abbreviations project r-4 - kovert hawkins
TRANSCRIPT
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:
43:2
0 PM
C:\U
sers
\bca
llagh
an\D
ocum
ents
\Utic
a El
emen
tary
- RO
OF_
bcal
lagh
an@
mar
tin-r
iley.
com
.rvt
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent fo
r :Gr
eater
Clar
k Cou
nty S
choo
ls
2016.08.09
F160
65
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 FLASHING
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
UPPER GYM ROOFALTERNATE R-4-B
WEST CANOPYALTERNATE 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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/26/2
016 1
:17:40
PM
C:\U
sers\
tsorg
\Doc
umen
ts\Ut
ica E
lemen
tary -
ROO
F_tso
rg.rv
t
BWC MWH
F16065 2016.08.09
R411OVERALL ROOF PLAN
F160
65
Proje
ct R-
4 201
6 Roo
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
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:
INCLUDE IN BASE WORK R-4:
INCLUDE IN BASE WORK R-4:
INCLUDE IN BASE WORK R-4:
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
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
UPPER GYM ROOFALTERNATE R-4-B
WEST CANOPYALTERNATE R-4-B
2B SURROUNDINGLOWER ROOFALTERNATE R-4-A
2ASURROUNDING LOWER ROOFALTERNATE R-4-A
1A
DECK:
INSULATION:
MEMBRANE:
SURFACE:
FLASHING:
3 DECK:
INSULATION:
MEMBRANE:
SURFACE:
FLASHING:
1 TYPE "A" METAL DECK
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
FLOOD COAT ASPHALT & GRAVEL
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
4 PLY BUILT UP ROOF, ASPHALT ADHERED FIBERGLASSFELTS
FLOOD COAT ASPHALT & GRAVEL
MBR
DECK:
INSULATION:
MEMBRANE:
SURFACE:
FLASHING:
6 TYPE "A" METAL DECK
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
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
ROOF FIELD -31.1 POUNDS PER SQUARE FOOT
ROOF PERIMETER -52.2 POUNDS PER SQUARE FOOT
ROOF CORNERS -78.5 POUNDS PER SQUARE FOOT
VERTICAL DESIGN PRESSURE -64.17 POUNDS PER SQUARE FOOT
HORIZONTAL DESIGN PRESSURE -39.22 POUNDS PER SQUARE FOOT
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
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
SOUTHEAST GYM LOW ROOFALTERNATE R-4-B
EAST 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
_
_
_
NEW THRU-WALL FLASHING
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
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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/25/2
016 3
:41:09
PM
C:\U
sers\
bcall
agha
n\Doc
umen
ts\Ut
ica E
lemen
tary -
ROO
F_bc
allag
han@
martin
-riley
.com.
rvt
BWC MWH
F16065 2016.08.09
R412ENLARGED ROOF PLANS
F160
65
Proje
ct R-
4 201
6 Roo
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
NORT
H
1/16" = 1'-0"R4122 Roof Plan - Central Upper Roof
NORT
H
N.T.S.R4121 Key Plan
N.T.S.R4123 Existing Conditions
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
WEST CANOPYALTERNATE R-4-B
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
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
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
UPPER GYM ROOFALTERNATE R-4-B
WEST CANOPYALTERNATE R-4-B
2B SURROUNDINGLOWER ROOFALTERNATE R-4-A
2ASURROUNDING LOWER ROOFALTERNATE R-4-A
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
4 PLY BUILT UP ROOF, ASPHALT ADHERED FIBERGLASSFELTS
FLOOD COAT OF ASPHALT & GRAVEL
MBR
5
ROOF PRESSURES
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
ROOF FIELD -31.1 POUNDS PER SQUARE FOOT
ROOF PERIMETER -52.2 POUNDS PER SQUARE FOOT
ROOF CORNERS -78.5 POUNDS PER SQUARE FOOT
VERTICAL DESIGN PRESSURE -64.17 POUNDS PER SQUARE FOOT
HORIZONTAL DESIGN PRESSURE -39.22 POUNDS PER SQUARE FOOT
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
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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/25/2
016 3
:41:39
PM
C:\U
sers\
bcall
agha
n\Doc
umen
ts\Ut
ica E
lemen
tary -
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
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
NORT
H
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.S.R4131 Key Plan
N.T.S.R4134 Existing Conditions
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
49
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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/25/2
016 3
:42:02
PM
C:\U
sers\
bcall
agha
n\Doc
umen
ts\Ut
ica E
lemen
tary -
ROO
F_bc
allag
han@
martin
-riley
.com.
rvt
BWC MWH
F16065 2016.08.09
R414ROOF DETAILS
F160
65
Proje
ct R-
4 201
6 Roo
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
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
W / 2
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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/25/2
016 3
:42:39
PM
C:\U
sers\
bcall
agha
n\Doc
umen
ts\Ut
ica E
lemen
tary -
ROO
F_bc
allag
han@
martin
-riley
.com.
rvt
BWC MWH
F16065 2016.08.09
R415ROOF DETAILS
F160
65
Proje
ct R-
4 201
6 Roo
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
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
13 NEW FULLY ADHERED 60 MIL EPDM ROOFING (FSR)
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
18 NEW CONTINUOUS TOOLED LAP SEALANT
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
25 NEW WATER CUT OFF MASTIC
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
33 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE
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
INCLUDE IN 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
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:
Proje
ct R-
4 201
6 Roo
f Rep
lacem
ent
UTIC
A EL
EMEN
TARY
SCH
OOL
8/25/2
016 3
:43:03
PM
C:\U
sers\
bcall
agha
n\Doc
umen
ts\Ut
ica E
lemen
tary -
ROO
F_bc
allag
han@
martin
-riley
.com.
rvt
EMB MWH
F16065 2016.08.09
R416TYPICAL ROOF DETAILS
F160
65
Proje
ct R-
4 201
6 Roo
fRe
place
ment
for :
Grea
terCl
ark C
ounty
Sch
ools
SD/D
D/CD
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
10 NEW WOOD BLOCKING MECHANICALLY ATTACHED TO SUBSTRATE
11 NEW CONTINUOUS TOOLED LAP SEALANT
12 NEW FLEXIBLE PIPE SEAL
13 NEW STAINLESS STEEL COMPRESSION DRAW BAND
14 EXG ROOF PENETRATION TO REMAIN
15 NEW FULLY ADHERED 60 MIL EPDM ROOFING (FSR)
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
27 NEW WATER CUT OFF MASTIC
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