CANYON DEL ORO HIGH SCHOOL - Amphitheater Public Schools · pvc plywd. ptn. pr. pt proj. pnl. pl...

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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

17.14.12

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

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CANYON DEL ORO HIGH SCHOOLROOF REPLACEMENT - PHASE 1

Amphitheater Public Schools

May 2019100% Construction Documents

Job No. 17.14.12

Cover Sheet

SC

KDB

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

G1.0

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EXTERIOREXT.

WITHWATER CLOSET

VENT THRU ROOFVERTICAL

WEIGHT

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OVER OR ON

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OPPOSITEOPENING

OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER

NOT TO SCALENUMBER

CONTRACTOR INSTALLED

MEMBRANE

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PLATE GLASS

PERPENDICULAR

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PLASTIC LAMINATE

PANELPAIR

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PARTITION

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PHASEPAINTED

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QUARRY TILE

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RECEPTACLEROOF DRAIN

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SPECIFICATIONSSHEET METAL

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STEELSTRUCTURAL

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STORAGE

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TYPICAL

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UNLESS NOTED OTHERWISE

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SPECS.

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AGGREGATE BASE COURSE

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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

CANYON DEL ORO HIGH SCHOOL25 W CALLE CONCORDIAORO VALLEY, AZ 85704

Project Address TITLESHEET

N.T.S.

Campus Map

N.T.S.

Location Map

C.BD. CEMENT BOARD

INSIDE DIAMETERI.D.

CULTURED MARBLECM.

THISPROJECT

C

INDEXSYMBOLS LEGEND

APPLICABLE CODES

OWNER FURNISHEDOWNER INSTALLED

O.F.O.I.

REINFORCED CONCRETE

ArchitectBRECKENRIDGE GROUP, INC.

1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85719

SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944

Contractor

AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705

Owner

Owner ContactRICHARD C. LANASACONSTRUCTION PROJECT MANAGERAMPHITHEATER PUBLIC SCHOOLS520.696.5153

1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE

(IBC).

ARCHITECTURAL

G1.0G2.0G3.0

A2.1A2.2A2.3A2.4A2.5A2.6A2.7A2.8A2.9A2.10A3.1A3.2A3.3

COVER SHEETGENERAL INFORMATIONCAMPUS PLAN

ROOF PLAN DROOF PLAN EROOF PLAN JROOF PLAN JEROOF PLAN JWROOF PLAN KROOF PLAN MROOF PLAN NROOF PLAN SROOF PLAN TROOF DETAILSROOF DETAILSROOF DETAILS

THIS PROJECT

CALLE CONCORDIA

HARDY ROAD

LAMBERT LANE

MAGEE ROAD

LA C

AN

AD

A D

R.

LA C

HO

LLA

BLV

D

NO

RTH

ERN

AV

E.

ORA

CLE

RO

AD

TBD

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General Information

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

REFERENCED

CONDITION IS

SHEET ON WHICH DETAIL IS DRAWN

IDENTIFICATION

NorthPlan

SC

KDB

AutoCAD SHX Text

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DRAWN BY:

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G2.0

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

XX X X

X X

X

X

X

X

X XX X X X X X X

XX

XX

XX

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X

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JW J JE

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FR

A2.2

A2.4A2.3A2.5

A2.6

A2.7

A2.10

A2.8

A2.9

A2.1

W. CALLE CONCORDIA

N.T.S.

Campus Plan

PHASE 1

PHASE 1

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REVISION SCHEDULE:

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Campus Plan

SC

KDB

Key

NEW WORK, REFER TO INDIVIDUAL SHEETS FOR SCOPE OF WORK.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

G3.0

5

A3.3

7

A3.21

3

RIDGE

SLO

PE

SLO

PE

5

A3.3

12

A3.1

5

A3.2

12

A3.1

6

12

A3.1

7

TYP

TYP

TYP

TYP

TYP

SIM

4

4

11

A3.2

11

12

10 9

8

3'-1

0"

27'-6"

12

A3.2TYP.

12

A3.2TYP.

5

13

15

A3.2

22

8

A3.3

Construction KeynotesConstruction General Notes

01/8'' =1'-0" 8' 24'

Roof Plan D

1. BUILDING AND SITE WILL BE OCCUPIED DURING CONSTRUCTION.

2. (E) CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL(E) CONDITIONS.

3. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOTTO BE REMOVED FROM INJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'SOPERATION. CONTRACTOR SHALL REPLACE DAMAGED IMPROVEMENTS ANDUTILITIES IN KIND.

4. ALL SURFACES THAT AN (E) ITEM IS REMOVED FROM SHALL BE PATCHED ANDREPAIRED TO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILLBE ALTERED OR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEETCONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITHMATERIALS TO MATCH (E) U.N.O.

5. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDINGAREAS CLEAN AT THE END OF EACH WORK DAY. SURROUNDING AREAS NOTINCLUDED IN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUSTAND DEBRIS.

6. ALL ROOFING TO BE REMOVED AND REPLACED.

7. FOLLOWING THE REMOVAL OF EXISTING ROOFING MATERIAL, THE CONTRACTORSHALL PERFORM A GENERAL CONDITION SITE INSPECTION. NOTIFY ARCHITECT OFCONDITIONS.

8. CONTRACTOR SHALL TAPE CHARCOAL FILTER ROLLS OVER AIR INTAKES AND SHUTOFF FRESH AIR INTAKES ON HVAC UNITS DURING ROOFING INSTALLATION.

9. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, ROOFPENETRATION FLASHING, AND PARAPET SCUPPERS TO BE REMOVED AND REPLACEDU.N.O.

10. PROVIDE CONDUIT WHERE CABLE PENETRATION OCCURS.

11. REMOVE EXISTING PITCH POCKETS. PROVIDE LIQUID FLASHING MEMBRANE AT ALL

PIPE/CONDUIT PENETRATIONS U.N.O.

12. FLOOD COAT A 4-FOOT BY 6-FOOT AREA AROUND ALL DRAINS, SCUPPERS, ANDWATERWAYS, AND 3-FOOT WIDE AREA AROUND ROOF HATCHES WITH WHITE,SINGLE COMPONENT, POLYUREA WITH BRIGHT WHITE GRANULES ASRECOMMENDED BY ROOFING MANUFACTURER; COAT LOW PONDING AREAS IFDISCOVERED.

13. REMOVE ALL SHEET METAL, WOOD, AND PVC BLOCKS SUPPORTING PIPING ANDREPLACE WITH C-PORT RUBBER ROOF PIPE SUPPORTS OR APPROVED COMPARABLEPRODUCT. PROVIDE SLIP SHEET UNDER ALL (E) AND NEW RUBBER SUPPORTS; EXTEND

SLIP SHEET 1/2" BEYOND SUPPORT.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOWNSPOUTS TO BE IN WORKINGCONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINAL INSPECTION.

1 ROOFING ON COVER BOARD ON ROOF INSULATION.

2

3

4 REPLACE MISSING BRICK AT COPING.

5 PROVIDE HEAT STACK COVER.

CRICKET - 1:12 SLOPE MIN.

4" CANT STRIP.

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6 RAISE (E) CURB AS REQUIRED TO ALLOW FOR PROPER FLASHING.

7 TAPERED INSULATION WITH 1/2" PER 1'-0" SLOPE.

Roof Plan D

8 PROVIDE RUBBER SUPPORT AND SLIP SHEET UNDER EACH DUCT LEG.

9 GUTTER.

10 DOWNSPOUT, SEE DETAIL 19/A3.1.

11 REPLACE HEAT STACK COVER.

12 REMOVE VENT AND CAP BELOW ROOF.

QS

KDB

PLUMBING STACK

HEAT STACK

EXHAUST

PASSIVE VENT/AIR INTAKE

AIR CONDITIONING UNITAC

EVAPORATIVE COOLING UNITEC

CONDUIT/PIPE PENETRATION

ROOF HATCH

ROOF DRAIN (OVERFLOW WHERE OCCURS)

FLOOD COAT

Symbol Legend

13 PROVIDE SLIP SHEET UNDER (E) UNIT SUPPORTS.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.1

AC

AC

AC

AC

AC

AC

AC

AC

AC

5

A3.2

TYP

10

A3.2

1

2

2

2

3 4

8

7

7

SLOPESLOPE

RID

GE

SLOPESLOPE

RID

GE

7

A3.2

3

A3.1

12

A3.2

14

A3.2

TYP

12

A3.2

TYP

TYP

TYP

11

A3.2

TYP TYP

TYP

6

10'-4"

9'-3"

9'-7"

11'-5"

8'-7"

7'-4"

4'-0"

3'-8"

11'-4"

TYP

10

10

TYP

TYP

TYP

6

A3.2

12

A3.2TYP.

11TYP

11TYP

2

5

9

8

A3.2

3'-0"

3'-0

"

12

Construction General Notes

01/8'' =1'-0" 8' 24'

Roof Plan E

Construction Keynotes


2

3

4 PARAPET COPING CAP. SALVAGE COPPER TO OWNER.

5

6

7

REPLACE ROOF DRAIN.

PROVIDE SLIP SHEET UNDER (E) UNIT SUPPORTS.

PAINT (E) METAL SCREEN PANELS AND STEEL POSTS.


4" CANT STRIP.


2. (E) CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYALL (E) CONDITIONS.

3. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOTTO BE REMOVED FROM INJURY OR DAMAGE RESULTING FROM THECONTRACTOR'S OPERATION. CONTRACTOR SHALL REPLACE DAMAGEDIMPROVEMENTS AND UTILITIES IN KIND.

4. ALL SURFACES THAT AN (E) ITEM IS REMOVED FROM SHALL BE PATCHED ANDREPAIRED TO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACEWILL BE ALTERED OR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIRSHALL MEET CONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BEWITH MATERIALS TO MATCH (E) U.N.O.

5. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDINGAREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOTINCLUDED IN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUSTAND DEBRIS.



8. THE METAL ROOF DECK SHALL BE CLEANED OF ANY SURFACE CORROSION PRIORTO REROOFING. IN AREAS OF SEVERE CORROSION, STEEL DELAMINATION, OROTHER STRUCTURAL CONCERNS, THE CONTRACTOR SHALL CONTACT THEARCHITECT FOR REPAIR GUIDELINES. SUCH REPAIRS SHALL BE COMPLETED PRIORTO REROOFING.


10. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING,ROOF PENETRATION FLASHING, AND PARAPET SCUPPERS TO BE REMOVED ANDREPLACED U.N.O.





14. REMOVE ALL SHEET METAL, WOOD, AND PVC BLOCKS SUPPORTING PIPING ANDREPLACE WITH C-PORT RUBBER ROOF PIPE SUPPORTS OR APPROVEDCOMPARABLE PRODUCT. PROVIDE SLIP SHEET UNDER ALL (E) AND NEW RUBBER

SUPPORTS; EXTEND SLIP SHEET 1/2" BEYOND SUPPORT.

15. REMOVE ALL PLASTIC ROOF DRAIN DOMES AND PROVIDE CAST IRON ROOF DRAINDOMES AT ALL ROOF DRAINS AND OVERFLOWS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINS TO BE IN WORKINGCONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINAL INSPECTION.


8 SAND, PRIME, AND PAINT (E) ROOF HATCH.

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Roof Plan E

9 LIFT MECHANICAL UNIT, DEMO (E) CURB & REBUILD CURB SIZED TO MECHANICAL

UNIT.

10 REMOVE UMBRELLA AND LIQUID FLASH EQUIPMENT SUPPORT.

QS

KDB

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

11 RELOCATE JUNCTION BOX TO FIELD TO FACILITATE CURB FLASHING.

12 OWNER TO RAISE (E) GAS LINE TO FACILITATE ROOF REPLACEMENT.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.2

EC

EC

AC

AC

AC

EC

7

A3.3

9

15

A3.2

9

A3.2

6

A3.2

9

A3.2

5

A3.2

SLOPESLOPE

RID

GE

6

A3.3

7

11

8

7

7

11

1

5 11

A3.2

TYP

TYP

12

11

315

3

3

10 11

TYP

TYP

SLOPESLOPE

RID

GE

SLO

PE

SLO

PE

RIDGE

TYP

17'-6"

4

6

8'-9"

SLO

PE

TYP

13

12

A3.2TYP.

14

1414

8

A3.2

TYP

18

TYP

10

15

16

2

18

1717

17

14

14

17

17

01/8'' =1'-0" 8' 24'

Roof Plan J


1 ROOFING ON COVER BOARD ON ROOF INSULATION ON ASPHALT-COATED

FIBERGLASS MAT BASE SHEET.

2

3

4 PROVIDE RUBBER SUPPORTS AND SLIP SHEETS UNDER (E) COOLER STAND.

5 PROVIDE EXHAUST VENT COVER.


(E) GUTTER AND DOWNSPOUT TO REMAIN.

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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Roof Plan J

6

REMOVE AND REINSTALL FENCING TO FACILITATE ROOF REPLACEMENT.7

PROVIDE HEAT STACK COVER.

8 DOWNSPOUT, SEE DETAIL 19/A3.1.

9 (E) CANOPY TO REMAIN.


11 REPLACE CURB CAP.

12 PROVIDE FREEZE RESISTANT HOSE BIBB SPIGOT AT (E) HOSE BIBB.

13 REMOVE WOOD SUPPORTS UNDER EVAPORATIVE COOLER AND REPLACE WITH

COMPOSITE OR RUBBER SUPPORTS.

















14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOWNSPOUTS TO BE INWORKING CONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINALINSPECTION.

15. PAINT ALL (E) METAL ROOF FASCIA.

QS

KDBPLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

14 CUT ABANDONED CONDUIT AND CAP BELOW ROOF.

15 GUTTER.


17 REMOVE ABANDONED EQUIPMENT AND CURB. INFILL (E) OPENING WITH WOOD

DECKING TO MATCH (E) WOOD DECKING. NEW DECKING SHALL BEAR ON (E)

STRUCTURE AT TWO POINTS MIN.

18 CUT ABANDONED HOSE BIBB PIPE AND CAP BELOW ROOF.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.3

AC

AC

5

A3.2

6

A3.2

1

8

A3.3

4

12

A3.2

8

A3.2

6

A3.3

2

2

TYP

3

TYP

4

6

5

11

A3.2

SLO

PE

SLO

PE

RIDGE

MATCH SIDEWALK BELOW

9'-11" 14'-3"

3

7

TYP

8

TYP

7

A3.3

6

A3.2

TYP

9

10

12

A3.2TYP.

01/8'' =1'-0" 8' 24'

Roof Plan JE



2

3

4

GUTTER.5

(E) GUTTER AND DOWNSPOUT TO REMAIN.


REMOVE CONDUIT RISER SUPPORT AND LIQUID FLASH ROOF PENETRATION.


















15. PAINT ALL (E) METAL ROOF FASCIA.

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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Roof Plan JE

6 REPLACE VENT COVER.

7 REMOVE ABANDONED EQUIPMENT CURB. INFILL (E) OPENING WITH 3/4"

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.

8 CUT ABANDONED GAS PIPING AND CAP BELOW ROOF.

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend



AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.4

EC EC

EC

EC

EC

AC

EC

3

A3.1

5

A3.2

TYP

7

A3.2

15

A3.2

TYP

1

1

2

4

5

A2.11

2

A3.3

10

A3.2

9

A3.2

14

A3.1

8

A3.2

8

9TYP

9 TYP

3

3

6

TYP

TYP

TYP TYP

TYP

TYP

10

9

A3.2

3

A3.1

TYP

11

A3.2

7

TYP

TYP

SLO

PE

SLO

PE

RIDGE

2 TYP

5

7'-7

"

5'-9

"

6'-5

"

5'-9

"

7'-9

"

5'-9

" 9'-1

"

12

A3.2

TYP

12

A3.2

TYP

TYP

TYP

6

6

7

A3.2

6

6

11

4

TYP

12

13

3'-0"

3'-0

"


01/8'' =1'-0" 8' 24'

Roof Plan JW



2

3

4 PARAPET COPING CAP.

5

6

PROVIDE RUBBER SUPPORTS AND SLIP SHEETS UNDER (E) COOLER STAND.

REMOVE WOOD SUPPORTS UNDER (E) EVAPORATIVE COOLER AND PROVIDE

COMPOSITE OR RUBBER SUPPORTS.


4" CANT STRIP.

















7 POWER WASH, STRIP, AND PAINT (E) METAL WALL PANELS.

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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RF

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Roof Plan JW

8 SAND, PRIME, AND PAINT (E) ROOF HATCH.

9 PRIME AND PAINT (E) COLLECTOR BOX AND DOWNSPOUT.

10 REPLACE CURB CAP.

11 REPLACE SPLASH BLOCK.

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend



AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.5

1

A3.2

1

A3.2

10

A3.2

1

1

1

5

2

1

8

A3.2

5

A3.3

3

A3.1

14

A3.1

SIM

2

2

A3.1

5

A3.1

14

A3.1

14

A3.1

14

A3.1

6

A3.2

7

A3.2

5

A3.3

6

A3.2

12

A3.2

5

A3.2

3

A3.1

6

A3.2

14

A3.2

3

A3.1

4

4

4

4

4

4

3

3

3

3

3

3

1

3

A3.1

SIM

4

A3.1

5

8

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2 TYP

TYP

SIM

TYP

6

12

A3.2

1

5

A3.3

10

10

14

A3.1

13

A3.1

SIM

7

TYP

TYP

TYP

TYP

13'-10"

11'-7"

10'-1"

10'-10"

9'-1"

12'-11"

8'-5

"

6'-9

"

7'-6

"7

'-2

"

6'-4

"

7'-6

"

10

'-1

"

6'-0

"

8'-5

"

6'-1"

8'-10"

10'-4"

5'-0

"

6'-0

"

11

'-1

1"

14

'-9

"

15

'-1

"

11

A3.2

TYP TYP

TYP

TYP

TYP

TYP

1

1

TYP

HIGH LOW

HIGH

LOW

HIGH

LOW

14

A3.1LOW

1

TYP

9

TYP

SIM

1

TYP

10

'-1

"

6'-0

"

8'-5

"

9'-4

"

6'-0

"

5'-5

"

3'-3

"

TYP

TYP

8

11

13

14

1

15

A3.2

12

A3.2

TYP

SIM

SIM

12

11

A3.2

TYP

3'-0

" TY

P

3'-0" TYP

13


03/32'' =1'-0" 8' 32'

Roof Plan K



2

3


5 REPLACE DRAIN RING AT (E) ROOF DRAIN.


4" CANT STRIP.



















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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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Roof Plan K

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

7

8 RAISE EQUIPMENT CURB AS REQUIRED TO ALLOW FOR PROPER FLASHING.

INSTALL SURFACE MOUNTED COUNTER FLASHING BUTTED TO UNDERSIDE OF DECK

AND RE-SEAL DECK FLUES.

9 PROVIDE CAST IRON ROOF DRAIN DOME.

6 COAT ROOF SIDE OF MASONRY WALL W/ ELASTOMERIC COATING.

10 COORDINATE WITH OWNER TO TEMPORARILY RELOCATE ANTENNA AND CONDUIT

TO FACILITATE ROOF REPLACEMENT.

11 REPAIR ROOF HATCH TO LATCH.

12 PROVIDE PLYWOOD SHEATHING BELOW METAL PANEL TO ROOF DECK TO ALLOW

FOR FLASHING ATTACHMENT.



AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.6

10

A3.2

3

A3.1

6

A3.2

1

1

1

3

2

2

2

2

1

1

4

A3.3

8

A3.2

14

A3.2

5

A3.2

2

A3.3

7

A3.2

11

A3.2

6

A3.2

13

A3.2

5

A2.10

3

3

3

3

5

5

TYP

TYP

TYPTYP

TYP

TYP

TYP

TYP

TYPTYPTYP

TYP

TYP

4

13

A3.1

7'-6"

5'-7"

6'-8"

7'-6

"

5'-7

"

6'-8

"

TYP

7'-0"

6'-5"

6'-5"

8'-9"

7'-0

"

5'-6

"

6'-1

"

7'-6

"

5'-2

"

7'-4

"

2'-1"

SLO

PE

SLO

PE

RIDGE

TYP

SIM

TYP

TYP

12

A3.2

TYP

TYP

8

TYP

TYP

12

A3.2

TYP

7TYP

6

8

4

3'-0"

3'-0

"

01/8'' =1'-0" 8' 24'

Roof Plan M
















14. REMOVE ALL SHEET METAL, WOOD AND PVC BLOCKS SUPPORTING PIPING ANDREPLACE WITH C-PORT RUBBER ROOF PIPE SUPPORTS OR APPROVEDCOMPARABLE PRODUCT. PROVIDE SLIP SHEET UNDER ALL (E) AND NEW RUBBER






2

3


5

6

REMOVE AND REINSTALL (E) COPPER PARAPET COPING CAP.

PROVIDE SLIP SHEET UNDER (E) UNIT SUPPORTS.


4" CANT STRIP.

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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RF

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Roof Plan M

7 REPLACE CURB CAP.


PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.7

AC

AC

AC

10

A3.2

12

A3.1

1

A3.3

TYP

1

3

2

10

A3.3

10

A3.3

8

A3.2

9

A3.2

6

A3.2

5

A3.2

2

A3.2

12

A3.2

7

7

7

9

1

TYP

TYP

TYP

TYP

4

A3.3

TYP

5

TYP

6

TYP

TYP

TYP

10

TYP

TYP

TYP

7'-6

"

7'-6

"

7'-6

"

6'-3"

6'-3"

6'-3"

9

9

12

A3.2

8

3'-0"

3'-0

"

01/8'' =1'-0" 8' 24'

Roof Plan N




2

3

4 NOT USED.

5

6

PAINT (E) METAL SCREEN PANELS AND STEEL POSTS.

REPLACE MISSING BRICK AT COPING.


4" CANT STRIP.


















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1

PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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Roof Plan N

7 PROVIDE RUBBER SUPPORT AND SLIP SHEET AT EACH DUCT LEG.


9 RELOCATE JUNCTION BOX AND ELECTRICAL CONDUIT PENETRATION TO FIELD TO

FACILITATE ROOF REPLACEMENT.

10 REMOVE AND REINSTALL (E) ELECTRICAL DISCONNECT TO FACILITATE ROOF

REPLACEMENT. PROVIDE RUBBER SUPPORTS UNDER ELECTRICAL DISCONNECT,

LIQUID FLASH ROOF PENETRATIONS PER DETAIL 12/A3.2.

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.8

8

A3.3

12

A3.1

8

A3.3

1

3

3

3

2

TYP

8

A3.3

9

A3.1

7

A3.2

1

A3.2

13

A3.2

7

7

10

11 11

11

11

6

4

1

8

A3.2

TYP

11

A3.2

5 TYP

11

1010

12

A3.1

12

A3.1

TYP

TYP

SLOPESLOPE

RID

GE

9

TYP

12

TYP

TYP

13

TYP

TYPTYP

14

14

14 14

88

14

01/8'' =1'-0" 8' 24'

Roof Plan S





















2

3

4 REPOINT LOST MORTAR ON ROOF SIDE OF BRICK PARAPET WALL WITH EPOXY

MORTAR.

5

6

SEAL AND COAT (E) STUCCO WALL.

PRIME AND PAINT (E) DOWNSPOUT.


4" CANT STRIP. Amph

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men

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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Roof Plan S

7

8

PARAPET COPING CAP.

CUT ABANDONED CONDUIT AND CAP BELOW ROOF.

9 PROVIDE CAST IRON ROOF DRAIN DOME.

10 GUTTER.

11 DOWNSPOUT, SEE DETAIL 19, A3.1.

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend

12 REMOVE (E) ROOFTOP SCUPPER.


14 REMOVE ABANDONED EQUIPMENT AND CURB. INFILL (E) OPENING WITH 1/2" OR

3/4" 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.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.9

3

A3.1

10

A3.2

6

A3.2

TYP

1

2

2

TYP

2

TYP

TYP

3

4

A3.3

15

A3.2

13

A3.1

13

A3.2TYP

TYP

4

16

A3.1

TYP

TYP

11

A3.2

3

A3.3

TYP

5

3

A3.1

SLO

PE

SLO

PE

RIDGE

8'-1

1"

6'-3

"

7'-6

"

3'-1

"

5'-4

"

6'-1

0"

7'-0

"

3'-8

"

6'-5

"

8'-8

"

6

3'-0"

3'-0

"

01/8'' =1'-0" 8' 24'

Roof Plan T






















2

3

4 PARAPET COPING CAP. SALVAGE COPPER TO OWNER.

5 PROVIDE SLIP SHEET UNDER (E) SPLASH BLOCK.


4" CANT STRIP.

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Rep

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1

PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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Roof Plan T

PLUMBING STACK

HEAT STACK

EXHAUST





ROOF HATCH


FLOOD COAT

Symbol Legend


AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A2.10

COPING COVER

6" CONCEALED SPLICE PLATE @EACH JOINT

16 GA ANCHOR CHAIR

(4) FASTENERS PER ANCHOR CHAIR

EXTEND PLIES OVER BLOCKINGFASTEN 8" O.C.

RML SEAM TAPE

SILL TRIM

RML SEAM FASTENER 6" O.C.

(E) WALL PANEL

COPING COVER

6" CONCEALED SPLICE PLATE AT EACHJOINT

MIN. 40 MIL. SELF ADHERING UNDERLAYMENT

TWO PIECE COUNTERFLASHING

8"

MIN

2"

COPING COVER

6" CONCEALED SPLICE PLATE ATEACH JOINT

16 GA ANCHOR CHAIR



(E) MASONRYCAP BLOCK

METAL FLASHING

CANT STRIP

MODIFIED MEMBRANEFLASHING PLY 9" MIN. ONFIELD IN BITUMEN

BASE FLASHING PLY 6" MIN.ON FIELD IN BITUMEN

HPR MODIFIED MEMBRANE

BASE PLY

3 COURSE APPLICATION OFKEE APPROVED MASTIC

ROOF INSULATION

COPING COVER


16 GA ANCHOR CHAIR



POLYETHERSEALANT

COUNTERFLASHINGFASTENED 8" O.C.THROUGH BUTYLTAPE

POLYETHERSEALANT

TERMINATION BARFASTENED 8" O.C.THROUGH BUTYLTAPE

ELASTOMERICCOATING

8"

MIN

POLYETHER SEALANT

POLYETHER SEALANT

COUNTERFLASHINGANCHORED 8" O.C.THROUGH BUTYL TAPE

TERMINATION BAR FASTENED8" O.C. THROUGH BUTYLTAPE

8"

MIN

ELASTOMERIC COATING

COPING COVER


16 GA ANCHOR CHAIR


EXTEND PLIES OVER BLOCKINGFASTEN 8" O.C.(E) MASONRY

CAP BLOCK INSULATION

16 GA. ANCHOR CHAIR

40 MIL. SELF ADHERINGUNDERLAYMENT

COPING COVER

6" CONCEALED SPLICE PL.AT EA. JOINT

(4) FASTENERS PERANCHOR CHAIR

ELASTOMERIC COATING

2 X 8 BLOCKING

2 X 12 BLOCKING

S.M. FLASHING & COUNTER -

FLASHING W/ SCREWS &

WATERTIGHT WASHERS @ 1'-6"

O.C.

CONT. 2 X 8 NAILER W/ 1/2"

BOLTS @ 36" O.C.

REGLET AND COUNTER FLASHING

POLYETHER SEALANT

POLYETHER SEALANT

COUNTERFLASHINGFASTENED 8" O.C. THROUGHBUTYL TAPE

TERMINATION BAR FASTENED8" O.C. THROUGH BUTYLTAPE

8"

MIN

COPING COVER

6" CONCEALED SPLICEPLATE AT EACH JOINT

16 GA ANCHOR CHAIR


EXTEND PLIESOVER BLOCKINGFASTEN 8" O.C.

CAULK

ELASTOMERIC COATING

16 GA. ANCHOR CHAIR

COPING COVER

6" CONCEALED SPLICE PL.AT EA. JOINT

EXTEND PLIES OVERBLOCKING FASTEN 8" O.C.


COPING COVER x 10'-0"




TRIANGULARMETAL CAP

SBS BASE KEE CAPON FLASHING

COPING COVER


16 GA ANCHOR CHAIR




16 GA. ANCHOR CHAIR

MIN. 22 GA. HAT SECTION CLIP

SLOPESLOPESLOPE

SLOPE

SLOPE

SLOPESLOPESLOPE

SLOPE

4"

3 1

/2"

4"

4"

4"

4"

4 1

/2"

4 1

/2"

4 1

/2"

4 1

/2"

7 1

/2" 4

"

4"

4 1

/2"

4 1

/2"

4 1

/2"

4 1

/2"

4"

4"

4"

5 1

/2"

RML SEAM TAPE

(E) WALL PANEL, CUT PANEL AS REQUIRED TO ALLOWFOR PROPER FLASHING

MIN. 40 MIL SELF ADHERING UNDERLAYMENT

MIN. 22 GA. HAT SECTION CLIP

TWO PIECE COUNTERFLASHING

SILL TRIM

TERMINATION BAR FASTENED 8" O.C. THROUGHBUTYL TAPE

3 COURSE APPLICATION OF KEEAPPROVED MASTIC

TERMINATION BAR FASTENED 8" O.C. THROUGHBUTYL TAPE

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

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

16

A3.2

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CANT STRIP

MEMBRANE FLASHINGPLY

COVER BOARD ONROOF INSULATION

(E) DECK

MEMBRANE FLASHINGPLY

COVER BOARD ONROOF INSULATION

3 COURSE APPLICATIONOF KEE APPROVEDMASTIC

(E) WINDOW

(E) ALUM. FRAME

MTL. FLASHING

FLASHING SET INREGLET AT COLUMNS

MEMBRANE FLASHING

CANT STRIP

3 COURSE APPLICATIONOF KEE APPROVED MASTIC

DOWNSPOUT

FASTENERS

DOWNSPOUTHANGER

(E) WALL

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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Roof Details

Scale : 1-1/2" = 1'-0"

Coping Cap

0 8" 2'

1Scale : 1-1/2" = 1'-0"

Coping Cap

0 8" 2'

2

Scale : 1-1/2" = 1'-0"

Surface Mtd. Counterflashing

0 8" 2'

12

Scale : 1-1/2" = 1'-0"

Coping Cap

0 8" 2'

3Scale : 1-1/2" = 1'-0"

Wall Panel w/ Roof Flashing

0 8" 2'

4Scale : 1-1/2" = 1'-0"

Coping Cap

0 8" 2'

5

Scale : 1-1/2" = 1'-0"

Coping Cap

0 8" 2'

6Scale : 1-1/2" = 1'-0" 0 8"

72'Scale : 1-1/2" = 1'-0"

Not Used

0 8"

82'

Scale : 1-1/2" = 1'-0"

Reglet Mtd. Counterflashing

0 8" 2'

13Scale : 1-1/2" = 1'-0"

Wall Panel w/ Roof Flashing

0 8" 2'

14Scale : 1-1/2" = 1'-0" 0 8" 2'

15

Scale : 1-1/2" = 1'-0"

Roof at Elevator Sill

0 8"

16

Scale : 1-1/2" = 1'-0" 0 8" 2'

11

Scale : 1-1/2" = 1'-0"

Triangular Coping Cap

0 8"

92'

Scale : 3" = 1'-0"

Downspout

0 4" 1'

19Scale : 3" = 1'-0" 0 4" 1'

18Scale : 3" = 1'-0" 0 4" 1'

17Typical Section Coated Finish

0 4" 1'

20Scale : 1-1/2" = 1'-0"

QS

KDB

Scale : 1-1/2" = 1'-0"

Not Used

0 8"

102'

Not Used

Not Used

Not UsedNot Used

Not Used

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

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A3.1

FLEXIBLE WATERPROOF MEMBRANECLOSURE

COMPRESSIBLEINSULATION

CHAMFER EACH SIDE OFWOOD CURB TO DRAIN

METAL CAP SECURED APPROX. 12"

O.C. W/ FASTENERS& NEOPRENE WASHERS

HPR FLASHING FASTENED8" O.C.

FLEXIIBLE VAPOR RETARDER TOSERVE AS INSULATION RETAINERATTACH TO TOP OF CURB

135°

METAL EXPANSIONJOINT COVER

FLASHING RECEIVER

COUNTERFLASHING

CANT STRIP

BASE FLASHING

(E) DUCTWORK

METAL CAP SLOPED TO DRAIN, SECURED

APPROX. 24" O.C. W/ FASTENERS &NEOPRENE WASHERS

HPR FLASHING FASTENED8" O.C.

CONTINUOUS CLEATFASTENED 8" O.C.

SHEET METALOR FLEX-TUBECOLLAR

SHEET METAL ENCLOSURE-CROSSBREAK OR SLOPEFOR DRAINAGE

INSULATE INSIDE OF METALWORK IN COLD CLIMATES

SLOPE PIPES DOWNFROM HOOD MINIMUM4" CLEARANCE FROM PIPETO TOP OF CURB-MINIMUM 2" BETWEENPIPES

FASTENERSAPPROX. 24"O.C.

8"

MIN

MIN. 22 GA. FLANGE TURNED UP 4" ANDFASTENED TO DUCT. 3" LIP DOWN CURBBUTYL TAPE BEHIND, SEALANT ON TOP.INSULATION &

CLADDING

COUNTERFLASHING INSTALLED UNDER

FLANGE/CURB CAP AND FASTENED TOP OFFLASHINGS SECURED THRU BAR 8" O.C. ANDSEALANT ABOVE

NOTE: SANDWICH BASE FLASHING PLYBETWEEN BASE FIELD PLY AND HPRMODIFIED MEMBRANE

FASTENERSMAXIMUM 8"O.C.

(E) DECK

ROOF INSULATION

BASE/PLY SHEET(S)

HPR MODIFIEDMEMBRANE

8"

MIN

.

8"

MIN

1 1/

2"

8"

MIN

LIQUID FLASHINGBOTH SIDES

HPR MODIFIED MEMBRANEFLASHING PLY 9" MIN. ONFIELD

SHEET METAL PITCH PAN

SOLDERED/WELDEDWATERTIGHT 4" MINHEIGHT

OPT: WOOD NAILERS; VARIES DEPENDING UPONSIZE OF PENETRATION

POLYETHER SEALANT

POURABLE SEALANT,2 PART

ROOF INSULATION

NON-SHRINK GROUT

WATERTIGHT SHEET METALRAIN COLLAR OVERLAPPINGPENETRATION POCKET

DRAWBAND

POLYETHERSEALANT

4' MIN

(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

FASTENER WITH NEOPRENE WASHER

(E) ROOF HATCH

INTEGRAL CAP FLASHING

CONTINUOUS BUTYL TAPE

8"

MIN

.

POLYETHER SEALANT

TERMINATION BAR FASTENED 8" O.C.

TEMPERATURE APPROPRIATEELASTOMERIC SEALANT

STORM COLLARSET IN MASTIC,PRIME FLANGE

UMBRELLA

DRAWBAND ORWELD UMBRELLATO STACK

(E) HEAT STACK

4" MIN

(E) PASSIVE VENT/ AIR

INTAKE

FLASHING FASTENED

8"

MIN

.

8" M

IN

.

PRE-MANUFACTUREDEXPANSION JOINT COVER

CHAMFER EA. SIDE OFWOOD CURB TO DRAIN

COMPRESSIBLEINSULATION

FLEXIBLE WATERMEMBRANE CLOSURE

FLASHING FASTENED 8"O.C.

MTL. CAP SECURED 12"

O.C. W/ FASTENERS &

NEOPRENE WASHERS

(E) METAL EXHAUST FANCOVER

FLASHING FASTENED

8"

MIN

.

(E) MOUNTINGCURB

CONTINUOUS SEALINGMATERIAL ON PERIMETER

REPLACE SHEET METAL CURBCAP WHERE REQUIRED

(E) WOOD NAILER

COUNTERFLASHING(E) MOUNTINGCURB

2"

8"

MIN

.

(E) ROOF DRAIN

COVER BOARD

(E) DECK

INSULATION, FITTIGHT TO DRAIN

MODIFIED ROOF MEMBRANE

BASE PLY

SOFT METAL FLASHING (30" MIN.) SET IN MASTIC,WRAPPED DOWN 2" MIN., PRIME TOP SURFACE

CAP FLASHING PLY9" MIN. ON FIELD

BASE FLASHING PLY6" MIN. ON FIELD

BASE PLY


3 COURSEAPPLICATION OF KEEAPPROVED MASTIC

BASE FLASHING PLY 6" MIN. ON FIELD

60MIL THERMOPLASTIC FB MEMBRANE 9"MIN. ON FIELD

COVER BOARD

ROOF INSULATION

CANT STRIP

(E) DECK

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"

4" MIN

12"

MIN

.

NOTE:ENSURE TOTAL TARGET AREAOF FLASHING IS NO LESSTHAN 16" X 16"

6"

MIN

.

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

16

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A3.216

A3.2

Scale : 1-1/2" = 1'-0"

Passive Vent/Air Intake

0 8" 2'Scale : 1-1/2" = 1'-0"

Exhaust Detail

0 8" 2'Scale : 1-1/2" = 1'-0" 0 8" 2'2'

Scale : 1-1/2" = 1'-0"

HVAC Curb

0 8" 2'

Scale : 1-1/2" = 1'-0" 0 8" 2'

Scale : 1-1/2" = 1'-0"

Expansion Joint

0 8" 2'

1Scale : 1-1/2" = 1'-0"

Expansion Joint

0 8" 2'

2

9 678

5Scale : 1-1/2" = 1'-0"

Pitch Pocket w/ Umbrella

0 8" 2'

4Scale : 1-1/2" = 1'-0"

Not Used

0 8"

3

Scale : 1-1/2" = 1'-0"

Hood

0 8" 2'

11

Scale : 1-1/2" = 1'-0"

Roof Hatch

0 8" 2'

10

Scale : 1-1/2" = 1'-0"

Roof Drain

0 8" 2'

13Scale : 1-1/2" = 1'-0"

Roof Drain/Overflow

0 8" 2'

14

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


DRAWN BY:

CHECKED BY:


1

A R I Z O N A


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

RF

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NO .76 0 5


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Roof Details

Scale : 1-1/2" = 1'-0"

Heat Stack

0 8"

15Scale : 1-1/2" = 1'-0"

Pipe Penetration

0 8" 2'

12

Ductwork Plumbing Stack

2'

Scale : 1-1/2" = 1'-0"

Cant Detail

0 8" 2'

16

QS

KDB

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A3.2

BASE PLY

ROOF INSULATION

CONTINUOUS CLEAT FASTENED 6" O.C.

WOOD CANT STRIP NAIL TOBLOCKING

EXTEND MEMBRANE OVER BLOCKINGSET METAL IN ROOF CEMENT ANDFASTEN 8" O.C.

(E) DECK

1"

MIN


BASE FLASHING PLY 6"MIN. ON FIELD

(E) METAL FASCIA

REINSTALL (E) CONDUCTOR HEAD

POLYETHER SEALANT

(E) DECK

60MIL THERMOPLASTIC FB MEMBRANE9" MIN. ON FIELD

HPR MODIFIED MEMBRANE,EXTEND THROUGH SCUPPER BASE


SET METAL FLANGE IN ROOF CEMENTAND PRIME PRIOR TO STRIPPING

COUNTERFLASHING FASTENED 8" O.C. COUNTERFLASHING FASTENED 8"O.C.

SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING

60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON FIELD

BASE FLASHING PLY 6" MIN. ONFIELD

HPR MODIFIED MEMBRANE,EXTEND THROUGH SCUPPER BASE

BASE PLY

ROOF INSULATION, TAPEREDEDGE STRIP LAST 1'-0" AROUNDSCUPPER

(E) CONDUCTORHEAD

GUTTER FASTENED 6" O.C.

EXTEND ONE PLY OVER BLOCKING

GUTTER STRAP

GUTTER BRACKET

(E) DECK

ROOF INSULATION

COVER BOARD

POLYETHERSEALANT

BASE PLY


4" MIN


METAL EDGE SET IN ROOF CEMENT,NAILED 3" O.C. STAGGERED, PRIMEMETAL FLANGE PRIOR TO STRIPPING

BASE FLASHIING PLY 6" MIN. ONFIELD

METAL EDGE SET INROOF CEMENT NAILED 3"O.C. STAGGERED, PRIME

METAL FLANGE PRIOR TOSTRIPPING

4" MIN.

POLYETHER SEALANT

BASE PLY

ROOF INSULATION, TAPEREDEDGE STRIP LAST 1'-0" AROUNDSCUPPER

POLYETHER SEALANT

(E) DECK

SET METAL FLANGE IN ROOF CEMENT ANDPRIME PRIOR TO STRIPPING

60MIL THERMOPLASTIC FB MEMBRANE 9"MIN. ON FIELD


HPR MODIFIED MEMBRANE, EXTENDTHROUGH SCUPPER BASE

BASE PLY

ROOF INSULATION, TAPERED EDGESTRIP LAST 1'-0" AROUND SCUPPER1/

2"

COUNTERFLASHING FASTENED8" O.C.

SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING

60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON FIELD

BASE FLASHING PLY 6" MIN.ON FIELD


CANT STRIP

2"

POLYETHER SEALANT

WOOD BLOCKING

METAL EDGE SET INROOF CEMENT NAILED 3"O.C. STAGGERED, PRIMEMETAL FLANGE PRIOR TOSTRIPPING


(E) METAL FASCIA

BASE PLY

COVER BOARD


ROOF INSULATION

COVER BOARD


COATING

BASE PLY

ROOF INSULATION

COVER BOARD

BASE FLASHING PLY 6"MIN. ON FIELD

ROOF INSULATION

COVER BOARD

GUTTER STRAP

GUTTER BRACKET

CONTINUOUSCLEAT FASTENED6" O.C.

POLYETHERSEALANT

POLYETHER SEALANT

HPR MODIFIED MEMBRANEFLASHING PLY 9" MIN ONFIELD IN BITUMEN

BASE FLASHING PLY 6" MINON FIELD IN BITUMEN

CANT STRIP

SEALANT ALLSIDES

4" MIN.BASE PLY

4" MIN.

ROOF INSULATION



1/2"

4" MIN

4"

MA

X1"

MIN

1"

MIN

4"

MA

X

CONTINUOUS CLEAT FASTENED 6" O.C.

WOOD CANT STRIP NAIL TO BLOCKING

EXTEND MEMBRANE OVER BLOCKINGSET METAL IN ROOF CEMENT ANDFASTEN 8" O.C.

(E) DECK

4" MIN

POLYETHERSEALANT ROOF INSULATION

BASE PLY


(E) FASCIA PANEL

6"

6"

WOODBLOCKING

WOOD BLOCKING

6"

6"

6"

(E) CONDUCTOR HEAD

Scale : 1-1/2" = 1'-0"

Scupper Through Wall

0 8" 2'

1Scale : 1-1/2" = 1'-0" 0 8" 2'

2Scale : 1-1/2" = 1'-0"


0 8" 2'

3Metal Roof Edge

5Scale : 1-1/2" = 1'-0"

Scupper Overflow

0 8" 2'

4

Scale : 1-1/2" = 1'-0"

Not Used

0 8" 2'

9Scale : 1-1/2" = 1'-0"

Raised Metal Edge

0 8" 2'

10

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Rep

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PROJECT NO:

DATE:





REVISION SCHEDULE:

MAY 2019

17.14.12


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

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3

1

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1

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Roof Details

Scale : 1-1/2" = 1'-0"

Roof Edge W/ Gutter

0 8"

82' Scale : 1-1/2" = 1'-0"

Metal Roof Edge

0 8" 2'

67


Roof Edge W/ Gutter

QS

KDB

Scale : 1-1/2" = 1'-0" 0 8" 2'

Scale : 1-1/2" = 1'-0" 0 8" 2'

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A3.3

CANYON DEL ORO HIGH SCHOOL - Amphitheater Public Schools · pvc plywd. ptn. pr. pt proj. pnl. pl...

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