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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

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RILLITO CENTERROOF REPLACEMENTAmphitheater Public Schools

February 2020100% Construction Documents

Job No. 17.14.44

Cover Sheet

SC

KDB

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 eS i gn e d .A.. SU.

. . .. . ... ... . . .. . .

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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.

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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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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

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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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NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

02

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1

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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

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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

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

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