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Amph
ithea
ter Pu
blic S
choo
lsRil
lito Ce
nter
Roof
Rep
lace
men
t
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:
FEBRUARY 2020
17.14.44
# 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
02
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1
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RILLITO CENTERROOF REPLACEMENTAmphitheater Public Schools
February 2020100% Construction Documents
Job No. 17.14.44
Cover Sheet
SC
KDB
Amph
ithea
ter Pu
blic S
choo
lsRil
lito Ce
nter
Roof
Rep
lace
men
t
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:
FEBRUARY 2020
17.14.44
# 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
I
TE
I
C
EC TA C
TICRARETSIGER
ET
EDH
NO .76 0 5
REGISTRATION EXPIRATION DATE: 3/31/2020
02
/
1
0
/
2
0
GeneralInformation
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
G1.0 COVER SHEET
G2.0 GENERAL INFORMATION
NUMBERSHEET
PROJECT TEAM
ARCHITECTURAL
AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705
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
Owner
RILLITO CENTER255 E. PASTIME ROADTUCSON, AZ 85705
Project Address TITLESHEET
N.T.S.
Campus Map
N.T.S.
Location Map
C.BD. CEMENT BOARD
INSIDE DIAMETERI.D.
CULTURED MARBLECM.
C
SITE
1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE
(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
INDEXSYMBOLS LEGEND
APPLICABLE CODES
OWNER FURNISHEDOWNER INSTALLED
O.F.O.I.
REINFORCED CONCRETE
A1.1 DEMOLITION ROOF PLAN
Architect
BRECKENRIDGE GROUP, INC.
1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85719
SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944
Contractor
TBD
RICHARD C. LANASACONSTRUCTION PROJECT MANAGERAMPHITHEATER PUBLIC SCHOOLS520.696.5153
Owner Contact
AREA OF WORK
E ROGER RD
E PASTIME RD
E PRINCE RD
N S
TON
E A
VE
N 4
TH A
VE
N 1
ST
AV
E
A2.1 ROOF PLAN
A3.1 ROOF DETAILS
SLOPE
SLOPE
SLOPE
SLOPE
SLO
PE SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLOPE
1
TYP.
2
TYP.
3
TYP.
5
5
5
5
5
5
TYP.
6
TYP.
6
TYP.
6
TYP.
6
TYP.
6
TYP.
7
8
4
TYP.
Amph
ithea
ter Pu
blic S
choo
lsRil
lito Ce
nter
Roof
Rep
lace
men
t
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:
FEBRUARY 2020
17.14.44
# 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
02
/
1
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/
2
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01'' =10'-0" 10' 30'
Demolition Roof Plan
DemolitionRoof Plan
SC
KDB
Demolition Keynotes
Demolition General Notes
REMOVE CANT STRIP.
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. REMOVE ROOFING DOWN TO STRUCTURAL DECK U.N.O.
8. ALL ROOF EDGE FLASHING, BASE FLASHING, COUNTER FLASHING, AND ROOFPENETRATION FLASHING 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.
REMOVE PARAPET COPING.
1
2
3
REMOVE ABANDONED ROOF CURB.
4
5
6
REMOVE ROOFING TO STRUCTURAL DECK.
REMOVE CHEMCURB AND CUT ABANDONED CONDUIT/PIPING AND CAP BELOW
ROOF.
7 REMOVE CHEMCURB.
8 REMOVE AND REINSTALL (E) GUTTER AS REQUIRED FOR NEW WORK.
SLOPE
SLOPE
SLOPE
SLOPE
SLO
PE SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLOPE
1 & 2
A2.1 A3.1
TYP.
1
TYP.
2
TYP.
3
TYP.
4
4
4
4
4
9
A2.1 A3.1
TYP.
7
A2.1 A3.1
TYP.
5
A2.1 A3.1
TYP.
4
A2.1 A3.1
TYP.
12
A2.1 A3.1
TYP.
6
A2.1 A3.1
TYP.
10
A2.1 A3.1
11
A2.1 A3.1
TYP.
13
A2.1 A3.1
5
6
TYP.
7
7
8
4
4
4
8
A2.1 A3.1
4'-6"
8'-7"
2'-11"
2
TYP.
Amph
ithea
ter Pu
blic S
choo
lsRil
lito Ce
nter
Roof
Rep
lace
men
t
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:
FEBRUARY 2020
17.14.44
# 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
02
/
1
0
/
2
0
01" = 10'-0" 10' 30'
Roof Plan
Roof Plan
SC
KDB
Construction Keynotes
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. FLOOD COAT A 4-FOOT BY 6-FOOT AREA AROUND ALL DRAINS WITH WHITE, SINGLECOMPONENT, POLYUREA WITH BRIGHT WHITE GRANULES AS RECOMMENDED BYROOFING MANUFACTURER. FLOOD COAT LOW PONDING AREAS IF DISCOVERED.
4. REMOVE ALL WOOD AND PVC BLOCKS SUPPORTING DUCTWORK AND
PIPING/CONDUIT. ALL DUCTWORK AND PIPING/CONDUIT ON ROOF SHALL BE
SUPPORTED USING FACTORY FABRICATED ASSEMBLIES OF SOLID BASEPOLYCARBONATE, HIGH DENSITY POLYPROPYLENE PLASTIC, RECYCLED TIRE RUBBER,GALVANIZED, OR STAINLESS STEEL. SUPPORT ASSEMBLIES SHALL BE VERTICALLYADJUSTABLE TO ACCOMMODATE SLOPE AND REQUIREMENTS OF THE PROJECT.COORDINATE WITH MANUFACTURER'S REPRESENTATIVE FOR SELECTIONS. FIELD VERIFYPIPING MATERIALS, SIZES, DUTY, LOCATIONS, AND ROOF TYPE. PROVIDELOOSE-FITTING PIPE CLAMPS AT EACH PIPE SUPPORT; CLAMPS SHALL NOT RESTRICT
MOVEMENT OF PIPING APPROVED MANUFACTURERS: C-PORT/MIFAB (MIFAB.COM),
MAPA (MAPAPRODUCTS.COM) , MIRO (MIROIND.COM), PPH(PORTABLEPIPEHANGERS.COM). WOOD SUPPORTS, ERICO "PIPE PIER" OR SIMILARFOAM CONSTRUCTION SUPPORTS, ARE NOT ACCEPTABLE. PROVIDE SLIP SHEET UNDER
ALL EXISTING AND NEW SUPPORTS. EXTEND SLIP SHEET 1/2" BEYOND SUPPORTS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF DRAINS AND DOWNSPOUTS TOBE IN WORKING CONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINALINSPECTION.
1 ROOFING ON COVER BOARD ON ROOF INSULATION.
2
3
4
CRICKET - SLOPE 1/2" IN 12" MIN.
4" CANT STRIP.
INFILL (E) OPENING W/ 1/2" PLYWOOD ROOF SHEATHING TO MATCH (E)
SHEATHING ON 2x8 WOOD JOISTS @ 16" O.C. PERPENDICULAR TO ROOF
STRUCTURE. PROVIDE 2x8 BLOCKING W/ JOIST HANGERS AROUND (E) OPENING.
5 REPLACE (E) SEALTITE CONDUIT.
6 PROVIDE WOOD NAILER TO RAISE (E) SKYLIGHT FOR PROPER FLASHING.
7 REPLACE (E) VENT TOP AND RAISE FOR PROPER FLASHING.
8 REPLACE (E) WHIRLYBIRD.
Symbol Legend
PLUMBING STACK
HEAT STACK
EXHAUST
PASSIVE VENT/AIR INTAKE
AIR CONDITIONING UNITAC
CONDUIT/PIPE PENETRATION
ROOF DRAIN/OVERFLOW
FLOOD COAT
SKYLIGHT
ROOF MOUNTED CONDUIT/PIPING
HPR MODIFIED MEMBRANEWITH A REFLECTIVECOATING
HOT ROOFING ASPHALT
BASE PLY
(E) DECK
COVER BOARD
NOTE:ALL PLIES SET IN HOT ROOFING ASPHALT, SEESPECIFICATIONS FOR SURFACE COATING
SLOPE = 1/2:12
(E) OVERFLOW
(E) ROOF DRAIN
COVER BOARD
(E) DECK
INSULATION, FIT TIGHT TO DRAIN
HPR MODIFIED ROOF MEMBRANE
BASE PLY
SOFT METAL FLASHING (30" MIN.) SET INMASTIC, WRAPPED DOWN 2" MIN., PRIMETOP SURFACE
CAP FLASHING PLY 9" MIN. ONFIELD
BASE FLASHING PLY 6" MIN. ONFIELD
(E) MOUNTINGCURB(E) MOUNTINGCURB
2 1
/4"
8"
MIN
.
8"
MIN
.
(E) METAL EXHAUST FANCOVER
FLASHING FASTENED 8"O.C.
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON
FIELD
BASE PLASHING PLY 6"MIN. ON FIELD
CANT STRIP
3 COURSEAPPLICATION OF KEE
APPROVED MASTIC
8"
MIN
.
SET SOFT METAL FLANGE INMASTIC, PRIME FLANGEBEFORE STRIPPING
BASE PLY
(E) PLUMBING VENT STACKROLL DOWN LEAD FLASHING 1" MINDOWN INTO PIPE
POLYETHER SEALANT
HPR MODIFIEDMEMBRANE
HPR MODIFIED MEMBRANEFLASHING PLY 9" MIN. ONFIELD
BASE FLASHING PLY 6" MIN.ON FIELD
5"
4" MIN12"
MIN
.
TEMPERATURE APPROPRIATEELASTOMERIC SEALANT
STORM COLLARSET IN MASTIC,PRIME FLANGE
UMBRELLA
DRAWBAND ORWELD UMBRELLATO STACK
(E) HEAT STACK
(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
.
METAL COUNTERFLASHING FASTENED 8"O.C. WITH NEOPRENE WASHERS
(E) SKYLIGHT
ROOF INSULATION
60MIL THERMOPLASTIC FB MEMBRANE9" MIN. ON FIELD
BASE FLASHING PLY 6" MIN. ON FIELD
CANT STRIP
(E) WOOD NAILER
3 COURSEAPPLICATION OF KEE APPROVEDMASTIC
(E) PASSIVE VENT/AIRINTAKE
FLASHING FASTENED 8"O.C.
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON
FIELD
BASE PLASHING PLY 6"MIN. ON FIELD
CANT STRIP
3 COURSEAPPLICATION OF KEE
APPROVED MASTIC
CONTINUOUS SEALINGMATERIAL ON PERIMETER
REPLACE SHEET METAL CURBCAP WHERE REQUIRED
(E) WOOD NAILER
COUNTERFLASHING
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON
FIELD
BASE PLASHING PLY 6"MIN. ON FIELD
CANT STRIP
3 COURSEAPPLICATION OF KEE
APPROVED MASTIC
BASE PLY
COVER BOARD
CONTINUOUS CLEAT FASTENED6" O.C.
WOOD BLOCKING
EXTEND MEMBRANE OVERBLOCKING, FASTEN 8" O.C.
(E) DECK
2"
MIN
HPR MODIFIED MEMBRANEFLASHING
BASE FLASHING PLY 6" MIN. ONFIELD
METAL EDGE SET INROOF CEMENT NAILED 3" O.C.
STAGGERED, PRIME METALFLANGE PRIOR TO STRIPPING
4" MIN.
POLYETHER SEALANT
1/4"
ROOF INSULATION
COPING COVER
6" CONCEALED SPLICE PLATE @EACH JOINT
16 GA ANCHOR CHAIR
(4) FASTENERS PER ANCHOR CHAIR
EXTEND FLASHING PLIES OVERBLOCKING FASTEN 8" O.C.
MA
TCH
(E)
WOOD BLOCKING
(E) FASCIA
COVER BOARD
WOOD BLOCKING
(E) DECK2"
MIN
HPR MODIFIED MEMBRANEFLASHING
BASE FLASHING PLY 6" MIN. ONFIELD
METAL EDGE SET INROOF CEMENT NAILED 3" O.C.
STAGGERED, PRIME METALFLANGE PRIOR TO STRIPPING
4" MIN.
POLYETHER SEALANT
1/4"
ROOF INSULATION
BASE FLASHING PLY 6" MIN.ON FIELD
TERMINATION BAR FASTENED 8"O.C. THROUGH BUTYL TAPE
EXTEND MEMBRANE OVERBLOCKING, SET METAL IN ROOFCEMENT AND FASTEN 8" O.C.
POLYETHER SEALANT
60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON FIELD
8"
MIN
.
FASTENERS 24" O.C.
SHEET METAL FLASHING
MEMBRANE SHEET CLOSURESECURED AND ADHERED TOWALL
COUNTERFLASHING ANCHORED8" O.C.
FASTENERS 8" O.C.
THERMOPLASTIC MEMBRANEFLASHING PLY, 9" MIN. ON FIELD
BASE FLASHING PLY, 6" MIN. ONFIELD
HPR MODIFIED MEMBRANE
BASE PLY
3 COURSE APPLICATION OF KEEAPPROVED MASTIC
CANT STRIP
BASE PLY
4" MIN
POLYETHER SEALANT
DRAWBAND ORWELD UMBRELLATO STACK
WATERTIGHT SHEET METALRAIN COLLAROVERLAPPING SOFTMETAL JACK
SPLIT SOFT METAL ROOF JACK
SET SOFT METAL FLANGE INMASTIC, PRIME FLANGEBEFORE STRIPPING
HPR MODIFIED MEMBRANEFLASHING PLY 9" MIN. ONFIELD
(E) SINGLE-PLY ROOFINGMEMBRANE
BASE FLASHING PLY 6" MIN.ON FIELD
HPR MODIFIED MEMBRANE
(E) PIPE PENETRATION
4" MIN.
MA
TCH
(E)
THERMOPLASTIC FB MEMBRANE
BASE FLASHING PLY
CANT STRIP
(E) DECK
Amph
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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:
FEBRUARY 2020
17.14.44
# 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
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EC TA C
TICRARETSIGER
ET
EDH
NO .76 0 5
REGISTRATION EXPIRATION DATE: 3/31/2020
02
/
1
0
/
2
0
Details
01-1/2'' =1'-0'' 6'' 2'
Coping Cap1
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Passive Vent/Air Intake4
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Equipment Curb3
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Exhaust Fan5
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Plumbing Stack9
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Heat Stack10
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Pipe Penetration7
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Roof Drain/Overflow11
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Skylight6
A2.1 A3.1
SC
KDB
01-1/2'' =1'-0'' 6'' 2'
Typical Section14
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Metal Roof Edge12
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Metal Roof Edge13
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Base Flashing at Expansion2
A2.1 A3.1
01-1/2'' =1'-0'' 6'' 2'
Pipe Penetration8
A2.1 A3.1