r ajo high school · ajo, az 85321 phone: (520) 387-5618 contact: facilities ajo high school true #...

0000

1

BUILDING SECTION MARKER

WALL SECTION MARKER

SECTION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH SECTION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

SECTION IDENTIFICATION LETTER



DETAIL MARKERSECTION IDENTIFICATION LETTER



ELEVATION MARKERELEVATION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH ELEVATION IS DRAWN


A1

A200

SIM

DOOR MARKERDOOR NUMBER

WINDOW MARKERWINDOW NUMBER

1

REVISION MARKER

REVISION NUMBER

01

GATE MARKERGATE NUMBER

?

FINISH MARKERA FINISH

A1A201

SIM

A1A201

SIM

1A8.8

SIM

ASPHALTIC CONCRETE PAVING

BASE COURSE

CONCRETE

EARTH

CONCRETE MASONRY UNIT

STEEL

BATT OR ACOUSTICAL INSULATIONRIGID INSULATION

FINISH WOOD

GYPSUM, PLASTER, OR STUCCO

PLYWOOD

RESILIENT FLOORING

40

17

10

10

60

60

8

160

70

79

CASA GRANDE

GILA BEND

BLYTHE

WICKENBURG

NEEDLES

HOOVER DAM GRAND CANYON

FLAGSTAFF

PHOENIX

MESA GLOBE

FLORENCE

TUCSON

PAGE

TUBA CITY

CHINLE

GANADO

HOLBROOK

SHOW LOW

PINEDALE

LINDEN

VERDE VALLEY

CLAY SPRINGS

YUMA

NOGALES

BENSON

TOMBSTONE

SAFFORD

SITE

AJO

SITE

1001-4 1001-31001-1

1001-2

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

As indicated

9/9

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EMC2

EMW/JV

EMC2

07-25-19

Ajo HS Gym Roof...

11719661

G001

GENERAL INFORMATION & SHEETINDEX

AJO HIGH SCHOOL

111 N. WELL ROAD, AJO, ARIZONA 85321

AJO UNIFIED SCHOOL DISTRICT #15

AJO HIGH SCHOOL



ROOF REPLACEMENT GYM BUILDING / SFB:

100215001-1001-008--BRG

ROOF REPLACEMENT GYM BUILDING / SFB: 100215001-1001-008--BRG

GENERAL

G001 GENERAL INFORMATION & SHEET INDEX

SITE DEVELOPMENT

SD01 REFERENCE SITE PLAN

ARCHITECTURAL

A100 REFERENCE FLOOR PLAN

A500 DEMO ROOF PLAN

A501 ROOF PLAN

A502 PROJECT DETAILS

SYMBOLS MATERIALS LISTABBREVIATIONS

STATE MAP VICINITY MAP PROJECT MAP

OWNER / TENANT(ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY)

SHEET LIST

GENERAL NOTES

A. THE CONTRACTOR SHALL VISIT THE PREMISES TO REVIEW & UNDERSTAND EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO PERFORM THE WORK. THE CONTRACTOR SHALL HARMONIZE HIS WORK SO EACH PIECE OF EQUIPMENT WILL BE INSTALLED TO FUNCTION PROPERLY. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES.

B. WHERE DRAWINGS INDICATE EXISTING CONDITIONS, AN ATTEMPT HAS BEEN MADE TO SHOW ELECTRICAL EQUIPMENT, BUILDING, SITE DETAILS, ETC. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING BUILDINGS, SITE DETAILS, ETC.

C. THE CONTRACTOR SHALL PERFORM ALL TEMPORARY AND REMODELING WORK AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS INCLUDING MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.

D. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO; EXISTING, TEMPORARY, REMODELED AND NEW AREAS.

D. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, AND/OR OTHER REPAIR DUE TO THE CONSTRUCTION HERE IN.

E. AT THE END OF THE DAY, THE CONTRACTOR SHALL PROVIDE TRAFFIC COVERS OVER ANY EXPOSED TRENCHES. CONTRACTOR SHALL PROVIDE SUITABLE BARRICADES AND CONSTRUCTION TAPE AROUND ALL WORK AREAS MAINTAINING A SAFE ENVIRONMENT BY MEANS OF EGRESS AND ACCESSIBILITY.

F. AT NO TIME SHALL THE CONTRACTOR, HIS SUB-CONTRACTOR, OR ANY PERSON IN HIS EMPLOY HAVE CONTACT WITH ANY SCHOOL STAFF, FACULTY OR STUDENTS UNLESS ABSOLUTELY NECESSARY FOR THE PROGRESS OF THE WORK.

G. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ACCURACY OF ALL MEASUREMENTS, ESTIMATES OF MATERIALS QUANTITIES AND SIZES, AND SITE CONDITIONS AFFECTING THE WORK.

H. PHOTOS USED ARE FOR REFERENCE ONLY AND REPRESENT A PAST EXISTING CONDITION. CONTRACTOR TO VERIFY ALL CURRENT CONDITIONS PRIOR TO BID.

I. CONTRACTOR RESPONSIBLE TO MONITOR INTERIOR AND REVIEW FOR SAFETY ALL SPACES THAT COULD POTENTIALLY BE AFFECTED BY PROJECT WORK AND RETURN THEM TO PREVIOUS USABLE CONDITION.

A.B. ANCHOR BOLTABC AGGREGATE BASE COURSEA/C AIR CONDITIONINGA.F.F. ABOVE FINISH FLOORALT. ALTERNATEA.C.P. ACOUSTICAL CEILING PANELBD. BOARDBFP BACK FLOW PREVENTERBLDG BUILDINGBLKG BLOCKINGBM BEAMB.O.S. BOTTOM OF STEELBTM BOTTOMCAB CABINETC.L. CENTERLINEC.C. CENTER TO CENTERC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTCLG CEILINGC.M.U. CONCRETE MASONRY UNITC.O. CLEAN OUTCONC. CONCRETECONST. CONSTRUCTIONCONT CONTINUOUSCORR. CORRIDORCT CERAMIC TILEDET. DETAILDIA. DIAMETERDIM DIMENSIONEA. EACHE.J. EXPANSION JOINTELEVN. ELEVATIONELECT. ELECTRICEQ. EQUALE.W.C. ELECTRIC WATER COOLEREXIST. EXISTINGEXP. BT. EXPANSION BOLTEXP. STR. EXPOSED STRUCTUREEXT. EXTERIORF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F.L. FINISH FLOOR LINEFIN. FLOR. FINISH FLOORFIN. FINISHFLR. FLOORFT. FOOT, FEETFTG. FOOTINGga. GUAGEG.I. GALVANIZED IRONGALV. GALVANIZEDGL. GLASSGYP. BD. GYPSUM BOARDH.M. HOLLOW METALH.C. HANDICAPH-CONC HARDENED CONCRETEH.B. HOSE BIBBH/H HAND HOLEHORIZ. HORIZONTALHT. HEIGHT

I.B.C. INTERNATIONAL BUILDINGCODE

I.E. INVERT ELEVATIONINSUL. INSULATIONLAM. LAMINATELAV. LAVATORYMAS. MASONRYMAT. MATERIALMAX MAXIMUMMIN. MINIMUM, MINUTEMTL. METALMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINALO.C. ON CENTEROPP. OPPOSITEPCP PORTLAND CEMENT PLASTERPL. PLATEPTD. PAINTEDQT QUARRY TILEREINF. REINFORCINGRM. ROOMS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONS.F. SQUARE FOOT (FEET)SIM. SIMILARSPECS. SPECIFICATIONSSTL. STEELSUSP. SUSPENDEDT.O. TOP OFT.O.F. TOP OF FRAMINGT.O.M. TOP OF MASONRYT.O.S. TOP OF STEELTLT TOILETT.S. TUBE STEELTYP. TYPICALU.B.C. UNIFORM BUILDING CODEU.N.O. UNLESS NOTED OTHERWISEVCT. VINYL COMPOSITION TILEVERT. VERTICALVEST VESTIBULEVWC VINYL WALL COVERINGWD. WOODW.H. WATER HEATERw/ WITHw/o WITH OUTWT. WEIGHTWWF WELDED WIRE FABRICXFMR. TRANSFORMER

N N N

OWNER

TENANT

111 N. WELLS ROADAJO, AZ 85321

PHONE: (520) 387-5618CONTACT: FACILITIES

AJO HIGH SCHOOL

STATE OF ARIZONA

1700 W. WASHINGTON STREET, SUITE 104PHOENIX, AZ 85007

PHONE: (602) 542-6144CONTACT: LIAISON STEPHANIE VASSAR

SCHOOL FACILITIES BOARD

GYM BUILDING

111 N. WELLS ROADAJO, AZ 85321

PHONE: (520) 387-5618CONTACT: FACILITIES

AJO HIGH SCHOOL

TRUE

# REVISIONS / SUBMISSIONS DATE

DOMINIC M.

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BUILDING DATA

BDG

1001

DESC.

GYMNASIUM

YEAR

1956

AREA

27,580 SF

SFB PROJECT: 100215001-1001-008-BRG

AJO HS GYM ROOF REPLACEMENT

PROPOSED ROOF

ACCESS, CONSTRUCTION

AND STAGING AREA.

1001-3

1001-1 1001-2

1001-4

PROPOSED ROOF

ACCESS, CONSTRUCTION

AND STAGING AREA.EXISTING F

IRE A

CCESS

GENERAL NOTESA. ALL FIRE LANES MUST REMAIN ACCESSIBLE DURING

CONSTRUCTION.

B. CONSTRUCTION ACCESS TO ROOF TO BE AS

INDICATED UNLESS OTHERWISE APPROVED BY

DISTRICT.

C. PROVIDE SAFETY PROTECTION FROM ALL PLAY

AREAS ADJACENT TO THE WORK.

D. SCHOOL MUST REMAIN IN SESSION DURING THIS

PROJECT. THE CONTRACTOR MUST LIMIT THE

IMPACT OF THIS PROJECT DURING IN SCHOOL

HOURS. 2 CLASSROOMS AT A TIME MAY BE

RENDERED UNUSABLE FOR ANY PROJECT RELATED

REASON (NOISE, FUMES, HVAC DISCONNECTION, ETC.)

WITH MIN. 3 DAY NOTICE TO DISTRICT.

E. CONTRACTOR RESPONSIBLE FOR ASSESSING

CONDITION OF SIDEWALKS AND STAGING AREAS,

AND ENSURE THEY ARE RETURNED TO ORIGINAL

CONDITION AT PROJECT COMPLETION, INCLUDING

THE REPLACEMENT, REPAIR OR CLEANING OF

DAMAGED SIDEWALKS AND LANDSCAPE AREAS.

F. OCCUPANT EGRESS AND PEDESTRIAN ACCESS MUST

BE ACCOMODATED THROUGHOUT PROJECT DURATION.

UNITS AND EQUIPMENT FRAME

STANDS TO BE REPLACED

WITH EQUIP. CURB. HATCH TO

BE RAISED TO

ACCOMMODATE NEW ROOF

HEIGHT.

CURBS TO BE RAISED TO MIN. 8"

ABOVE NEW ROOF HEIGHT. UNITS

AND ALL CONNECTED CONDUITS

TO BE RAISED AS REQUIRED.

1001-1 (7,650 SF)

1001-3 (10,860 SF)

1001-2 (4,196 SF)

1001-4 (6,190 SF)

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860



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07-26-19

Ajo HS Gym Roof...

11719661

SD01

REFERENCE SITE PLAN

AJO HIGH SCHOOL




100215001-1001-008--BRG

1" = 60'-0"

A9 SITE PLAN

N

NOT TO SCALE

12" = 1'-0"

N13 PHOTO 4 1001-412" = 1'-0"

N17 PHOTO 5 1001-3

12" = 1'-0"

J1 PHOTO 6 1001-112" = 1'-0"

J5 PHOTO 7 1001-112" = 1'-0"

J9 PHOTO 8 1001-212" = 1'-0"

J13 PHOTO 9 1001-412" = 1'-0"

J17 PHOTO 10 1001-2

12" = 1'-0"

N5 PHOTO 11 1001-112" = 1'-0"

N9 PHOTO 12 1001-112" = 1'-0"

N1 PHOTO 13 1001-1

TRUE

3/64" = 1'-0"

A1 ROOF AREA KEY PLAN


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1

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1 1

1

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1

1

2

2

2

2

3

3

3

2

2

2

2 2 2 2

A100

N1

A100N5

N

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N

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3

3333

3

3

3

N9A100

N9A100

KEYNOTES#

1. MAINTAIN EGRESS AT ALL TIMES.

2. LOCATION OF DOWNSPOUT DISCHARGE TO NEW

SIDEWALK SCUPPER.

3. CUT 3'-0" OPENING IN EXISTING CONCRETE

SIDEWALK.

NEW TUBE STEEL

SIDEWALK SCUPPER

3'-0"

NEW DOWNSPOUT

EXCAVATE & PROVIDE

24"x24"x12" AREA

W/COBBLE BELOW DRAIN

OUTLET DISCHARGE

EXISTING SIDEWALK

NEW SIDEWALK

EXISTING BUILDING

N17A100

OVERHANG

GRATED

NEW

GUTTER

NEW DOWNSPOUT

PAINTED TO MATCH

NEW TUBE STEEL

SIDEWALK

SCUPPER. SEE

N17./A100

3'-0"

8"x8"x1/4" MIN STEEL TUBE (A36)

w/ GRADE SLOPE. STEEL TUBE

SHALL BE GIVEN ONE COAT OF

PAINT OF SSPC PAINT NO. 5.

TOP OF STEEL TUBE TO BE

FLUSH WITH SIDEWALK

4"-1/2" HEXHEAD

BOLT WELDED

TO TUBE @ 24"

O.C. EACH SIDE

3/8" PREFORMED BITUMINOUS

JOINT FILLER

3,000 PSI CONC.

TOOLED EDGES BOTH

SIDES 1/8" RADIUS

SEALANT TYP.

4"

1'-0

"

8"

3'-0"

WELDED END

CLOSURE

PLATE, TYP.

6"x8" GRATED

OPENING IN TOP OF

8"X8" T.S. SCUPPER

0' - 0"

FIRST FLOOR

OPENING

8"FLO

W

6"6"X6" T.S. BOOT.

PAINTED TO MATCH.

PROVIDE GUTTER

BRACKETS @ 32" O.C.

20 GALV.

HIGH

CAPACITY

GUTTER

PAINTED5"X5" 20 GALV.

METAL DOWNSPOUT.

CONNECT TO STEEL

DOWNSPOUT PER

F21/A502

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860



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EMC2

EMW/JV

EMC2

07-26-19

Ajo HS Gym Roof...

11719661

A100

REFERENCE FLOOR PLAN

AJO HIGH SCHOOL




100215001-1001-008--BRG

3/32" = 1'-0"

A1 FLOOR PLAN

3/8" = 1'-0"

N1 TYP. PLAN @ SIDEWALK SCUPPER1/4" = 1'-0"

N5 OPENING @ EXISTING SIDEWALK3" = 1'-0"

N17 TYP. SECTION @ SIDEWALK SCUPPER3" = 1'-0"

N9 TYP. WALL SECTION @ DOWNSPOUT3" = 1'-0"

N13 TYP. SECTION @ GUTTER


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NOTE:

DIMENSIONS OF EXISTING BUILDING FOR GENERAL

REFERENCE. CONTRACTOR RESPONSIBLE TO VERIFY

ALL EXISTING DIMENSIONS.

SLO

PE

7/8" / F

T.

SLO

PE

7/8" / F

T.

SLO

PE

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PE

VAR

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SLO

PE

VAR

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SLO

PE

VAR

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SLO

PE

VAR

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SLO

PE

VAR

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SLOPE

1/8" / FT.

SLOPE

1/8" / FT.

3

1

2

2

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4

4

SLOPE

1/8" / FT.

5

5

ROOF 1001-1

DEMO. ROOF AREA +/- 7,473 SF

EXISTING DECK: SPRAY FOAM OVER SLOPED

STANDING SEAM MTL ROOFING ROOF 1001-2


EXISTING DECK: 4-PLY HOT BUILT-UP ROOFING

OVER PERLITE INSULATION OVER GYPSUM

SUBSTRATE

ROOF 1001-3


EXISTING DECK: SINGLE PLY PVC OVER FAN

FOLDED SEPERATOR BRD OVER 4-PLY HOT

BUILT-UP ROOFING OVER GYPSUM PANEL

SUBSTRATE

ROOF 1001-4


EXISTING DECK: 4-PLY HOT BUILT-UP ROOFING

OVER PERLITE INSULATION OVER GYPSUM

SUBSTRATE

6

2

GENERAL NOTES

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR

VERIFYING & COORDINATING ALL DIMENSIONS W/

THE ARCHITECT, SUPPLIERS & SUBCONTRACTORS

PRIOR TO THE COMMENCEMENT OF WORK.

B. REMOVAL AREA AND VOLUME IS BASED ON EXISTING

DRAWINGS AND LIMITED SITE INVESTIGATION. IT

IS THE CONTRACTORS RESPONSIBILITY TO

DETERMINE ACTUAL DISPOSAL VOLUMES AND

WEIGHTS PRIOR TO BID.

C. CONTRACTOR IS RESPONSIBLE FOR "DRYING IN"

ALL ROOFING AREAS REMOVED AT THE END OF EACH

DAY, AND IS RESPONSIBLE FOR REPAIRING OR

REPLACING ANY DAMAGED INTERIOR FINISHES OR

EQUIPMENT AS A RESULT OF THE PROJECT WORK.

D. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP

EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL

PROPERLY FLASHED, SEALED AND WEATHER TIGHT.

E. CONTRACTOR IS RESPONSIBLE TO MONITOR

INTERIOR AND REVIEW FOR SAFETY ALL SPACES

THAT COULD POTENTIALLY BE AFFECTED BY THE

REMOVAL PROCESSES ABOVE. ALL AFFECTED SHALL

BE REPAIRED TO ORIGINAL STATE. DUST AND

DEBRIS THAT VIBRATE DOWN TO INTERIOR SPACE

SHALL BE CLEANED TO ORIGINAL STATE BEFORE

STUDENTS OCCUPY.

F. IF EXISTING DUCTWORK OR CONDUIT IS TO

REMAIN, THE CONTRACTOR MUST TAKE PRECAUTIONS

NOT TO DAMAGE ANY OF THE EXISTING DUCTWORK,

CONDUIT, AND WIRES IN ANY WAY DURING THE

DEMOLITION OF THE EXISTING ROOFING

MATERIALS. ANY DAMAGE TO COMPONENTS THAT ARE

INTENDED TO REMAIN SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

DEMO KEY NOTES#

1. FULLY REMOVE SPRAYFOAM ROOFING TO STANDING

SEAM METAL ROOF.

2. FULLY REMOVE BUILT UP ROOFING SYSTEM AND

FIBERBOARD TO SUBSTRATE.

3. FULLY REMOVE PVC AND BUILT UP ROOFING

SYSTEMS TO SUBSTRATE.

4. EXISTING FLUE PIPE THRU ROOF TO BE REMOVED

PRIOR TO NEW ROOF INSTALLATION AND REMOVE

ABANDONED HEATING UNIT MOUNTED BELOW ROOF

STRUCTURE IN GYMNASIUM.

5. REMOVE EXISTING EVAP. COOLER.

6. EXISTING EVAP. COOLER TO REMAIN.

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860



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/20

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EMC2

EMW/JV

EMC2

07-26-19

Ajo HS Gym Roof...

11719661

A500

DEMO ROOF PLAN

AJO HIGH SCHOOL




100215001-1001-008--BRG

3/32" = 1'-0"

A1 ROOF PLAN - DEMO


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GENERAL NOTES

A. REMOVE ALL UNUSED OR ABANDONED EQUIPMENT

AND FIXTURES. VERIFY WITH DISTRICT.

B. ALL CONDUIT AND PIPING TO BE SUPPORTED MIN.

3.5" ABOVE FINISHED ROOF WITH PRE

MANUFACTURED PIPE STANDS. SPACE SUPPORTS AT

MFR. SPECIFIED SPACING.

C. EXISTING DECKING IS ASSUMED TO BE WOOD U.N.O.

D. MFR. RECOMMEND 8" MIN. CURB AT MECHANICAL

UNITS. CONTRACTOR TO PROVIDE PROPER

CLEARANCE OF ALL UNITS TO MAINTAIN MFR.

WARRANTY.

E. ANY EXISTING ELECTRICAL AND LOW VOLTAGE

PATHWAYS AND COMPONENTS THAT ARE

DISCONNECTED FOR THIS PROJECTS TO BE RE-

INSTALLED PER CURRENT CODE. COORDINATE ANY

REVISED PATHWAY LOCATION WITH ALL OTHER

TRADES.

F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR

VERIFYING & COORDINATING ALL DIMENSION

W/THE ARCHITECT, SUPPLIERS & SUBCONTRACTORS

PRIOR TO THE COMMENCEMENT OF WORK AND

PRIOR TO BID.

G. ANY MISCELLANEOUS WOOD BLOCKING, NAILERS,

ETC. TO BE FIRE RETARDANT TREATED WOOD.

H. CONTRACTOR SHALL ENSURE THAT ALL ROOF TOP

EQUIPMENT PENETRATIONS AND SIDEWALLS ARE ALL

PROPERLY FLASHED, SEALED AND WEATHER TIGHT.

I. ALL PERMANENT PIPE SUPPORTS AND OTHER

PENETRATIONS TO BE PROPERLY FLASHED PRIOR

TO APPLICATION OF NEW COATING.

J. WHERE IT IS NECESSARY TO DISCONNECT A

MECHANICAL UNIT FOR THIS WORK, IT SHALL BE

DONE AFTER SCHOOL HOURS.

K. CONTRACTOR TO FENCE OFF OR PROVIDE

ADEQUATE SAFETY MEASURES TO SEPARATE PROJECT

RELATED AREAS AND SCHOOL AREAS. SCHOOL MUST

REMAIN IN OPERATION DURING THE CONSTRUCTION

PROCESS.

L. PHOTOS USED ARE FOR REFERENCE ONLY AND

REPRESENT A PAST EXISTING CONDITION.

CONTRACTOR TO VERIFY ALL CURRENT CONDITIONS

PRIOR TO BID.

NOTE:

DIMENSIONS OF EXISTING BUILDING FOR GENERAL

REFERENCE. CONTRACTOR RESPONSIBLE TO VERIFY ALL

EXISTING DIMENSIONS.

AC UNIT

AC UNIT

A/H-3

EVAP. TO REMAIN

A/H-1

J17A502

N

TRUE

N

PLAN

SLO

PE

7/8" / F

T.

SLO

PE

7/8" / F

T.

SLO

PE

VAR

IES

SLO

PE

VAR

IES

SLO

PE

VAR

IES

SLO

PE

VAR

IES

SLO

PE

VAR

IES

SLO

PE

VAR

IES

SLOPE

1/8" / FT.

SLOPE

1/8" / FT.

4

3

2

2

AC UNIT

AC UNITAC UNITAC UNIT

A/H-4

A/H-2

6

6

2

6 8

8

6

5

6

J17A502

F21A502

Sim

ROOF 1001-1

NEW ROOF AREA +/- 7,473 SF

ROOF 1001-2


ROOF 1001-3

NEW ROOF AREA +/- 10,847 SFROOF 1001-4


SLOPE

1/8" / FT.

5

1

1

1

7

HATCHING INDICATES HIGH TRAFFIC

SERVICE AREA PROTECTION REQUIRED.

ROOF PLAN KEY NOTES#

1. EXISTING DUCTWORK TO BE RAISED OFF ROOF

SURFACE AND RE-INSTALLED AFTER RE-ROOFING HAS

BEEN COMPLETED.

2. NEW BUILT-UP ROOFING.

3. EXISTING ROOF TO HAVE NEW ROOFING SYSTEM

INSTALLED WITH INSULATING FOAM BETWEEN

COREGATED METAL ROOF SECTIONS AND

INSULATION BOARD WITH SPRAY FOAM SYSTEM

OVER TOP.

4. NEW 4 PLY COLD APPLIED BUILT-UP ROOF WITH NEW

SINGLE PLY PVC MEMBRANE.

5. HIGH TRAFFIC WALK PAD TYPICAL.

6. EXISTING ROOFTOP MECHANICAL UNITS TO BE

MINIMUM 8" ABOVE NEW ROOF.

7. NEW RAIN GUTTER AND DOWNSPOUT. REFER TO

DETAIL N9/A100, F21/A502.

8. NEW RAIN GUTTER AND DOWNSPOUT. REFER TO

DETAIL N9/A100, J17/A502.

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860



As indicated

9/9

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EMC2

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07-26-19

Ajo HS Gym Roof...

11719661

A501

ROOF PLAN

AJO HIGH SCHOOL




100215001-1001-008--BRG

3/32" = 1'-0"

A1 ROOF PLAN NEW

1/2" = 1'-0"

N9 BLDG 1001-41/2" = 1'-0"

N13 BLDG 1001-11/2" = 1'-0"

N17 BLDG 1001-2


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ANCHOR INTO

EXIST. MASONRY

WALL @ 36" O.C.

5"x5" OPENING

SPLASH BLOCK

5"1" MIN.

METAL DOWNSPOUT,

PAINTED.

5"

FL

OW

FLOW

GALV. METAL COPING

W/ A FIELD PAINT

FINISH

CMU WALL

CONTINUOUS

CLEAT ANCHORED

AT 24" O.C.

ANCHOR AT SLOTTED

HOLES AT 24" O.C.

SLOPE TO ROOF TREATED

WOOD NAILER

4"

SLOPE

6"

6"

PREFINISHED 24 GA.

GUTTER W/ SUPPORT

BRACKETS @ 36" O.C.

FIELD PAINT FINISH OPTIONAL

FACE OF FASCIA

WHERE OCCURS

EXIST. ROOF DECK

ROOFING ASSEMBLY

EXIST. GRAVEL STOP FLASHING.

BEND AS REQUIRED TO FACILITATE

GUTTER INSTALLATION

GUTTER

SPACER

@ 36" O.C.

EXIST. FLASHING TO REMAIN. BEND

IN PLACE AS REQUIRED TO REMOVE

& RE-INSTALL MTL FASCIA PANELS.

RE-SECURE W/ SURFACE

SCREW/RUBBER WASHER. FIELD

PAINT FLASHING TO MATCH FASCIA

PANELS.

NEW SUBSTRATE BD.

TRIM & SECURE TO EXIST.

MTL. SOFFIT

CONT. SEALANT, TYP.

RE-INSTALL SALVAGED MTL.

FASCIA PANELS; OPEN SEAM

ORIENTED DOWNWARD.

CONCEAL FASTENERS, TYP.

CONCEAL TOP FASTENER

PRE-FINISHED 24 GA. FASCIA-TO-

SOFFIT CONT. EDGE TRIM. EXPOSED

FASTENERS AS REQUIRED.

A A

A - A

2'-0" MAX.

2'-0" M

AX.

12 F

T. M

AX.

GALV. COPING W/ A FIELD

PAINT FINISH

BUTT SEAM WITH BACK-UP

PLATE @ EXPANSION JT.

MECHANICAL FASTENERS

ONE SIDE

SOLDER CORNER JOINTS

OVERLAP & SEAL COPING

SEAMS, TYP.

BUTT SEAM WITH

BACK-UP PLATE

@ EXPANSION JT.

4"x4" HEAVY

GAUGE METAL

DOWNSPOUT, PTD.

5"x5" TUBE STEEL

BOOT, PTD.

2"

MIN

.

LAP

7'-4"

SEAL ALL

SIDES, TYP.

SALVAGED MTL. PANELS

RE-INSTALLED

FRONT EDGE OF

STANDING SEAM, TYP.

NEW SUBSTRATE BD.

CONT. SEALANT @ PANEL

TERMINATION(S)

24 GA. PRE-FINISHED

CORNER TRIM

1/2" M

IN.

A9A502

Sim

A100

N13

A100

N9

TOP, MID & BOTTOM SUPPORT.

3"x3/16" 3-SIDEDBENT PLATE.

EXPAN. ANCHOR INTO CMU &

WELD BOTH SIDES BOOT.

NEW 4" CONC. SIDEWALK SECTION

EXISTING

BUILDING

0' - 0"

6"x6" T.S. BOOT

PAINTED

7'-4"

5"X5" 20 GA. GALV. METAL D.S.

PAINTED

PROVIDE 20 GA. GALV

STRAPPING TO SUPPORT

HORIZONTAL DOWNSPOUT

@ 32" O.C. MIN.

LAP 2" MIN. & SEAL ALL GAPS,

4 SIDES

EXISTING ROOF

7'-4"

TOP, MID & BOTTOM

SUPPORT. 3"x3/16" 3-

SIDEDBENT PLATE.

EXPAN. ANCHOR

INTO CMU & WELD

BOTH SIDES BOOT.

EXISTING

BUILDING

6"x6" T.S. BOOT

PAINTED

5"X5" 20 GA. GALV.

METAL D.S. PAINTED

PROVIDE 20 GA.

GALV STRAPPING

TO SUPPORT

HORIZONTAL

DOWNSPOUT @ 32"

O.C. MIN.

LAP 2" MIN. & SEAL

ALL GAPS, 4 SIDES

EXISTING ROOF

NEW 4" CONC.

SIDEWALK SECTION

A100

N9 Sim

A100

N13 Sim

A100

N1 Sim

EXISTING MANSARD

ROOFING

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

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Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860



As indicated

5/3

0/2

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EMC2

EMW/JV

EMC2

05-17-19

Ajo HS Gym Roof...

11719661

A502

PROJECT DETAILS

AJO HIGH SCHOOL




100215001-1001-008--BRG

3" = 1'-0"

A13 DOWNSPOUT TO SPLASHBLOCK3" = 1'-0"

A1 ROOF COPING CAP

3" = 1'-0"

E17 NEW ROOF GUTTER

1 1/2" = 1'-0"

A9 METAL FASCIA DETAIL3/4" = 1'-0"

A5 COPING EXPANSION JOINT3" = 1'-0"

A17 DOWNSPOUT TRANSITION

3" = 1'-0"

E13 METAL FASCIA CORNER TRIM

1/2" = 1'-0"

J17 TYP. SECTION @ DOWNSPOUT

1/2" = 1'-0"

F21 TYP. SECTION @ DOWN SPOUT


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r ajo high school · ajo, az 85321 phone: (520) 387-5618 contact: facilities ajo high school true #...

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