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CORONADO K-8 SCHOOLMULTIPURPOSE BUILDING ROOF REPLACEMENT
Amphitheater Public Schools
100% Construction DocumentsMay 2019
Job No. 17.14.39
Amph
ithea
ter Pu
blic S
choo
lsCo
rona
do K-
8 Sch
ool
Mul
tipur
pose
Bui
ldin
gRo
of R
epla
cem
ent
PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE
WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
REVISION SCHEDULE:
MAY 2019
17.14.39
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
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Cover Sheet
SC
KDB
EXTERIOREXT.
WITHWATER CLOSET
VENT THRU ROOFVERTICAL
WEIGHT
WROUGHT IRON
WAINSCOT
WALL CLEAN OUT
WINDOW
WATER RESISTANTWATER PROOF
WOOD
GYPSUM WALL BOARD
WATER RESISTANT -
WELDED WIRE MESH
VINYL COMPOSITION TILE
NOMINALNOT IN CONTRACT
MULLIONMETALMOUNTEDMASONRY OPENINGMETAL LATHMISCELLANEOUSMINIMUMMANHOLEMANUFACTURER
OVER OR ON
PAVEMENT
OPPOSITEOPENING
OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER
NOT TO SCALENUMBER
CONTRACTOR INSTALLED
MEMBRANE
NO.
P
OPNG.
O.F.C.I.
OPP.
O/
O.D.O.C.
O.F.
N.T.S.
MTD.
N.I.C.NOM.
MULL.MTL.
MIN.
M.L.MISC.
MO
M.H.MFG.MEMB.
HOLLOW METALH.M.
INTERIORINSULATIONINFORMATIONINSIDE FACE
INTEGRAL COLOR CONCRETE
HOT WATER RETURNHOT WATERHEIGHTHORSEPOWERHORIZONTAL
MECHANICAL
MAXIMUMMATERIALMASONRY
LAVATORY
JANITOR'S CLOSET
MACHINE BOLT
JOINTJOIST
JUNCTION BOX
MASONRY CONTROL JOINTMECH.
MAX.MAT.
MCJM.B.
MAS.
JT.
LAV
J.C.JST.
J.B.
I.F.
INS.INT.
INFO.
ICC.
HT.
HWR
H.P.
H.W.
HORIZ.
FLOOR SINKFLUORESCENTFLOORFLASHINGFINISH
FIRE EXTINGUISHERFOUNDATIONFLOOR CLEAN OUTFLOOR DRAIN
EXISTING
GALVANIZED
HARDWAREHOLLOW COREHOSE BIB
GLUE LAMB BEAM
FURRINGFOOTING
GAUGE
GLASS FIBER
GYPSUM WALL BOARD
FINISH FLOOR ELEVATIONFIRE EXTINGUISHER CABINET
FT. FEET
H.C.H.B.
HDW.
GLBGWB
GALV.GFRC
FTG.FURR.
GA.
FEC
FLUOR.F.S.
FLR.
FIN.F.F.E.
FLSH.
(E)
F.D.
F.E.FDN.FCO
WD.WDW.W.P.W.R.
WCO
WRGWB
WSCT.
W.W.M.WT.
W.I.
W/W.C.
VTRVERT.VCT
PLASTERPLATE
PIECE
PLATE GLASS
PERPENDICULAR
PULL CHAIN
PLASTIC LAMINATE
PANELPAIR
PLYWOOD
PARTITION
PROJECT
PHASEPAINTED
PURLIN
QUARRY TILE
PUBLIC
RADIUSRISER
RECEPTACLEROOF DRAIN
RETURN AIR
ROOMROOFINGREVISIONREQUIREDREENFORCEMENTREGISTERRECESSED
SECTION
SHEETSQUARE FOOT
SOLID CORE
SCHEDULE
SQUARE
SIMILAR
SERVICE SINK
SPECIFICATIONSSHEET METAL
SPEAKER
ROUGH OPENING
STEELSTRUCTURAL
STANDARDSTAINLESS STEEL
STORAGE
TREAD
THICKTHRESHOLDTOP OF BEAM
TELEPHONE
TUBE STEEL
TELEVISION
TOP OF WALLTOP OF MASONRYTOP OF FOOTING
TYPICAL
VENTILATE
TOP OF CURB
POLYVINYL CHLORIDE
PRESSURE TREATED
VITRIFIED CLAY PIPE
UNLESS NOTED OTHERWISE
TELEPHONE TERMINAL BOARD
SHORT LEG VERTICAL
TONGUE AND GROOVE
SUSPENDED CEILING
SOLID CORE WOOD DOOR
S.S.
CPT. CARPET
DRAWING
DOOR
DIMENSIONDRINKING FOUNTAINDETAIL
COLD WATERCERAMIC TILECOUNTERSINK
DOWN SPOUT
DITTODOWN
EXPANSIONEXISTINGEXHAUST
EACH WAYEQUIPMENTEQUALENTRANCEELEVATIONELECTRICALEXPANSION JOINTEACH FACEEACH
ELECTRIC WATER COOLER
EXIST'G.EXP.
E.W.
EXH.EWC
EQUIP.EQ.
E.J.
ELEV.ELEC.
ENT.
E.F.EA.
DWG.
DR.DODN.
D.S.
DIM.D.F.DET.
C.T.CSK.
C.W.
V OR VENT
TYP.
VCP
U.N.O.
T.S.
TVT.T.B.
T.O.W.
T.O.F.T.O.M.
T.O.C.
T
THR.T.O.B.
TH.TEL.T&G
STRUCT.SUSP. CLG.
STL.
STD.S.STL.
STOR.
CERAMICCEMENT PLASTERCEMENT
CATCH BASINCABINET
BUILT UPBETWEENBASEMENT
COLUMN
CONTINUOUSCONSTRUCTIONCONCRETECOMBINATION
CEILINGCENTER LINECONTROL JOINTCIRCUITCAST IRON
CLEAN OUT
CHANNELS
CONCRETE MASONRY UNIT
CUBIC FEET PER MINUTECONTRACTOR INSTALLCONTRACTOR FURNISH
BEARING
COL.
CONST.CONT.
CONC.COMB.
C.O.CMU
C.L.CLG.
CIR.C.I.
C.J.
C.B.
CEM. PLAS.
CFM
C.F.C.I.CER.
CEM.
CAB
B.U.BTWN.BSMT.BRG.
SPECS.
SLV
SPKR.
S.M.
SQ.
SIM.
SQ. FT.
SCHED.SECT.
SHT.
SCWD.S.C.R.O.
REC.
REQ'D.
RM.
REINF.
REV.RFG.
REG.
R.D.RCPT.
RRAD.R.A.
ALTERNATEALLOWANCE
ADJACENTAIR CONDITIONING
ANCHOR BOLT
ALUMINUM
BOTTOM
BLOCKINGBUILDINGBUILDING LINEBOARD
AUTOMATIC
ACOUSTICAL TILEACCESS PANELAMPERE
BEAM
ABBREVIATIONS
ABOVE FINISH FLOOR
AGGREGATE BASE COURSE
ALT
BM.BOT.
BLKG.BLDG.
BDB.L.
@
ALUM
AUTO
A.T.A.P.AMP
AT
ALLOW
ADJ
AFF
A.C.
A.B.A.B.C.
PLAS. LAM.
PUB.
/O
Q.T.
PTD.
PUR.PVC
PLYWD.
PTN.
PR.
PTPROJ.
PNL.
PL
PL.GL.PLAS
PEP.C.
PERP.
ROUGH FRAMING
WELDED WIRE MESH
GYPSUM WALL BOARD
CEMENT PLASTER
RIGID INSULATION
ASPHALT
CEILING TILE
BATT INSULATION
STRUCTURAL STEEL
METAL STUDS (SECTION)
PLYWOOD
FINISH LUMBER
BLOCKING
X
CONCRETE MASONRY UNITS
WOOD STUDS
BRICK
CONCRETE
BASE COURSE
EARTH
NEW WALL (REFER TO KEYNOTE)
EXISTING WALL REMOVED
EXISTING WALL TO REMAIN
MATERIALS
STRUCTURAL STUDS
FULL HEIGHT INSULATION
ACID ETCHED CONCRETEA E C
NUMBERSHEET
PROJECT TEAM
CORONADO K-8 SCHOOL3401 E WILDS RDTUCSON, AZ 85739
Project Address TITLESHEET
N.T.S.
Campus Map
N.T.S.
Location Map
C.BD. CEMENT BOARD
INSIDE DIAMETERI.D.
CULTURED MARBLECM.
THISPROJECT
C
SITE
1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE
(IBC).
INDEXSYMBOLS LEGEND
APPLICABLE CODES
OWNER FURNISHEDOWNER INSTALLED
O.F.O.I.
REINFORCED CONCRETE
A1.1 ROOF PLAN
A1.0 DEMOLITION ROOF PLAN
G1.0 COVER SHEET
G2.0 GENERAL INFORMATION
ARCHITECTURAL
A2.1 ROOF DETAILS
ArchitectBRECKENRIDGE GROUP, INC.
1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85719
SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944
ContractorTBD
AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705
Owner
Owner ContactRICHARD C. LANASACONSTRUCTION PROJECT MANAGERAMPHITHEATER PUBLIC SCHOOLS520.696.5153
Amph
ithea
ter Pu
blic S
choo
lsCo
rona
do K-
8 Sch
ool
Mul
tipur
pose
Bui
ldin
gRo
of R
epla
cem
ent
PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE
WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
REVISION SCHEDULE:
MAY 2019
17.14.39
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at eS i gn e d .A.. SU.
. . .. . ... ... . ... . .
RF
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General Information
N. B
OW
MA
N R
D.
N. O
RA
CLE
R
D.
N. LA
GO
D
EL O
RO
P
KW
Y
E. GOLDER RANCH DR.
E. WILDS RD.
CONSTRUCTION NOTE
ROOM NUMBER
REVISION NUMBER
ELEVATION (plan)
ELEVATION (section)
OPENING SYMBOL
DEMOLITION NOTE
FIXTURE NOTE
DETAILWALL SECTION
BUILDING SECTION
EXTERIOR ELEVATION
INTERIOR ELEVATION
Scale
Detail or Section Name
Scale
Detail or Section Name
which section or
number or letter
section or detail
number of sheet on
referencedcondition is sheet on which detail is drawn
identification
NorthPlan
SC
KDB
AC
AC
AC
AC
AC
AC
TYP.
6
1
TYP.
5
TYP.
2
TYP.
6
TYP.
3
TYP.
5
TYP.
2
TYP.
3
1
TYP.
3
1
TYP.
5
TYP.
2
4
TYP.
3
TYP.
3
4
8
4
TYP.
TYP.
TYP.
7
7
Demolition Keynotes
REMOVE PARAPET COPING CAP.
CUT OFF ALL CURB FLASHING.
REMOVE CANT STRIP.
REMOVE ROOFING TO STRUCTURAL DECK.
Demolition General Notes
REMOVE CRICKET.
1. BUILDING AND SITE WILL BE OCCUPIED DURING CONSTRUCTION.
2. EXISTING CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYALL EXISTING CONDITIONS.
3. CONDITIONS SHOWN ARE FOR GUIDANCE AND GENERAL INFORMATION ONLY.CONTRACTOR SHALL VISIT THE SITE AND EVALUATE ALL EXISTING CONDITIONS IN THEFIELD AND PROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTESSHOWN IN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECTAT ALL APPROPRIATE LOCATIONS, WHETHER OR NOT SPECIFICALLY REFERENCED.
4. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOT TOBE REMOVED FROM INJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'SOPERATION. CONTRACTOR SHALL REPLACE DAMAGED IMPROVEMENTS AND UTILITIESIN KIND.
5. ALL SURFACES THAT AN EXISTING ITEM IS REMOVED FROM SHALL BE PATCHED ANDREPAIRED TO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILL BEALTERED OR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEETCONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITHMATERIALS TO MATCH EXISTING U.N.O.
6. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDINGAREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOT INCLUDEDIN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUST AND DEBRIS.
7. ALL ROOFING TO BE REMOVED AND REPLACED.
8. ALL COPINGS, BASE FLASHING, COUNTER FLASHING, ROOF PENETRATION FLASHING,AND PARAPET SCUPPERS TO BE REMOVED AND REPLACED U.N.O.
9. REMOVE EXISTING PITCH POCKETS. PROVIDE LIQUID FLASHING MEMBRANE AT ALL
PIPE/CONDUIT PENETRATIONS U.N.O.
10. FOLLOWING THE REMOVAL OF EXISTING ROOFING MATERIAL, THE CONTRACTORSHALL PERFORM A GENERAL CONDITION SITE INSPECTION. NOTIFY ARCHITECT OFCONDITIONS.
11. THE METAL ROOF DECK SHALL BE CLEANED OF ANY SURFACE CORROSION PRIOR TOREROOFING. IN AREAS OF SEVERE CORROSION, STEEL DELAMINATION, OR OTHERSTRUCTURAL CONCERNS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT FORREPAIR GUIDELINES. SUCH REPAIRS SHALL BE COMPLETED PRIOR TO REROOFING.
12. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEWBACKER ROD AND SEALANT, CONTRACTOR TO FIELD VERIFY ALL LOCATIONS. INCLUDEINSIDE FACE OF PARAPETS AND OUTSIDE FACE OF EXTERIOR WALL TO GROUND ORADJACENT ROOF SURFACE. SEALANT SHALL MATCH EXISTING WALL COLOR WHEREVISIBLE.
Amph
ithea
ter Pu
blic S
choo
lsCo
rona
do K-
8 Sch
ool
Mul
tipur
pose
Bui
ldin
gRo
of R
epla
cem
ent
PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE
WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
REVISION SCHEDULE:
MAY 2019
17.14.39
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at e S i gn e d .A.. SU.
. . . . . ... ... . . .. . .
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REMOVE ROOF HOOD AND ASSOCIATED CURB.
01/8'' =1'-0" 8' 24'
Demolition Roof Plan
REMOVE CURB CAP.
1
2
3
4
5
6
7
DemolitionRoof Plan
CUT GAS LINE AND CAP BELOW ROOF.8
SC
KDB
AC
AC
AC
AC
AC
AC
1
3
TYP.
15
TYP.
15
TYP.
4
4
4
TYP.
15
3
7
7 7
7
8
8
A1.1 A2.1
7
A1.1 A2.1
TYP.
8
A1.1 A2.1
TYP.
3
A1.1 A2.1
LOW ROOF
1
A1.1 A2.1
TYP.
6
A1.1 A2.1
2
A1.1 A2.1
TYP.
1
A1.1 A2.1
TYP.
7
A1.1 A2.1
TYP.
8
11
TYP.
12
12
TYP.
TYP.
TYP.
TYP. TYP.
6
5
13
2
2
TYP.
2
TYP.
10'-5"
6'-9"
8'-4" 10'-7"
7'-9" 6'-3"
13
'-3
"
2
TYP.
TYP.TYP.
9
2
14
6
10
1
TYP.
1
1
A1.1 A2.1
TYP.
13
5
7
5
A1.1 A2.1
TYP.
4
A1.1 A2.1
TYP.
TYP.
TYP.
TYP.
12
3
A1.1 A2.1
LOW ROOF
Amph
ithea
ter Pu
blic S
choo
lsCo
rona
do K-
8 Sch
ool
Mul
tipur
pose
Bui
ldin
gRo
of R
epla
cem
ent
PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE
WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
REVISION SCHEDULE:
MAY 2019
17.14.39
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at e S i gn e d .A.. SU.
. . . . . ... ... . . .. . .
RF
I
TE
I
C
EC TA C
TICRARETSIGER
ET
EDH
NO .76 0 5
REGISTRATION EXPIRATION DATE: 3/31/2020
05
/
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Construction Keynotes
1 ROOFING ON COVER BOARD ON ROOF INSULATION.
Construction General Notes1. CONTRACTOR SHALL TAPE CHARCOAL FILTER ROLLS OVER AIR INTAKES AND SHUT OFF
FRESH AIR INTAKES ON HVAC UNITS DURING ROOFING INSTALLATION.
2. PROVIDE CONDUIT WHERE CABLE PENETRATION OCCURS.
3. AT ELECTRICAL BOXES, INSTALL TERMINATION BAR AROUND BOX AND THROUGH
MEMBRANE WITH BUTYL TAPE BACKER BETWEEN WALL AND MEMBRANE PER
MANUFACTURER'S RECOMMENDATIONS. THREE-COURSE OVER TERMINATION BAR
WITH MANUFACTURER'S RECOMMENDED MASTIC AND FIBERGLASS MESH. ONCE
CURED, COAT WITH MANUFACTURER'S RECOMMENDED POLYURETHANE COATING.
4. FLOOD COAT A 4-FOOT BY 6-FOOT AREA AROUND ALL DRAINS, SCUPPERS,
WATERWAYS, AND A 3-FOOT WIDE AREA AROUND ROOF HATCHES WITH WHITE,
SINGLE COMPONENT, POLYUREA WITH BRIGHT WHITE GRANULES AS RECOMMENDED
BY ROOFING MANUFACTURER. FLOOD COAT LOW PONDING AREAS IF DISCOVERED.
5. REMOVE ALL WOOD AND PVC BLOCKS SUPPORTING PIPING/CONDUIT AND REPLACE
WITH C-PORT RUBBER ROOF PIPE SUPPORTS OR APPROVED COMPARABLE PRODUCT.
PROVIDE SLIP SHEET UNDER ALL EXISTING AND NEW RUBBER SUPPORTS. EXTEND SLIP
SHEET 1/2" BEYOND SUPPORT.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF DRAINS AND DOWNSPOUTS TO
BE IN WORKING CONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINAL
INSPECTION.
2
3
4 PARAPET COPING CAP.
CRICKET - SLOPE 1:12 MIN.
4" CANT STRIP.
5 PROVIDE CONCRETE SPLASH BLOCK ON SLIP SHEET AT (E) SCUPPER/DOWNSPOUT.
6 REPLACE SCUPPER SCREEN.
7 PRIME AND PAINT (E) CONDUCTOR HEAD AND DOWNSPOUT.
01/8'' =1'-0" 8' 24'
Roof Plan
8 PROVIDE CURB UNDER (E) MINI-SPLIT CONDENSER. REPOSITION LINE SETS AND
PROVIDE NEW WEATHERHOOD.
9 PROVIDE WOOD NAILER TO RAISE (E) ROOF HATCH FOR PROPER FLASHING.
10 REMOVE AND REINSTALL ANTENNA TO FACILITATE WALL FLASHING.
11 INFILL (E) OPENING WITH STEEL DECKING. EXTEND STEEL DECKING 6" BEYOND
OPENING, ATTACH WITH SCREWS AT EACH LOWER FLUTE.
12 RAISE CONDUIT AS REQUIRED TO FACILITATE COPING REPLACEMENT.
Roof Plan
13 CUT 4"X4" OVERFLOW INTO (E) CONDUCTOR HEAD.
14 RELOCATE (E) WALL MOUNTED CONDUIT TO ROOF AND PROVIDE RUBBER
SUPPORTS. COORDINATE WITH OWNER.
15 PROVIDE TAPERED EDGE STRIP LAST 1'-0" AROUND SCUPPERS.
Symbol Legend
PLUMBING STACK
HEAT STACK
EXHAUST
AIR CONDITIONING UNITAC
CONDUIT/PIPE PENETRATION
ROOF HATCH
FLOOD COAT
ROOF MOUNTED CONDUIT/PIPING
SC
KDB
4" MIN.
4" MIN.
HPR MODIFIED MEMBRANEFLASHING PLY 9" MIN. ON FIELD
BASE FLASHING PLY 6" MIN. ONFIELD
HPR MODIFIED MEMBRANE
BASE PLY
TEMPERATURE APPROPRIATEELASTOMERIC SEALANT
ROOF INSULATION
POLYETHER SEALANT
STORM COLLARSET IN MASTIC,PRIME FLANGE
UMBRELLA
DRAWBAND ORWELD UMBRELLATO STACK
(E) HEAT STACK
POLYETHER SEALANT
(E) DECK
SET METAL FLANGE IN ROOF CEMENTAND PRIME PRIOR TO STRIPPING
60MIL THERMOPLASTIC FB MEMBRANE 9"MIN. ON FIELD
BASE FLASHING PLY 6" MIN. ON FIELD
HPR MODIFIED MEMBRANE, EXTENDTHROUGH SCUPPER BASE
BASE PLY
ROOF INSULATION, TAPERED EDGESTRIP LAST 1'-0" AROUND SCUPPER
BASE FLASHING PLY 6" MIN. ON FIELD
ROOF INSULATION
HPR MODIFIEDMEMBRANE
BASE PLY
FASTENER WITH NEOPRENE WASHER
(E) ROOF HATCH
INTEGRAL CAP FLASHING
CONTINUOUS BUTYL TAPE
60MIL THERMOPLASTIC FB MEMBRANE9" MIN. ON FIELD
3 COURSE APPLICATIONOF KEE APPROVEDMASTIC
CANT FASTENEDTO NAILER
8"
MIN
.
POLYETHER SEALANT
TERMINATION BAR FASTENED 8" O.C.
(E) METAL EXHAUST FANCOVER
FLASHING FASTENED
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ONFIELD
BASE FLASHING PLY 6"MIN. ON FIELD
CANT STRIP
3 COURSE APPLICATIONOF KEE APPROVED MASTIC
8"
MIN
.
BASE PLY
HPR MODIFIEDMEMBRANE
ROOF INSULATION
COVER BOARD
ROOF INSULATION
BASE PLY
POLYETHER SEALANT
POLYETHER SEALANT
HPR MODIFIEDMEMBRANE
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON FIELD
3 COURSEAPPLICATION OF KEEAPPROVED MASTIC
COUNTERFLASHINGFASTENED 8" O.C. THROUGHBUTYL TAPE
TERMINATION BAR FASTENED8" O.C. THROUGH BUTYLTAPE
BASE FLASHING PLY 6"MIN. ON FIELD
8"
MIN
(E) MOUNTINGCURB
CONTINUOUS SEALINGMATERIAL ON PERIMETER
REPLACE SHEET METAL CURBCAP WHERE REQUIRED
(E) WOOD NAILER
COUNTERFLASHING
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ONFIELD
BASE FLASHING PLY 6" MIN.ON FIELD
3 COURSE APPLICATION OFKEE APPROVED MASTIC
BASE PLY
HPR MODIFIEDMEMBRANE
ROOF INSULATION
COVER BOARD
2"
8"
MIN
.
HPR MODIFIED MEMBRANEWITH A REFLECTIVECOATING
HOT ROOFING ASPHALT
BASE PLY
(E) DECK
COVER BOARD
ROOF INSULATION
NOTE:ALL PLIES SET IN HOT ROOFING ASPHALT, SEESPECIFICATIONS FOR SURFACE COATING
SET LEAD FLANGE INMASTIC, PRIME FLANGEBEFORE STRIPPING
BASE PLY
(E) PLUMBING VENT STACK
ROOF INSULATION
ROLL DOWN LEAD FLASHING 1" MINDOWN INTO PIPE
POLYETHER SEALANT
HPR MODIFIEDMEMBRANE
HPR MODIFIED MEMBRANEFLASHING PLY 12" MIN. ONFIELD
BASE FLASHING PLY 8" MIN.ON FIELD
5"
12"
MIN
.
3 COURSEAPPLICATION OF KEEAPPROVED MASTIC
BASE PLY
BASE FLASHING PLY 6" MIN. ON FIELD
HPR MODIFIED MEMBRANE
COPING COVER
6" CONCEALED SPLICE PLATE @EACH JOINT
16 GA ANCHOR CHAIR
(4) FASTENERS PER ANCHOR CHAIR
EXTEND PLIES OVER BLOCKINGFASTEN 8" O.C.
60MIL THERMOPLASTIC FB MEMBRANE 9"MIN. ON FIELD
ROOF INSULATION
4"
4 1
/2"
WOOD BLOCKING
CANT STRIP
(E) CONDUIT/PIPE PENETRATION
MASK TARGET AREA ON ROOFMEMBRANE WITH TAPE
CLEAN ALL NON-POUROUSAREAS WITH ISOPROPYLALCOHOL
APPLY 32 WET MIL BASE COATOF FLASH OVER MASKED AREA
EMBED GRIP POLYESTER FIRMINTO BASE COAT; APPLY TOPCOAT OVER FABRICEXTENDING 2" PAST SCRIM INALL DIRECTIONS
APPLY MINERALS IMMEDIATELYOR ALLOW FLASH TO CURE15-30 DAYS, THEN INSTALLREFLECTIVE COATING
NOTE:ENSURE TOTAL TARGET AREAOF FLASHING IS NO LESSTHAN 16" X 16"
6"
MIN
.
CANT STRIP
(E) CONDUCTOR HEAD
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE
WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
REVISION SCHEDULE:
MAY 2019
17.14.39
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
D at e S i gn e d .A.. SU.
. . . . . ... ... . . .. . .
RF
I
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I
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EC TA C
TICRARETSIGER
ET
EDH
NO .76 0 5
REGISTRATION EXPIRATION DATE: 3/31/2020
05
/
3
1
/
1
9
Roof Details
Scale : 1-1/2" = 1'-0"
Coping Cap
0 8" 2'
1
Scale : 1-1/2" = 1'-0"
Exhaust Detail
0 8" 2'
2
Scale : 1-1/2" = 1'-0"
Surface Mtd. Counterflashing
0 8" 2'
3
Scale : 1-1/2" = 1'-0"
Pipe Penetration
0 8" 2'
4
Scale : 1-1/2" = 1'-0" 0 8" 2'
5
A2.1A1.1
Plumbing StackA2.1A1.1A2.1A1.1A2.1A1.1A2.1A1.1
Scale : 1-1/2" = 1'-0"
Roof Hatch
0 8" 2'
6
Scale : 1-1/2" = 1'-0"
Through Wall Scupper
0 8" 2'
7
Scale : 1-1/2" = 1'-0"
HVAC Curb
0 8" 2'
8
Scale : 1-1/2" = 1'-0"
Heat Stack
0 8" 2'
9
Scale : 1-1/2" = 1'-0" 0 8" 2'
10
A2.1A1.1
Typical Section Coated FinishA2.1A1.1A2.1A1.1A2.1A1.1A2.1A1.1
SC
KDB