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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:

JUNE 2019

17.14.22/17.14.35

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

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Cover Sheet

HARELSON ELEMENTARY SCHOOLFUNHOUSE HVAC & ROOF REPLACEMENT

Amphitheater Public Schools

100% Construction DocumentsJune 2019

Job No. 17.14.22/17.14.35

SC

KDB

EXTERIOREXT.

WITHWATER CLOSET

VENT THRU ROOFVERTICAL

WEIGHT

WROUGHT IRON

WAINSCOT

WALL CLEAN OUT

WINDOW

WATER RESISTANTWATER PROOF

WOOD

GYPSUM WALL BOARD

WATER RESISTANT -

WELDED WIRE MESH

VINYL COMPOSITION TILE

NOMINALNOT IN CONTRACT

MULLIONMETALMOUNTEDMASONRY OPENINGMETAL LATHMISCELLANEOUSMINIMUMMANHOLEMANUFACTURER

OVER OR ON

PAVEMENT

OPPOSITEOPENING

OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER

NOT TO SCALENUMBER

CONTRACTOR INSTALLED

MEMBRANE

NO.

P

OPNG.

O.F.C.I.

OPP.

O/

O.D.O.C.

O.F.

N.T.S.

MTD.

N.I.C.NOM.

MULL.MTL.

MIN.

M.L.MISC.

MO

M.H.MFG.MEMB.

HOLLOW METALH.M.

INTERIORINSULATIONINFORMATIONINSIDE FACE

INTEGRAL COLOR CONCRETE

HOT WATER RETURNHOT WATERHEIGHTHORSEPOWERHORIZONTAL

MECHANICAL

MAXIMUMMATERIALMASONRY

LAVATORY

JANITOR'S CLOSET

MACHINE BOLT

JOINTJOIST

JUNCTION BOX

MASONRY CONTROL JOINTMECH.

MAX.MAT.

MCJM.B.

MAS.

JT.

LAV

J.C.JST.

J.B.

I.F.

INS.INT.

INFO.

ICC.

HT.

HWR

H.P.

H.W.

HORIZ.

FLOOR SINKFLUORESCENTFLOORFLASHINGFINISH

FIRE EXTINGUISHERFOUNDATIONFLOOR CLEAN OUTFLOOR DRAIN

EXISTING

GALVANIZED

HARDWAREHOLLOW COREHOSE BIB

GLUE LAMB BEAM

FURRINGFOOTING

GAUGE

GLASS FIBER

GYPSUM WALL BOARD

FINISH FLOOR ELEVATIONFIRE EXTINGUISHER CABINET

FT. FEET

H.C.H.B.

HDW.

GLBGWB

GALV.GFRC

FTG.FURR.

GA.

FEC

FLUOR.F.S.

FLR.

FIN.F.F.E.

FLSH.

(E)

F.D.

F.E.FDN.FCO

WD.WDW.W.P.W.R.

WCO

WRGWB

WSCT.

W.W.M.WT.

W.I.

W/W.C.

VTRVERT.VCT

PLASTERPLATE

PIECE

PLATE GLASS

PERPENDICULAR

PULL CHAIN

PLASTIC LAMINATE

PANELPAIR

PLYWOOD

PARTITION

PROJECT

PHASEPAINTED

PURLIN

QUARRY TILE

PUBLIC

RADIUSRISER

RECEPTACLEROOF DRAIN

RETURN AIR

ROOMROOFINGREVISIONREQUIREDREENFORCEMENTREGISTERRECESSED

SECTION

SHEETSQUARE FOOT

SOLID CORE

SCHEDULE

SQUARE

SIMILAR

SERVICE SINK

SPECIFICATIONSSHEET METAL

SPEAKER

ROUGH OPENING

STEELSTRUCTURAL

STANDARDSTAINLESS STEEL

STORAGE

TREAD

THICKTHRESHOLDTOP OF BEAM

TELEPHONE

TUBE STEEL

TELEVISION

TOP OF WALLTOP OF MASONRYTOP OF FOOTING

TYPICAL

VENTILATE

TOP OF CURB

POLYVINYL CHLORIDE

PRESSURE TREATED

VITRIFIED CLAY PIPE

UNLESS NOTED OTHERWISE

TELEPHONE TERMINAL BOARD

SHORT LEG VERTICAL

TONGUE AND GROOVE

SUSPENDED CEILING

SOLID CORE WOOD DOOR

S.S.

CPT. CARPET

DRAWING

DOOR

DIMENSIONDRINKING FOUNTAINDETAIL

COLD WATERCERAMIC TILECOUNTERSINK

DOWN SPOUT

DITTODOWN

EXPANSIONEXISTINGEXHAUST

EACH WAYEQUIPMENTEQUALENTRANCEELEVATIONELECTRICALEXPANSION JOINTEACH FACEEACH

ELECTRIC WATER COOLER

EXIST'G.EXP.

E.W.

EXH.EWC

EQUIP.EQ.

E.J.

ELEV.ELEC.

ENT.

E.F.EA.

DWG.

DR.DODN.

D.S.

DIM.D.F.DET.

C.T.CSK.

C.W.

V OR VENT

TYP.

VCP

U.N.O.

T.S.

TVT.T.B.

T.O.W.

T.O.F.T.O.M.

T.O.C.

T

THR.T.O.B.

TH.TEL.T&G

STRUCT.SUSP. CLG.

STL.

STD.S.STL.

STOR.

CERAMICCEMENT PLASTERCEMENT

CATCH BASINCABINET

BUILT UPBETWEENBASEMENT

COLUMN

CONTINUOUSCONSTRUCTIONCONCRETECOMBINATION

CEILINGCENTER LINECONTROL JOINTCIRCUITCAST IRON

CLEAN OUT

CHANNELS

CONCRETE MASONRY UNIT

CUBIC FEET PER MINUTECONTRACTOR INSTALLCONTRACTOR FURNISH

BEARING

COL.

CONST.CONT.

CONC.COMB.

C.O.CMU

C.L.CLG.

CIR.C.I.

C.J.

C.B.

CEM. PLAS.

CFM

C.F.C.I.CER.

CEM.

CAB

B.U.BTWN.BSMT.BRG.

SPECS.

SLV

SPKR.

S.M.

SQ.

SIM.

SQ. FT.

SCHED.SECT.

SHT.

SCWD.S.C.R.O.

REC.

REQ'D.

RM.

REINF.

REV.RFG.

REG.

R.D.RCPT.

RRAD.R.A.

ALTERNATEALLOWANCE

ADJACENTAIR CONDITIONING

ANCHOR BOLT

ALUMINUM

BOTTOM

BLOCKINGBUILDINGBUILDING LINEBOARD

AUTOMATIC

ACOUSTICAL TILEACCESS PANELAMPERE

BEAM

ABBREVIATIONS

ABOVE FINISH FLOOR

AGGREGATE BASE COURSE

ALT

BM.BOT.

BLKG.BLDG.

BDB.L.

@

ALUM

AUTO

A.T.A.P.AMP

AT

ALLOW

ADJ

AFF

A.C.

A.B.A.B.C.

PLAS. LAM.

PUB.

/O

Q.T.

PTD.

PUR.PVC

PLYWD.

PTN.

PR.

PTPROJ.

PNL.

PL

PL.GL.PLAS

PEP.C.

PERP.

ROUGH FRAMING

WELDED WIRE MESH

GYPSUM WALL BOARD

CEMENT PLASTER

RIGID INSULATION

ASPHALT

CEILING TILE

BATT INSULATION

STRUCTURAL STEEL

METAL STUDS (SECTION)

PLYWOOD

FINISH LUMBER

BLOCKING

X

CONCRETE MASONRY UNITS

WOOD STUDS

BRICK

CONCRETE

BASE COURSE

EARTH

NEW WALL (REFER TO KEYNOTE)

EXISTING WALL REMOVED

EXISTING WALL TO REMAIN

MATERIALS

STRUCTURAL STUDS

FULL HEIGHT INSULATION

ACID ETCHED CONCRETEA E C

NUMBERSHEET

PROJECT TEAM

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

HARELSON ELEMENTARY SCHOOL826 W. CHAPALA DRIVETUCSON, 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

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

A4.2 ROOF PLAN

A4.1 DEMOLITION ROOF PLAN

G1.0 COVER SHEET

G2.0 GENERAL INFORMATION

ARCHITECTURAL

A5.1 DETAILS

ArchitectBRECKENRIDGE GROUP, INC.

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

SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944

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:

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:

JUNE 2019

17.14.22/17.14.35

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

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D at eS i gn e d .A.. SU.

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General Information

SITE

Contractor

TBD

KC MECHANICAL ENGINEERING5447 E 5TH STREET, SUITE 112TUCSON, ARIZONA 85711

KEN WEYKERVICE PRESIDENT520.327.7611

Mechanical Engineer

ELECTRICAL DESIGN CONSULTANTS, INC.

1855 E. SOUTHERN AVENUE #203MESA, AZ 85204

HENRY VALENCIA, JR.PROJECT MANAGER602.279.7010

Electrical Engineer

STRUCTURAL CONCEPTS, INC.8230 E. BROADWAY, SUITE W-7TUCSON, AZ 85710

JENNIFER MCMAHON, PE, SEPROJECT MANAGER520.721.2324

Structural Engineer

M1.2 MECHANICAL PLAN

M1.1 MECHANICAL DEMOLITION PLAN

MECHANICAL

M2.1 MECHANICAL SCHEDULES

M2.2 MECHANICAL DETAILS

M3.1 MECHANICAL CONTROLS

P1.2 PLUMBING PLAN

P1.1 PLUMBING DEMOLITION PLAN

PLUMBING

A2.2 REFLECTED CEILING PLAN

A1.2 DEMOLITION REFLECTED CEILING PLAN

A3.1 BUILDING SECTIONS

ELECTRICAL

E1.0 ELECTRICAL DETAILS & NOTES

E2.0 ELECTRICAL DEMO POWER PLAN

E3.0 ELECTRICAL POWER PLAN

E4.0 ELECTRICAL RISER & PANELS

P2.1 PLUMBING NOTES AND SCHEDULES

MP1.1 MECHANICAL/PLUMBING SPECIFICATIONS

SC

KDB

1

1

1

1

1

1 5

5

5

3

5

552

2

2

4

TYP.

4

TYP.

7 7

6

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:

JUNE 2019

17.14.22/17.14.35

# 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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Demolition Keynotes

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

Demolition Reflected Ceiling Plan

REMOVE EXISTING GWB CEILING AS REQUIRED FOR NEW WORK. REMOVE

EXISTING MECHANICAL GRILLES AND REGISTERS, SEE MECHANICAL. REMOVE AND

REINSTALL EXISTING LIGHT FIXTURES AS REQUIRED FOR NEW WORK.

Demolition General Notes1. DO NOT COMMENCE DEMOLITION WORK UNTIL OWNER HAS REMOVED EXISTING

FURNISHINGS, APPLIANCES, EQUIPMENT, COMPUTERS, MONITORS AND DEMOUNTABLE

OR MOVEABLE DEVICES, SHELVES, SUPPLIES, ETC. AND HAS PROVIDED THE DEMOLITION

CONTRACTOR WRITTEN NOTICE TO PROCEED.

2. PROTECT ALL ADJACENT SURFACES FROM DAMAGE NOT INDICATED AS BEING

REMOVED. DAMAGED SURFACES SHALL BE REPAIRED, AT NO ADDITIONAL COST, TO

THEIR ORIGINAL CONDITION.

3. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRIERS, WARNING DEVICES,

ENTRY PORTALS, ETC. AS NOTED IN SPECIFICATIONS TO PROTECT STAFF AND PUBLIC

DURING ALL CONSTRUCTION ACTIVITIES.

4. THE ARCHITECT SHALL BE NOTIFIED OF ANY EXISTING BEARING WALL, FOUNDATION

COMPONENT, STRUCTURAL MEMBER, ANCHORING CONDITION OR REUSED

STRUCTURAL CONNECTION WHICH HAS BEEN COMPROMISED BY FIRE, WATER,

DEMOLITION ACTIVITIES OR AGE, OR WHICH APPEARS TO BE SUBSTANDARD WITH

RESPECT TO THE STANDARDS DEFINED BY CURRENT CODE PRACTICES OF

CONSTRUCTION, FOR ASSESSMENT, PRIOR TO FURTHER WORK BEING CONDUCTED IN

THE SUSPECT AREA.

5. SURFACES DAMAGED BY DEMOLITION SHALL BE REPAIRED SUCH THAT THE SURFACES

MATCH THE SURROUNDING MATERIAL, TEXTURE, FINISH AND COLOR. THE FINISHED

SURFACE SHALL NOT BE DISTINGUISHABLE FROM THE SURROUNDING SURFACE.

REMOVE EXISTING SURFACE MOUNT ACOUSTICAL CEILING TILE. REMOVE EXISTING

GWB CEILING AS REQUIRED FOR NEW WORK. REMOVE EXISTING MECHANICAL

GRILLES AND REGISTERS, SEE MECHANICAL. REMOVE AND REINSTALL EXISTING

LIGHT FIXTURES AS REQUIRED FOR NEW WORK.

DemolitionRCP

REMOVE AND REINSTALL EXISTING CURTAINS AND UNISTRUT SUPPORTS.

DISCONNECT AND REMOVE EXISTING FIRE ALARM LOOP FROM J-BOX ON WALL

TO DEVICES ON CEILING. PULL EXISTING FIRE ALARM CONDUCTORS BACK TO

J-BOX LOCATION. PROVIDE TEMPORARY CONNECTION OF FIRE ALARM LOOP

BETWEEN EXISTING J-BOX AS REQUIRED. UPON COMPLETION OF WORK UNDER

THIS CONTRACT, INSTALL NEW FIRE ALARM CABLE IN CONDUIT FROM J-BOX

LOCATIONS TO SMOKE DETECTORS ON CEILING AND RECONNECT TO ORIGINAL

CONDITION. EXISTING FIRE ALARM SYSTEM SHALL BE TESTED UPON FINAL

COMPLETION FOR PROPER OPERATION AND RECERTIFIED THAT IT IS IN FULL

WORKING CONDITION. CLEAN ALL EXISTING DEVICES THOROUGHLY PRIOR TO

TESTING AND RECERTIFICATION.

1

2

3

4 DISCONNECT AND REMOVE EXISTING 2'X2' AND 2'X4' LIGHTS ON STAGE AND IN

SOFFITS AND SALVAGE FOR REUSE. CLEAN AND REINSTALL ALL EXISTING FIXTURES

IN SAME LOCATION. EXTEND AND RECONNECT ALL TO EXISTING BRANCH CIRCUITS.

ALL BRANCH WIRING AND CONDUIT TO BE NEW. LIGHT FIXTURES DAMAGED

DURING REMOVAL SHALL BE REPLACED WITH NEW LED FIXTURES TO MATCH

EXISTING.

5

EXISTING SMOKE DETECTOR ON CEILING TO REMAIN. PROVIDE COVERS ON ALL

DETECTORS DURING CONSTRUCTION.

6

EXISTING J-BOX LOCATION TO REMAIN.7

SC

KDB

TYP.

2

TYP.

2

3

3

1

3 3

2

A2.2 A3.1

1

A2.2 A3.1

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:

JUNE 2019

17.14.22/17.14.35

# 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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Construction Keynotes

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

Reflected Ceiling Plan

1

WALL DIFFUSER, SEE MECHANICAL.2

3

Construction General Notes1. COORDINATE ALL WORK BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO BEGINNING WORK.

2. ALL DIMENSIONS ARE TO FACE OF METAL STUDS AND FACE OF MASONRY WALLS

(UNLESS NOTED OTHERWISE).

3. REFERENCE REFLECTED CEILING PLAN FOR LAYOUT AND CEILING MATERIALS ONLY.

REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR HVAC, LIGHT FIXTURES

AND EQUIPMENT.

12"x12" ACOUSTICAL TILE APPLIED TO GYPSUM BOARD CEILING

RCP Legend

RECESSED DOWNLIGHT

LIGHT FIXTURE (1'x4')

EXIT LIGHT

SUPPLY AIR DIFFUSER

LIGHT FIXTURE (2'X4')

EXHAUST GRILL

RETURN AIR GRILL

4' STRIP FIXTURE

GYPSUM BOARD CEILING, PAINT TO MATCH (E) CEILING

REINSTALL (E) CURTAINS AND UNISTRUT SUPPORTS.

REINSTALL (E) FIRE ALARM DEVICES AND CONDUIT.

Reflected CeilingPlan

4 PAINT NEW AND (E) ACOUSTICAL CEILING TILE.

SC

KDB

2 3

34

33

5 2

1

1 1

20'-0"

4'-0"

5'-2"1'-0"

10'-0"

12'-10"

16'-0"

2'-8"

5'-4" 5'-4" 5'-4"

100'-0" F.F.E.

100'-0" F.F.E.

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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:

JUNE 2019

17.14.22/17.14.35

# 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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Construction Keynotes

1

MECHANICAL SUPPLY DIFFUSER, SEE MECHANICAL.2

Construction General Notes1. COORDINATE ALL WORK BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO BEGINNING WORK.

2. ALL DIMENSIONS ARE TO FACE OF METAL STUDS AND FACE OF MASONRY WALLS

(UNLESS NOTED OTHERWISE).

3. REFERENCE REFLECTED CEILING PLAN FOR LAYOUT AND CEILING MATERIALS ONLY.

REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR HVAC, LIGHT FIXTURES

AND EQUIPMENT.

MECHANICAL DUCT, SEE MECHANICAL.

Building Sections

3

MECHANICAL UNIT, SEE MECHANICAL.4

INFILL EXISTING OPENING WITH WHOLE 12x4x16 SLUMP BLOCK UNITS TO

MATCH EXISTING RUNNING BOND PATTERN, SEE DETAIL 15/A5.2. PAINT TO MATCH

EXISTING.

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

Building Section2

A2.2 A3.1

REMOVE AND REPLACE EXISTING SURFACE MOUNT ACOUSTICAL CEILING TILE.

REMOVE AND REPLACE EXISTING GWB CEILING AS REQUIRED FOR NEW WORK.

5

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

Building Section1

A2.2 A3.1

SC

KDB

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPE

SLOPE

SLOPE

SLOPE

TYP.

1

5

3

2

6

4 5

1

2

3

2

3

1

4

62

10

1

5

4

1

2

4

8

1

4

5

2

TYP.

TYP. TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

1

TYP.

3

TYP.

2

TYP.

TYP.

TYP.

7

8

8

8

9

TYP.

10

1010

TYP.

15

TYP.

11

11

12

TYP.

10

10

13

14

Construction Keynotes

REMOVE CANT STRIP.

CUT OFF ALL CURB FLASHING.

REMOVE AND REPLACE ROOF DRAIN STRAINER AND CLAMPING RING.

REMOVE ROOFING TO STRUCTURAL DECK.

Construction General Notes

REMOVE CRICKET.

1. BUILDING AND SITE WILL BE OCCUPIED DURING CONSTRUCTION.

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

3. CONDITIONS SHOWN ARE FOR GUIDANCE & GENERAL INFORMATION ONLY.CONTRACTOR SHALL VISIT THE SITE & EVALUATE ALL (E) CONDITIONS IN THE FIELD ANDPROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTES SHOWNIN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALLAPPROPRIATE 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 (E) ITEM IS REMOVED FROM SHALL BE PATCHED AND REPAIREDTO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILL BE ALTEREDOR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEETCONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITHMATERIALS TO MATCH (E) 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 AT AREAS INDICATED.

8. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, ROOFPENETRATION FLASHING, AND PARAPET SCUPPERS TO BE REMOVED AND REPLACED.

9. REMOVE EXISTING PITCH POCKETS. PROVIDE LIQUID FLASHING MEMBRANE OR NEWPITCH POCKET AT ALL ROOF PENETRATIONS.

10. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, WATER LINES, PITCH POCKETS, ANDROOF CURBS. COORDINATE WITH OWNER.

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

12. 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.

13. 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 (E) WALL COLOR WHERE VISIBLE.

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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:

JUNE 2019

17.14.22/17.14.35

# 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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TICRARETSIGER

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EDH

NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

06

/

0

3

/

1

9

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

Demolition Roof Plan

ROOF ABOVE.

DemolitionRoof Plan

1

2

3

4

5

6

REMOVE GUARDRAIL TO FACILITATE PARAPET FLASHING.7

REMOVE EVAPORATIVE COOLER AND ASSOCIATED DUCTWORK AND PIPING, SEE

MECHANICAL. REMOVE EQUIPMENT CURB.

8

REMOVE FURNACE AND ASSOCIATED SUPPLY DUCTWORK, SEE MECHANICAL.

REMOVE EQUIPMENT CURB.

9

REMOVE ROOF VENT AND CURB. INFILL (E) OPENING W/ STEEL DECKING.10

REMOVE ABANDONED CURB.11

CUT WATER LINE AND CAP BELOW ROOF.12

INSTALL STEEL LINTEL INTO (E) MASONRY WALL AND REMOVE WALL AS REQUIRED

FOR NEW DUCT OPENING, SEE DETAIL 16/A5.1.

13

CUT ABANDONED ELECTRICAL CONDUIT AND CAP BELOW ROOF.14

REMOVE ROOF VENT AND CURB. INFILL (E) OPENING W/ STEEL PLATE.15

SC

KDB

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPE

SLOPE

SLOPE

SLOPE

3

2

A4.2 A5.1

2

A4.2 A5.1

2

A4.2 A5.1

2

A4.2 A5.1

13

A4.2 A5.1TYP.

12

A4.2 A5.1

8

A4.2 A5.1

8

A4.2 A5.1

11

A4.2 A5.1

3

A4.2 A5.1

10

A4.2 A5.1

1

A4.2 A5.1TYP.

4

A4.2 A5.1

1

2

7

A4.2 A5.1

2

3

TYP.

TYP.

3

TYP.

2

TYP.

6

TYP.

1

TYP.

7

A4.2 A5.1

1

A4.2 A5.1TYP.

2

A4.2 A5.1

2

TYP.

TYP.

TYP.

3

TYP.

6

1

SIM.

5

A4.2 A5.1

SIM.

5

TYP.

TYP.

5

TYP.

1

2

TYP.

3

TYP.

4

4

13

A4.2 A5.1TYP.

3

A4.2 A5.1

4'-0

"

4'-9

"

5'-1

"

5'-2

"

5'-10"

5'-4"

4'-10"

5'-7"

4'-2"

2'-7"

TYP.

30" MIN.

30" MIN.

30" MIN.

9

A4.2 A5.1

7

TYP.

7

7

7

7

30" MIN. 30" MIN.

4

4

1

A4.2 A5.1

8

TYP.

8

TYP.

8

TYP.

10

TYP.

7

9

30

" M

IN.

4

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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:

JUNE 2019

17.14.22/17.14.35

# 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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TICRARETSIGER

ET

EDH

NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

06

/

0

3

/

1

9

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

Roof Plan

Construction Keynotes

1 ROOFING ON COVER BOARD ON ROOF INSULATION.

Construction General Notes

1. PROVIDE CONDUIT WHERE CABLE PENETRATION OCCURS.

2. RAISE ALL CURBS THAT ARE NOT HIGH ENOUGH FOR PROPER FLASHING AS REQUIRED

BY ROOFING MANUFACTURER.

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. COAT A 4-FOOT BY 6-FOOT AREA AROUND ALL SCUPPERS, WATERWAYS, ROOF

HATCHES, AND SERVICE SIDES OF MECHANICAL UNITS WITH WHITE, SINGLE

COMPONENT, POLYUREA WITH BRIGHT WHITE GRANULES AS RECOMMENDED BY

ROOFING MANUFACTURER; COAT LOW PONDING AREAS IF DISCOVERED.

5. PROVIDE SLIP SHEET UNDER ALL (E) AND NEW RUBBER SUPPORTS; EXTEND SLIP SHEET

1/2" BEYOND SUPPORT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOWNSPOUTS TO BE IN WORKING

CONDITION UPON PROJECT COMPLETION, AND PRIOR TO FINAL INSPECTION.

2

3

CRICKET - 1:12 SLOPE MIN.

4" CANT STRIP.

ROOF ABOVE.

FIBERGLASS ROOF GUARDRAIL SYSTEM: FIBERGRATE COMPOSITE STRUCTURES INC.;

DYNAROUND RG OR APPROVED COMPARABLE PRODUCT. PROVIDE SLIP SHEET

UNDER SLIPPERS AND ROOF WEIGHTS.

MECHANICAL EQUIPMENT, SEE MECHANICAL.

Roof Plan

4

5

6

INFILL (E) WALL OPENING WITH WHOLE 12X4X16 SLUMP BLOCK UNITS TO MATCH

EXISTING RUNNING BOND PATTERN, SEE DETAIL 15/A5.2. PAINT TO MATCH

EXISTING.

7

INFILL (E) ROOF OPENING WITH STEEL DECKING. EXTEND STEEL DECKING 6"

BEYOND OPENING, ATTACH WITH SCREWS AT EACH LOWER FLUTE.

8

NEW DUCT OPENING IN (E) WALL, SEE MECHANICAL.9

INFILL (E) ROOF OPENING WITH STEEL PLATE, SEE DETAIL 17/A5.1.10

SC

KDB

SET LEAD FLANGE INMASTIC, PRIME FLANGEBEFORE STRIPPING

BASE PLY

(E) PLUMBING VENT STACK

ROOF INSULATION

ROLL DOWN LEAD FLASHING 1" MINDOWN INTO PIPE

POLYETHER SEALANT

HPR MODIFIEDMEMBRANE

HPR MODIFIED MEMBRANEFLASHING PLY 12" MIN. ONFIELD

BASE FLASHING PLY 8" MIN.ON FIELD

5"

4" MIN

12"

MIN

.

(E) METAL EXHAUST FANCOVER

FLASHING FASTENED

60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ONFIELD

BASE FLASHING PLY 6"MIN. ON FIELD

CANT STRIP

3 COURSE APPLICATIONOF KEE APPROVED MASTIC

8"

MIN

.

BASE PLY

HPR MODIFIEDMEMBRANE

ROOF INSULATION

COVER BOARD

FLASHING RECEIVER

COUNTERFLASHING

CANT STRIP

BASE FLASHING

SHEET METALOR FLEX-TUBECOLLAR

SHEET METAL ENCLOSURE-CROSSBREAK OR SLOPEFOR DRAINAGE

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

FASTENERSAPPROX. 24"O.C.

FASTENERSMAXIMUM 8"O.C.

ROOF INSULATION

HPR MODIFIEDMEMBRANE

8"

MIN

.

POLYETHER SEALANT

(E) DECK

SET METAL FLANGE IN ROOF CEMENT ANDPRIME 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

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

CONTINUOUS CLEAT FASTENED 6" O.C.

WOOD CANT STRIP NAIL TO BLOCKING

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

POLYETHER SEALANT

ROOF INSULATION

BASE FLASHING PLY 6" MIN. ON FIELD

HPR MODIFIED MEMBRANE FLASHINGPLY 9" MIN ON FIELD

4 1

/2"

HPR MODIFIED MEMBRANE

BASE PLY

(E) DECK

CONTINUOUS CLEAT FASTENED 6" O.C.

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

ROOF INSULATION

BASE FLASHING PLY 6" MIN. ON FIELD

HPR MODIFIED MEMBRANE

BASE PLY

(E) DECK

POLYETHER SEALANT

4" MIN.

7 1

/2"

BASE PLY

(E) DECK

WOOD BLOCKING

(E) BEAM (E) BEAM

1/2"

4"MIN.

1/2"

4" 18 GA. STRUCT. STL. STUDS @12" O.C. MAX.

3/16" GALV. STL. PLATE

4" GA. 18 GA.STRUCT. STL. TRACKEA. END

EXIST. OPENING V.I.F.

SECTION VIEW END VIEW

3 COURSEAPPLICATION OF KEEAPPROVED MASTIC

BASE PLY

BASE FLASHING PLY 6" MIN. ON FIELD

HPR MODIFIED MEMBRANE

SHEET METAL COPING

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

ROOF INSULATION

BASE PLY

POLYETHER SEALANT

POLYETHER SEALANT

HPR MODIFIEDMEMBRANE

60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ON FIELD

3 COURSEAPPLICATION OF KEEAPPROVED MASTIC

COUNTERFLASHINGFASTENED 8" O.C. THROUGHBUTYL TAPE

TERMINATION BAR FASTENED8" O.C. THROUGH BUTYLTAPE

BASE FLASHING PLY 6"MIN. ON FIELD

8"

MIN

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

.BASE FLASHING PLY 6" MIN. ON FIELD

ROOF INSULATION

HPR MODIFIEDMEMBRANE

BASE PLY

FASTENER WITH NEOPRENE WASHER

(E) ROOF HATCH

INTEGRAL CAP FLASHING

CONTINUOUS BUTYL TAPE

60MIL THERMOPLASTIC FB MEMBRANE9" MIN. ON FIELD

3 COURSE APPLICATIONOF KEE APPROVEDMASTIC

CANT FASTENEDTO NAILER

8"

MIN

.

POLYETHER SEALANT

TERMINATION BAR FASTENED 8" O.C.

(E) MOUNTINGCURB

CONTINUOUS SEALINGMATERIAL ON PERIMETER

REPLACE SHEET METAL CURBCAP WHERE REQUIRED

(E) WOOD NAILER

COUNTERFLASHING

60MIL THERMOPLASTIC FBMEMBRANE 9" MIN. ONFIELD

BASE FLASHING PLY 6" MIN.ON FIELD

3 COURSE APPLICATION OFKEE APPROVED MASTIC

BASE PLY

HPR MODIFIEDMEMBRANE

ROOF INSULATION

COVER BOARD

2"

8"

MIN

.

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) MASONRY WALL

(1) #5 CONT. IN 8" DEEPGROUTED BOND BEAM

#5 x 2'-0" AT 48" O.C.MAX. EPOXY DOWEL

#5 VERTICALS AT 48" O.C.MAX. IN SOLID GROUTEDCELLS MIN. 2 PER WALL

#5 x 2'-0" EPOXYDOWELS - LAP TOVERTICAL REINFORCING

NEW MASONRY

NOTE:FOLLOW MANUFACTURER'S GUIDELINES FOR INSTALLATION AND MINIMUM EMBEDMENT INGROUTED MASONRY.

1'-0"

MIN

.

4"

1"

4"

2"

(E) MASONRY WALL

BENT PL 5/16 x 11 x 6 LLH W/ 1/2"

DIA. EPOXY SET BOLTS AT ENDS AT AT24" O.C.

INSTALLATION PROCEDURE:1. INSTALL STEEL LINTEL INTO (E) MORTAR

JOINT OR SAW CUT 3/8" HORIZONTAL

CUT TO ALLOW PLACEMENT OFHORIZONTAL LEG.

2. INSTALL EPOXY SET BOLTS.3. REMOVE MASONRY FROM OPENING.

NOTE:FOLLOW MANUFACTURER'S GUIDELINES FORINSTALLATION AND MINIMUM EMBEDMENT INGROUTED MASONRY.

X

XSECTION

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

Surface Mtd. Counterflashing

0 8" 2'

1

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

Coping Cap

0 8" 2'

2

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

Scupper Through Wall

0 8" 2'

3

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

Raised Metal Edge

0 8" 2'

4

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

HVAC Curb

0 8" 2'

5

A5.1A4.2

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

Typical Section

0 8" 2'

14

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

Exhaust Detail

0 8" 2'

7

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

Plumbing Stack

0 8" 2'

8

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

Pipe Penetration

0 8" 2'

9

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

Roof Hatch

0 8" 2'

10

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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:

JUNE 2019

17.14.22/17.14.35

# 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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TICRARETSIGER

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EDH

NO .76 0 5

REGISTRATION EXPIRATION DATE: 3/31/2020

06

/

0

3

/

1

9

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

Doghouse

0 8" 2'

11

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

12

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

13

Details

A5.1A4.2 A5.1A4.2 A5.1A4.2 A5.1A4.2

A5.1A4.2

A5.1A4.2A5.1A4.2A5.1A4.2A5.1A4.2

A5.1A4.2 A5.1A4.2 A5.1A4.2

Roof Drain

Metal Edge

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

New Masonry in (E) Opening

0 4' 12'

15

A5.1A4.2

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

Steel Lintel at (E) Masonry Wall

0 1'-4" 4'

16

A5.1A4.2

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

Infill at (E) Concrete Deck

0 1'-4" 4'

17

A5.1A4.2

SC

KDB

MULTIPURPOSEROOM

101

GIRLS

103

BOYS

102

STORAGE

107

JAN.

104

SOUND

105

ELECTRICAL

106

PLATFORM

109

STO.

111

STO.

110

PE OFFICE

114

STO.

112

TOILET

115

STORE

116

IDF

117

1/8" = 1'-0"

no

rth

Building F - mechanical demolition plan

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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 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

Mechanical Demolition Plan

1/8" = 1'-0"

no

rth

Building F - mechanical new work plan

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

Amph

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& R

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epla

cem

ent

PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

Mechanical Schedules

Amph

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Publ

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& R

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epla

cem

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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 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

Mechanical Schedules and Details

’

’ ’

Amph

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relso

n Elem

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ool

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

”

”

”

”

Amph

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Publ

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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 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

DIVISION 15SPECIFICATIONS

Amph

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ter

Publ

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hools

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lson

Elem

enta

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choo

lFu

nhou

se H

VAC

& R

oof R

epla

cem

ent

PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

1/8" = 1'-0"

no

rth

Building F - Plumbing Demolition Plan

PlumbingDemolition Plan

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

1/8" = 1'-0"

no

rth

Building F - Plumbing Plan

Amph

ithea

ter

Publ

ic Sc

hools

Hare

lson

Elem

enta

ry S

choo

lFu

nhou

se H

VAC

& R

oof R

epla

cem

ent

PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

FEBRUARY 2019

17.14.22

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:MG TCB 19121

Plumbing Notesand Schedules