CONTINUOUSTOOLED URETHANE SEALANT

25 NEW PREFINISHED GI DOOR THRESHOLD RECEIVER

26 REMOVE AND REINSTALL EXG DOOR THRESHOLD

27 NEW 24 GA PREFINISHED TRANSITION TRIM BEYOND

28 NEW MANUFACTURER'S PREFINISHED JAMB TRIM BEYOND









37 EXG GROUT FILL BEYOND

3" = 1'-0"R3151 Door Flashing

3" = 1'-0"R3152 Louver Flashing

3" = 1'-0"R3153 Window Flashing

3" = 1'-0"R3154 Sealant Joint - Base Work R-3


14

77

15

16

11

2"

1317 18

8819

13

20

21

3"

2"

23

8" M

IN B

ASE

FLAS

HING

HEI

GHT

66

22

7

8" M

IN B

ASE

FLAS

HING

HEI

GHT

SEE DETAIL 1/R315 FOR TYPICAL BASEFLASHING NOTES AND DIMENSIONS

11

66

16


1212

24

1125

26

11

77 77

8" M

INIM

UM F

LASH

ING

HEIG

HT

8" M

INIM

UM F

LASH

ING

HEIG

HT


27

7

28

29

11

27

7

1

2

3

4

5

66

77

12" 8"

MIN

IMUM

FLA

SHIN

G HE

IGHT


11

6

30

16


28

_

6

EXTE

ND G

I SLIP

FLA

SHIN

G FU

LLHE

IGHT

OF

WOO

D BL

OCKI

NG

88

9

10

11

11

12

1

1313

3" MIN


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

Proje

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rvt

BWC MWH

F16065 2016.08.09

R316ROOF DETAILS

F160

65

Proje

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6 Roo

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Grea

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

DETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT

2 EXG ROOF HATCH RAISED TO ACCOMMODATE NEW 8" MIN BASE FLG HEIGHT

3 EXG ROOF HATCH CURB TO REMAIN

4 EXG LADDER TO ROOF HATCH

5 NEW ROOF HATCH SAFETY RAILING

6 EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGED OR DETERIORATEDWOOD BLOCKING WITH NEW WOOD BLOCKING


8 NEW MECHANICALLY ATTACHED 1/8":12" TAPERED RIGID INSULATION BOARD AND(1) LAYER MECHANICALLY ATTACHED 1/2" COVER BOARD INSULATION


10 NEW FLEXIBLE PIPE SEAL

11 NEW STAINLESS STEEL COMPRESSION DRAW BAND

12 EXG ROOF PENETRATION TO REMAIN

13 NEW FULLY ADHERED 60 MIL ETHYLENE PROPYLENE DIENE MONOMER (EPDM)ROOFING

14 EXG METAL EQUIPEMENT CURB AT NEW HEIGHT

15 NEW 24 GA PREFINISHED GI COUNTERFLASHING MECHANICALLY ATTACHED TOEQUIPEMENT HOOD FLANGE AT 12" C/C MAX

16 EXG ROOF TOP UNIT AT EXG HEIGHT



19 REMOVE EXISTING (EXG) BALLASTED EPDM, INSULATION, BASE SHEET, FLASHINGS(FLG) CANTS AND STRIPPINGS



22 EXG WOOD BLOCKING EQUIPEMENT CURB


24 NEW INSULATED METAL EQUIPEMT CURB

25 NEW MANUFACTURERS FLEXIBLE EPDM MULTI-PENETRATION PIPE SEAL CAP

26 REMOVE EXG MULTI-PENETRATION PIPE SEAL CURB

27 NEW INSULATED METAL EQUIPMENT RAILS MECHANICALLY ATTACHED TO METALDECK

28 EXG ROOF TOP UNIT CURB TO REMAIN

29 EXG EQUIPMENT RAIL CAP TO REMAIN

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

3" = 1'-0"R3161 Metal Equipment Curb

3" = 1'-0"R3162 Wood Equipment Curb

3" = 1'-0"R3165 Multi Pipe Seal

3" = 1'-0"R3166 Equipment Rail

3" = 1'-0"R3167 Roof Hatch

3" = 1'-0"R3163 Roof Top Unit

N.T.S.R3164 Pipe Seal

7

22

88

55

9

10

11

12

13

4" MIN

6" MIN

3" O

VERL

AP

1

2

3

4

5

6

7

4'-0"

2'-0"

2

1414

1515

16

17

18

19

820

2121

22

7

5

222223

24

ALTERNATE A BASE WORK R-3

2"

5

25

26

22

7

2727

1414

2222

2828

2828

29

30

3131

32

33

34

3434

AREA <4> AREA <2>

24

29

34

3535

3636

37

37

37

37

+/-12'-6"

38

39

40

6

4141

4242

4343

4444

4545

4646

27

4242

4646

4747

48

49

4141

5050

49

4141

51

5252

2" M

IN 6" MIN

30

3131

2121

53

54


2"

3"

3/4"

55

56

2"26

25

57

58

57 58

24

8" M

INIM

UM F

LASH

ING

HEIG

HT

59


DRAWN BY:

COMMISSIONNUMBER:

REVIEWEDBY:

DATE:

REVISION: DATE:

Proje

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6 Roo

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PLEA

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ROO

F_bc

allag

han@

martin

-riley

.com.

rvt

BWC MWH

F16065 2016.08.09

R317ROOF DETAILS

F160

65

Proje

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6 Roo

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Grea

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SD/D

D/CD

N.T.SR3172 Flue

N.T.S.R3171 Roof Sump

Detail Work Description Notes13 NEW STAINLESS STEEL COMPRESSION DRAW BAND














27 EXG STRUCTURE TO REMAIN

28 EXG SKYLIGHT AND SKYLIGHT CURB FRAMING TO REMAIN

29 RUN NEW EPDM MEMBRANE UP AND OVER EXG SKYLIGHT CURB. TERMINATE UNDER NEWFLUSH METAL PANEL

30 PROVIDE NEW 1/2" PLYWOOD AND RIGID INSULATION MECHANICALLY ATTACHED TOSUBSTRATE. SHAVE INSULATION SO THAT PLYWOOD IS FLUSH WITH REAR FACE OFADJACENT TOWER PENETRATION

31 PROVIDE NEW 2" RIGID INSULATION MECHANICALLY ATTACHED TO SUBSTRATE

32 EXG CEILING TILE TO REMAIN

33 REMOVE EXG EPDM AND SPF FLASHING FROM TOWER PENETRATIONS

34 EXG ANTENNA TOWER BEYOND TO REMAIN.

35 NEW EPDM FLASHING BEYOND. WRAP TOWER PENETRATION WITH EPDM FLASHING. RUNFLASHING MINIMUM 4" UP TOWER ABOVE NEW CURB HEIGHT

36 NEW 8" HIGH UNCURED EPDM FLASHING OR MANUFACTURER'S PITCH POCKET WITHPOURABLE SEALER

37 NEW CONTINUOUS TOOLED LAP SEALANT BEYOND







44 EXG BRICK BEYOND

45 NEW 24 GA PREFINISHED TRANSITION TRIM BEYOND

46 NEW FLUSH METAL PANEL BEYOND

47 NEW MANUFACTURER'S PREFINISHED GI FASCIA BEYOND


49 NEW 24 GA PREFINISHED GI SURFACE MOUNT RECEIVER BEYOND

50 RUN NEW EPDM FLASHING UNDER NEW 24 GA PREFINISHED GI TRANSITION TRIM.TERMINATE FLASHING UNDERNEATH NEW TRANSITION TRIM CLIP

51 NEW CONTINUOUS TAPERED EDGE STRIP


53 NEW VERTICAL TERMINATION BAR BEYOND






59 PREFINISHED TRANSITION TRIM ANGLES UP BEYOND. TAB UP FLASHING AND TERMINATEUNDER NEW 24 GA PREFINISHED GI COUNTERFLASHING BEYOND

Detail Work Description Notes1 RESET EXG ROOF SUMP CLAMPING RING IN NEW FSR ROOFING. REPLACE ANY MISSING

AND/OR PLASTIC COMPONENT WITH NEW CAST IRON COMPONENTS. REPLACE EXGPLASTIC STRAINERS WITH NEW CAST IRON STRAINERS


3 EXISTING ROOF DRAIN STRAINER TO REMAIN IF MISSING, BROKEN OR PLASTIC REPLACEWITH NEW CAST IRON STRAINER.

4 EXISTING ROOF DRAIN BOWL TO REMAIN. REPLACE ANY MISSING, BROKEN OR PLASTICCOMPONENTS WITH NEW CAST IRON COMPONENTS





9 NEW 24 GA GI BASE FLG

10 REMOVE EXG METAL RAIN COLLAR FLASHING

11 NEW CONTINUOUS HEAT SENSETIVE CAULK JOINT

12 EXG FLUE PIPE PENETRATION TO REMAIN

3" = 1'-0"R3173 Skylight

abbreviations project r-3 · std standard stl steel stor storage susp suspended sv smoke vent sys...

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