multipurpose building roof replacement · multipurpose building roof replacement. project no: date:...

CORONADO K-8 SCHOOLMULTIPURPOSE BUILDING ROOF REPLACEMENT

Amphitheater Public Schools

100% Construction DocumentsMay 2019

Job No. 17.14.39

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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

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REGISTRATION EXPIRATION DATE: 3/31/2020

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Cover Sheet

SC

KDB

AutoCAD SHX Text

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AutoCAD SHX Text

G1.0

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.

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O.D.O.C.

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N.T.S.

MTD.

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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.

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INS.INT.

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ICC.

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HWR

H.P.

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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

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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.

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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.

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REC.

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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

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PTD.

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PLYWD.

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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

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.39


DRAWN BY:

CHECKED BY:


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General Information

N. B

OW

MA

N R

D.

N. O

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CLE

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D.

N. LA

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D

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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

AutoCAD SHX Text

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G2.0

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.

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REVISION SCHEDULE:

MAY 2019

17.14.39


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CHECKED BY:


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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

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A1.0

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

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.39


DRAWN BY:

CHECKED BY:


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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

AutoCAD SHX Text

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A1.1

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


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


ROOF INSULATION

COVER BOARD

ROOF INSULATION

BASE PLY

POLYETHER SEALANT

POLYETHER SEALANT


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


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 MODIFIED MEMBRANEFLASHING PLY 12" MIN. ONFIELD

BASE FLASHING PLY 8" MIN.ON FIELD

5"

12"

MIN

.

3 COURSEAPPLICATION OF KEEAPPROVED MASTIC

BASE PLY


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:





REVISION SCHEDULE:

MAY 2019

17.14.39


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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TICRARETSIGER

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NO .76 0 5


05

/

3

1

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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

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.1