room name highway 264 - sps+ architects · metal lath masonry lintel millimeter masonry opening ......

ADDRESS:GANADO HIGH SCHOOLHIGHWAY 264BURNSIDE, ARIZONA 86505

OWNER INFORMATION:GANADO UNIFIED SCHOOL DISTRICT NO. 20P.O. BOX 1757GANADO, ARIZONA 86505

CONTACT:NAME: WILLIAM 'LENNY' ALLSBROOKSPHONE: 928-755-1011EMAIL: [email protected]

DESIGN:SPS+ ARCHITECTS, L.L.P.CONTACT: BILL PITTENGERPHONE: 480-991-0800EMAIL: [email protected]

CODES AND DESIGN STANDARDS:ADOPTED STATE FIRE CODE2012 INTERNATIONAL FIRE CODE WITH ARIZONA STATE FIRE MARSHALL

AMENDMENTS2009 INTERNATIONAL BUILDING CODE2006 INTERNATIONAL EXISTING BUILDING CODE2009 INTERNATIONAL ENERGY CONSERVATION2009 INTERNATIONAL MECHANICAL CODE2008 NATIONAL ELECTRICAL CODE

OCCUPANCY GROUP:TYPE - E (EDUCATIONAL)CONSTRUCTION TYPE:II-B (EXISTING)

o

G

CMU CONCRETE MASONRY UNIT

DET DETAIL

DRINKING FOUNTAIN

DEAD LOAD

DOWN

DOWNSPOUT

DRYWALL

DIAMETER

DIMENSION

DRAWING

DIAGONAL

DISPENSER/DISPOSAL

DRAWER

(NOT REFRIGERATED)

DW

DWG

DWR

DIM

DISP

DL

DN

DS

DF

DIA

DIAG

DOUBLE

CONTRACT (OR)

CLEANOUT

CEMENT PLASTER

CLASSROOM

CERAMIC TILE

COPPER

COLD WATER

CUBIC YARD

CENTER TO CENTER

CONCRETE

CONSTRUCTION

CONTINUOUS

CARPET

CENTER

COUNTERSINK

D

DBL

CW

C.Y.

CT

CU

CtoC

CTR

CTSK

CONT

CP

CR

CONTR

CPT

CO

COL

CONC

CONST

HEATING/VENTILATING/

INCLUDE (D) (ING)

HOT WATER

INSIDE DIAMETER

INTERIOR

INVERT

INSULATION

INSULATING STUD SYSTEM

AIR CONDITIONING

INT

INV

INSUL

ISS

I

HW

ID

INCL

HEATER

GAGE

GALVANIZED IRON

GLASS

GLUE LAMINATED BEAM

GYPSUM

GALVANIZED

HOSE BIBB

HOLLOW CORE

HEAVY DUTY

HOLLOW METAL

HEIGHT

HARDWARE

HARDENER

HANDICAPPED

HARDWOOD

HORIZONTAL

HC

HM

HT

HTR

HVAC

HORIZ

HD

HDW

HDCP

HDWD

GLB

H

GYP

HB

HARD

GA

GI

GL

GALV

PNL PANEL

PAIR

POINT

PRESTRESSED CONCRETE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH

PARTITION

POLY-VINYL CHLORIDE

PROPERTY

PAVEMENT

QUARRY TILE

Q

QT

PT

PSI

PTN

PVC

PVMT

PR

PSC

PSF

PROP

PERFORATE (D)

PREFABRICATE (D)

OPEN-WEB JOIST

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

OVERHANG

OPENING

OPPOSITE

PAINT

PLATE

PLASTIC LAMINATE

PARTICLE BOARD

PRECAST CONCRETE

PLASTER

PERIMETER

PLUMBING

PLYWOOD

PBD

PL

PLUMB

PLYWD

P.L.

PLAS

PFG

PCC

PERF

PERIM

P

OPG

OPP

P

O.C.

OD

OH

O.H.

OJ

BM BEAM

CLEAR (ANCE)

BENCHMARK

BOTTOM

BEARING

BOTH SIDES

BUILT-UP ROOF

CHALKBOARD

CUBIC FOOT

CAST IRON

CONSTRUCTION/CONTROL JOINT

CENTER LINE

CENTIMETER

CABINET

CERAMIC TILE BACKING BOARD

CEMENT

CEILING

CJ

L

C

CM

CLG

CLR

C.F.

CI

CBB

CEM

C

CAB

BUR

CB

B.M.

BOT

BRG

B.S.

BLOCK (ING)

ARCHITECT (URAL)

ALTERNATE (IVE)

ACOUSTIC (AL)

ACRE

ANCHOR BOLT

AGGREGATE BASE COURSE

AIR CONDITIONING

ACOUSTICAL CEILING PANEL

ACOUSTICAL TILE (APPLIED)

ADDITIVE

ABOVE FINISHED FLOOR

ALUMINUM

ACCESS PANEL

BOND BEAM, BASE BID

BUILDING

(LAY-IN)

ADD

ARCH

BLK (G)

B

BB

BLDG

AFF

ALT

AL

AP

A/C

ACP

ACT

A

A

AB

ABC

AC

FA FIRE ALARM

FURRED (ING)

FLOOR (ING)

FINISH CONCRETE MASONRY

FIRE RATED GYPSUM BOARD

FLOOR DRAIN

FIRE EXTINGUISHER

FINISH FLOOR

FIRE HYDRANT

FULL SIZE

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FOOTING

FUTURE

FABRIC WALLCOVERING

FIRE RATED BAXBOARD

UNITS (SEE SPECS)

FTG

FUR (G)

FUT

FWC

FS

FIN

FLR

FRBB

FF

FH

FEC

FGB

FHC

FD

FE

FCMU

EXIST (ING)

ELECTRIC (AL)

EACH WAY

EACH

EXPANSION JOINT

ELEVATION

EQUAL

EPOXY TERRAZZO

ELECTRIC DRINKING

ENGINEER

EXHAUST

EXPOSED

EXTERIOR

ELEVATOR

EMERGENCY

EQUIPMENT

FOUNTAIN (REFRIGERATED)

ENG

EXH

F

EXP

EXT

EXTG

ET

EQ

EW

EQUIP

EL

ELEC

ELEV

EMER

E

EA

EJ

EDF

METAL LATH

MASONRY LINTEL

MILLIMETER

MASONRY OPENING

MODULAR

MOUNTING

MISCELLANEOUS

MULLION

NOT APPLICABLE

NATURAL

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

OBSCURE

N/A

NRC

O

NTS

O.A.

OBS

NAT

NIC

NO.

NOM

N

MOD

MTG

MULL

M.L.

ML

MM

MO

MISC

METER

MACHINE BOLT

MINERAL CORE

MANHOLE

MASONRY

MAXIMUM

MEDIUM DENSITY OVERLAY

MEDIUM

METAL

MANUFACTURER

MINIMUM

MECHANICAL

JOINT

JANITOR

JOIST

KNOCKOUT

MAX

MED

MH

MET

MFR/MFC

MIN

MC

MB

MDO

MECH

K

M

M

MAS

KO

J

JT

JAN

JST

PLATEPL

S.R. SOUND RETARDING

TELTELEPHONE

TEMPERATURE/TEMPERED

THICK (NESS)

TOILET TISSUE (DISPENSER)

TELEVISION

TERRAZZO

TOP OF CURB

TOP OF FOOTING

TOP OF MASONRY

TOP OF PAVEMENT

TOP OF WALL

TYPICAL

TV

T.O.F.

TT

T.O.M.

T.O.P.

T.O.W.

TER

THK

T.O.C.

TEMP

STRUCTURE (AL)

STANDARD

SERVICE SINK

STAINLESS STEEL

SHEET VINYL

SOUND TRANSMISSION

STEEL

STORAGE

SUBSTRATE

SYMMETRICAL

SYNTHETIC

SYSTEM

TREAD

TACKBOARD

TOP & BOTTOM

TONGUE & GROOVE

COEFFICIENT

T

T.B.

T&B

T&G

T

SV

SYM

SYN

SYS

STD

STRUCT

STL

STO

SUB

S/S

SS

STC

PROPERTY LINE

ROUND

AT

SQUARE

P.L.

Ø

@

U

R

REV REVISE (D) (S) (SION)

RIGHT-OF-WAY

RATING

RUBBER

RUBBER VENT COVE

SOLID CORE

STORM DRAIN

SQUARE FOOT

SAFETY GLASS

STAVED LUMBER

SHEET METAL

SQUARE

SECTION

SHEET

SIMILAR

SPEAKER

SPECIFICATION

SCHEDULE

SL

SPK

SM

SQ

SPEC

SIM

SF

SG

SHT

S

SC

SD

SEC

SCHED

ROW

RTG

RUB

RVC

REINFORCE (D) (ING)

RADIUS

RETURN AIR (REGISTER)

ROOF DRAIN

RIGHT HAND

ROOM

ROUGH OPENING

RADIUS POINT

RUBBER TREAD

RUBBER TILE

REINFORCED CONCRETE PIPE

REFERENCE

REGISTER

RESILIENT

RETURN

REDWOOD

REFRIGERATOR

REQUIRED

REFR

RES

RET

REINF

REQD

R.O.

RP

RT

RDWD

RD

RH

RM

REF

REG

R

RA

RBT

RCP

W/O

WITHOUT

WATER CLOSET

WOOD

WIRE GLASS

WATER HEATER

WATERPROOFING

WATER RESISTANT

WEIGHT

WINDOW

WELDED WIRE FABRIC

WAINSCOT

SYMBOLS USED AS ABBREVIATIONS

ANGLE

CENTERLINE

CHANNEL

PENNY

C

[

d

L

WWF

WH

WP

WR

WT

WSCT

WC

WD

WG

WDO

WIDE; WIDTH

V-JOINT (ED)

UNDERWRITERS LABORATORY

URINAL

UNIT VENTILATOR

UNIFORM BUILDING CODE

UNFINISHED

UNLESS NOTED OTHERWISE

VARIES

VAPOR BARRIER

VERTICAL GRAIN

VINYL COMPOSITION TILE

VINYL GYPSUM BOARD

VERTICAL

VESTIBULE

WITH

VGB

W

W/

VJ

W

VG

VCT

VERT

VEST

UR

V

UV

V

VB

UBC

UL

UNF

UNO

ADA(AG) AMERICAN W/ DISABILITIES ACT

(ACCESSIBILITY GUIDELINES)

FIBERGLASS REINFORCED PANELFRP

SUSP SUSPENDED

SCHEDULE ABBREVIATION (UNIQUE)

K KRAFT PAPER (CORE)

PC PARTICLE BOARD (CORE)

P# PAINT NUMBER PER

SPECIFICATION

M PAN METAL CEILING PANEL

703 INSULATION BOARD

(TYPE 703)

NUBBY FIBERGLASS CEILING PANEL

(NUBBY)

FIBERGLASSFGL

OGEEOG.

COLD ROLLED CHANNELCRC

CAST-IN-PLACEC.I.P.

COLUMN

TYP

TUBE STEELT.S.

SQ

TOOLED JOINTT.J.

IS DRAWN

WALL SECTION

INTERIOR ELEVATION

BUILDING SECTION

ROOM NUMBER OR

SPACE NUMBER

WALL TYPE

EQUIPMENT NUMBER

DOOR NUMBER

COLUMN REFERENCE

SHEET ON WHICH DETAIL

DETAIL

GRIDS

REVISIONS

WINDOW TYPE

KEYED NOTES

EQUIP. & FURNISHINGS

DESIGNATION.

1

A

1

A

1

100

NAME

ROOM

A

1

DEMOLITION

KEYED NOTES

INTERIOR / EXTERIOR

STUD WALL

INTERIOR / EXTERIOR

MASONRY WALL

EXTERIOR MASONRY

WALL WITH INTERIOR

FURRING

N

H

I

G

H

W

A

Y

2

6

4

HIG

HW

AY

264

o

o

I

N

D

I

A

N

R

T

E

1

5

SCOPE OF THIS PROJECT IS TO RE-SEAL WEATHER TIGHT THE EXTERIOR WALLSAND SOFFITS OF THE EXISTING HIGH SCHOOL THIS WOULD INCLUDE ALLFENESTRATIONS WITHIN THE EXISTING WALLS TO BE SEALED WEATHER TIGHT.

SCOPE OF PROJECT INCLUDES EIFS REPLACEMENT, EXISTING STUCCO REPAIR,NEW TEXTURED ACRYLIC INTEGRAL COLOR FINISH COATING OVER ALLEXISTING STUCCO SURFACES, PAINTING, NEW GLAZING, REPAIR AND RESEALEXISTING GLAZING, RETROFIT OPENINGS WITH NEW FLASHING, NEW WINDOWFRAMES WHERE NOTED, RE-SET EXISTING WINDOW FRAMES WHERE NOTED ANDNEW DOORS WHERE INDICATED, TO THE EXISTING GANADO HIGH SCHOOLMAIN BUILDING.

SCOPE OF PROJECT TO ALSO INCLUDE THE COORDINATION WITH DISTRICT'SMOLD ABATEMENT CONTRACTOR TO REMOVE MOLD FROM DESIGNATEDEXTERIOR WALLS FROM THE INTERIOR SIDE OF WALL. WORK UNDER THISCONTRACT WILL INCLUDE THE RE-CONSTRUCTION OF THE INTERIOR SIDE,EXTERIOR WALLS ONCE AREA IS FREE OF MOLD CONTAMINATION.

REPAIRS TO INCLUDE DEMOLITION AS INDICATED ON DRAWINGS ANDREPAIR/REPLACEMENT AS REQUIRED BY CONDITION AND AS INDICATED ONDRAWINGS AND AS SPECIFIED.

REFER TO SPECIFICATIONS AND CONSTRUCTION DOCUMENTS FOR AREAS OFBUILDING REPAIR, EIFS REPAIR OR REPLACEMENT, TEXTURED ACRYLIC FINISHES,AND FLASHING.

REFER TO ADDITIVE BIDS FOR ADDITIONAL PROJECT SCOPE ITEMS.

GANADO HIGH SCHOOLEXTERIOR STUCCO, FENESTRATION REPAIRS AND

INTERIOR ENVELOPE IMPROVEMENTS

1. G101 - COVER SHEET

2. AD101 - DEMOLITION FLOOR PLAN3. AD102 - DEMOLITION FLOOR PLAN4. AD103 - DEMOLITION CLERESTORY AND ROOF PLAN5. AD104 - DEMOLITION CLERESTORY AND ROOF PLAN6. AD201 - OVERALL EXTERIOR ELEVATIONS7. A101 - NEW CONSTRUCTION FLOOR PLAN8. A102 - NEW CONSTRUCTION FLOOR PLAN9. A103 - NEW CONSTRUCTION CLERESTORY AND ROOF PLAN10. A104 - NEW CONSTRUCTION CLERESTORY AND ROOF PLAN11. A201 - OVERALL EXTERIOR ELEVATIONS12. A202 - EXTERIOR ELEVATIONS13. A203 - EXTERIOR ELEVATIONS14. A301 - DETAILS15. A302 - DETAILS

THIS DRAWING IS AN INSTRUMENTOF SERVICE & IS THE PROPERTY OF

SPS+ARCHITECTS LLP & MAY NOT BEREPRODUCED OR REPRODUCTIONS

HEREOF USED WITHOUT WRITTENPERMISSION.

SPS+ ARCHITECTS LLPSCOTTSDALE, AZ 85258TEL: 480.991.0800FAX: 480.991.2623spsplusarchitects.com

GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

ARCHITECT: SPS+ ARCHITECTS, L.L.P.8681 E. VIA DE NEGOCIO,SCOTTSDALE AZ 85258PHONE: 480-991-0800

2

6

4

ARIZONA 264, BURNSIDE, ARIZONA 86505

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\G

101-

CO

VER

SHE

ET.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

CO

VER

SHE

ET

1 OF 15

ADDITIVE BID ALTERNATE NO. 1: DOCUMENT AND RECREATE "FREESTYLE"PAINTED LOGO ADJACENT TO MAIN ENTRY,AND PAINTED GRAPHICS IN GYMNASIUM.

ADDITIVE BID ALTERNATE NO. 2: PATCH, REPAIR AND RE-PAINT SCREENWALLS WHERE INDICATED ON DRAWINGS.PATCH REPAIR, AND REPAINT TRELLIS WHEREINDICATED ON DRAWINGS.

ADDITIVE BID ALTERNATE NO. 3: REMOVE, DISPOSE EXISTING ACOUSTIC TILESUSPENDED CEILINGS AND INSTALLACOUSTIC TILE NEW CEILINGS AT ALLINTERIOR CEILING SPACES WHEREINDICATED ON DRAWINGS.

ADDITIVE BID ALTERNATE NO. 4: PATCH, REPAIR AND APPLY NEW ACRYLICINTEGRAL COLORED STUCCO ALL EXTERIORWALLS OF NORTH ADDITION AS SHOWN ONDRAWINGS.

ADDITIVE BID ALTERNATE NO. 5: NEW INTERIOR CONTROL JOINTS AT BARRELVAULT CEILINGS. INSTALL INTERIORCONTROL JOINTS IN ALL CORRIDORS ASDIRECTED BY ARCHITECT. FOR BIDDINGPURPOSE PROVIDE MATERIAL ANDINSTALLATION COST FOR TOTAL 1800 LF OFCONTROL JOINTS.

TO

WINDOW

ROCK

TO

I-40

TO CHINLE

TO

GREASEWOOD /

I-40

TO

TUBA

CITY

BURNSIDE

GANADO

1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXISTING CONDITIONS PRIOR TO BID. IF ANY DISCREPANCIES, INCONSISTENCIES OROMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING FORCLARIFICATION PRIOR TO BID.

2. GENERAL CONTRACTOR TO VERIFY ON SITE QUANTITIES OF MATERIAL ANDLABOR TO COMPLETE ALL WORK PRIOR TO BIDDING. DRAWINGS, PLANS, ANDELEVATIONS ARE PROVIDED ONLY AS A GENERAL GUIDE TO LOCATIONS OFWORK. NOTIFY ARCHITECT IN WRITING IF ANY DISCREPANCIES EXIST FORCLARIFICATION.

3. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON WRITTENDIMENSIONS AS GIVEN. ALL DIMENSIONS SHALL BE VERIFIED BY CONTRACTORAND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. IFDISCREPANCIES ARE FOUND THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIN WRITING FOR CLARIFICATION PRIOR TO BID.

4. GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARYMEASUREMENTS TO PROTECT THE PUBLIC FROM CONSTRUCTION ANDADJACENT PROPERTIES FROM DAMAGE DUE TO THE CONSTRUCTION.

5. ACCESSIBILITY: THE FACILITY SHOWN ON THESE DRAWINGS WHERE DESIGNEDTO THE BEST OF OUR KNOWLEDGE AND INFORMATION, IN ACCORDANCEWITH THE AMERICAN WITH DISABILITIES ACT AND ACCESSIBILITY STANDARDS.

6. WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES.

7. WHEN WORK NOT SPECIFICALLY CALLED OUT, OR IF WORK IS REQUIRED TOCOMPLETE THE PROJECT, OR INDIVIDUAL PORTIONS OF THE PROJECT, IT SHALLBE PROVIDED AND SHALL BE OF THE BEST MATERIALS AND WORKMANSHIP.

8. THE OWNER WILL UTILIZE SEPARATE CONTRACTORS, MOLD ABATEMENTCONTRACTOR, ROOFING CONTRACTOR AND ENVIRONMENTALCONSULTANT DURING THE COURSE OF CONSTRUCTION. THE GENERALCONTRACTOR, IS TO COMMUNICATE AND COORDINATE WORK SCHEDULEDWITH OWNER, ARCHITECT, AND OWNERS SEPARATE CONTRACTORS TO INSURENON-CONFLICT OF WORK AND SCHEDULES.

9. DETAILS ARE TYPICAL OR SIMILAR THROUGHOUT PROJECT - MODIFY ASREQUIRED TO ACCOMMODATE SPECIFIC CONDITION.

10. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURETREATED WITH AN APPROVED PRESERVATIVE.

11. FINAL CLEANUP AND DISPOSAL: REMOVE DEBRIS, RUBBISH AND WASTEMATERIAL FROM THE SITE TO A LAWFUL DISPOSAL AREA AND PAY ALLHAULING AND DUMPING COST. CONFORM TO PERTAINING FEDERAL, STATE,AND LOCAL LAWS, REGULATIONS AND ORDERS UPON COMPLETION OFWORK. ALL CONSTRUCTIONS AREAS SHALL BE LEFT VACCUM-CLEAN ANDFREE FROM DEBRIS. CLEAN ALL DUST, DIRT, STAINS, AND MARKS, PAINT, SPOTS,DROPPINGS, AND OTHER BLEMISHES.

12. GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY SERVICES, LABOR ANDEQUIPMENT NECESSARY FOR SATISFACTORY COMPLETION OF WORK.CONTRACTOR TO ENSURE COMPLIANCE WITH APPLICABLE DUST CONTROLAND "NESHAP" REQUIREMENTS.

13. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ANDINFORMATION.

14. MAINTAIN SERVICES TO FACILITY. COORDINATE WITH ANY FORESEENINTERRUPTIONS AND APPROVAL WITH OWNER. ANY UNFORESEEN DISRUPTIONSMUST BE RE-ESTABLISHED IMMEDIATELY AND NO LATER THAN 24 HOURS.

15. COORDINATE WORK SCHEDULES AND CONSTRUCTION ACTIVITIES WITHOWNER SO AS TO MINIMIZE IMPACT WITH SCHOOL ACTIVITIES.

11

1

1

HITYP.

HITYP.

TYP.TYP.

6

E107

D232

D214

B130 B129

127

128

125

157

121120

115

112

116117

107108

103

106

102

101104

122

122

105

110-111

114113

118

124

126

131129

130

139

146

141 142 143

145

105

148

144

149

153

150

155

151CAFETERIA

136LIBRARY

B147B148

B110

B102

B103

B105

B108

B114

B113

B115

B116

B121

B120

B119

B112

B111B117B113

B107

B106

B109

B126B127

B125

B124

B123 B122B146 B145

B143

B142

B139

B134

B137

B132

B133B135

B138

C151

C152

C150

C146

C147C145

C143

C144

C141C142

C140

C139

C137C138

C130

C128

C129

C132

C101

C102

C105

C126

C122

C120

C123

C119

C117

C138

C109

C111

C115

C113

C112

C106

C104

C133GYMNASIUM

C127

C125

C124

C121

C149C103

C107

C108

C116

C118

C131

C114

C134

C135

TYP.

10

TYP.

10

TYP.

10

TYP.

10

TYP.

8 TYP.

8

TYP.

8

TYP.

8

TYP.

9

TYP.

2

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

8

TYP.

9

TYP.

9

TYP.

9

TYP.

99

TYP.

9

TYP.

9

TYP.

9

TYP.

9

TYP.

5

7

3 33

TYP. TYP. TYP.

3

TYP.

3

TYP.

3

TYP.

3

TYP.

3

TYP.

3

TYP.3

TYP.

3

TYP.3

TYP.

3

TYP.

3

TYP.

3

TYP.

9

EJ

EJ

EJ

EJ

11

9 9

9

TYP.

TYP.

TYP.

4

4

1

1

8

1

3

TYP.

3

TYP.

7

TYP.

123

EJ

EJ

DS

DS

DS

EJ

EJDS

DS

DS

5

5

5

12TYP.

12TYP.

12TYP.

12

TYP. 4SIM.

MATCH LINE

MATCH LINEA. SEE GENERAL NOTES SHEET G101.B. REMOVE AND DISPOSE OF ALL EXISTING SUSPENDED

CEILING TILES AT ALL INTERIOR SPACES PER ADDITIVE BIDNO 3. EXISTING SUSPENDED GRID TO REMAIN. REMOVEALL TAPE, PAINT, DIRT, MARKINGS, AS CAN BE REMOVEDFROM EXISTING GRIDS. EXISTING GRIDS ARE TO REMAIN.

C. REMOVE AND RE-SEAL ALL APPARATUSES MOUNTED TOTHE EXISTING STUCCO WALLS OR SOFFITS AND FULLYRE-SEAL FOR WEATHER-TIGHT CONDITIONS. ITEMS SUCHAS SPEAKERS, LIGHTS, ELECTRIC OUTLETS, CAMERAS, FIREALARM APPARATUSES, PLUMBING FIXTURES, CONDUITS,ETC.

D. REMOVE POSSIBLE BLEED THROUGH AREAS BY SEALINGSURFACES THAT MIGHT CAUSE BLEED THROUGH ORSTAINING OF TOPCOAT.

E. REMOVE EXISTING LOOSE NON ADHERED STUCCO TOPCOATS WHERE OCCUR.

F. REMOVE ALL CONTAMINANTS, EFFLORESCENCE, OIL, WAX,WATER REPELLENTS, MOISTURE, FROST, ETC., FROMEXISTING STUCCO SURFACES FOR PREPARATION OF NEWCOATINGS.

G. REMOVE MILDEW FROM IMPERVIOUS SURFACES BYSCRUBBING WITH SOLUTION OF TETRA-SODIUMPHOSPHATE.

H. REMOVE EXISTING STUCCO BACK TO SOLID STUCCOSUBSTRATE WHERE STUCCO IS DETERIORATED.

I. REMOVE ALL EXISTING SEALANTS AROUND ALLFENESTRATIONS AND STUCCO MOUNTED APPARATUSESCOMPLETE FOR NEW SEALANTS AND AS DETAILED ORSPECIFIED FOR NEW CONSTRUCTION.

J. SAW CUT AND REMOVE STUCCO AS REQUIRED WHEREDAMAGED AT ALL EXTERIOR STUCCO CONDITIONS FORPREPARATION OF NEW STUCCO PATCH WORK.

K. WALL CAVITIES HAVE SUSPECTED MOLD. IMPLEMENTMEASURES TO PREVENT EXPOSURE AND CONTAMINATIONPER DIRECTION OF ENVIRONMENTAL CONSULTANT.

L. CLEAR ALL DEBRIS AND VEGETATION AWAY FROMBUILDING PERIMETER IN PREPARATION OF NEW WORK.PROVIDE VEGETATION KILL AND PRE-EMERGENCE AT ALLEXPANSION JOINTS ADJACENT AND PARALLEL WITHBUILDING WALL. REMOVE DEMOLISHED VEGETATION OUTOF JOINTS. SEE NEW CONSTRUCTION PLANS FOR AREASOF INTERIOR GYPSUM BOARD AND INSULATION REMOVED.SEE NEW WALL CONSTRUCTION REQUIREMENTS.

M. OWNERS MOLD ABETMENT CONTRACTOR TO REMOVEANY AND ALL CONTAMINATED CEILING TILES. BASE BIDWILL BE TO REPLACE THE REMOVED TILES AS REQUIRED SOWHOLE ROOMS EITHER HAVE ALL EXISTING TILES OF ROOMHAS ALL NEW TILES. SEE ADDITIVE BID ALTERNATES INSPECIFICATIONS.

N. REMOVE AND DISPOSE OF ALL EXISTING METAL STUCCOSCREED WHERE IT HAS BECOME DETACHED, ORDETERIORATED FROM WALL. ALSO SEE ELEVATIONS FORKNOWN LOCATIONS.

O. REMOVE ALL EXISTING EXTERIOR SEALANTS.

DASHED LINE INDICATES:COMPLETELY REMOVE STUCCO DOWN TOMASONRY AT ALL FOUR SIDES OF BUILDING. NOTE:GYMNASIUM CONSIST OF TWO STUCCO SYSTEMS,ONE OVER THE OTHER.

EXISTING LABORATORY MILLWORK TO BEREMOVED BY OWNERS MOLD CONTRACTOR.

ADD BID NO. 5: INDICATED CLERESTORYWINDOWS ABOVE WITH GYPSUM BOARD BARRELVAULT CEILING. AT ALL EXISTING EXISTINGEXPANSION CRACKS CUT CONTINUOUS STRAIGHTEDGE EACH SIDE OF CRACK AND REMOVEEXCESS MATERIAL, 3/8" WIDE CONTINUOUSSTRAIGHT JOINT. SEE NEW CONSTRUCTION PLANSFOR ADDITIONAL INFORMATION.

SAWCUT EXISTING STUCCO SYSTEM OVEREXISTING STEM WALL AS REQUIRED. SAWCUT 3"BEYOND ADJACENT INTERSECTING SITE WALL ASREQUIRED. PREPARE AREA FOR NEW WORK.

REMOVE AND DISPOSE OF EXISTING RUSTED HMDOOR. PREPARE AREA FOR NEW WORK.

REMOVE WINDOW FRAME AND GLAZING IN ITSENTITY. PREPARE SURFACE TO RECEIVE NEWWORK. SEE NEW CONSTRUCTION PLANS.

REMOVE DELAMINATED FINISH COAT BACK TOSECURELY BONDED AREAS. PREPARE SURFACEFOR NEW WORK.

SAWCUT AND REMOVE STUCCO AS REQUIREDWHERE DAMAGED ON COLUMNS FORPREPARATION OF NEW STUCCO, TYPICAL.

ADD BID NO. 2: SPUD OFF LOOSE ANDUNBONDED STUCCO EACH SIDE OF MASONRYSCREEN WALL. CLEAN AND PREPARE WALL FORNEW STUCCO WORK.

ADD BID NO. 2: SAWCUT AND REMOVE STUCCOAS REQUIRED WHERE DAMAGED AT FRAMEDSTUCCO TRELLIS. CLEAN AND PREPARE TRELLISFOR NEW STUCCO WORK.

REMOVE AND DISPOSE OF EXISTING DAMAGEDGLASS BLOCK. PROTECT ADJACENT SURFACESFROM CONSTRUCTION DAMAGE. PREPARE AREAFOR NEW WORK.

DEMO AND REMOVE EXISTING CONCRETE APRONAS OCCURS. PREPARE AREA FOR NEW WORK. SEENEW CONSTRUCTION PLANS FOR NEW WORK.

1

5

6

7

8

9

10

3

2

11

4

12





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

D10

1-D

EMO

LITIO

N F

LOO

R PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

DEM

OLI

TIO

N F

LOO

R PL

AN

2 OF 15PLAN

NORTH

1

1

1

1

TYP.TYP.

TYP.

TYP.

1

TYP.

6

6

E104

E111 E112

E103

E101

E109 E108 E113

E104

E106

E107

E106

E114

E102

E117

D201D203

D204

D205

D206

D207

D208

D209

D210

D211

D213

D217

D218D229

D220D221

D222

D219

D223D224D225D226

D227

D228

D230

D231

D232

D214

B130 B129

B106

B109

B132

B133B135

B138

C138

C109C113

C114

4

4

2

F108

F110

F111

F102

F103

DS

DS

DS

DS

DS

DS

6

TYP.

6

TYP.

3

TYP.

3

TYP.

3 TYP.

EJ

EJ

EJ

11

117

TYP.

EJ

EJ

EJ

DS

DS

EJ

DS

EJ

EJDS

DS

12TYP.

12

13

13

13

13

13

13

13

MATCH LINE

MATCH LINE

A. SEE GENERAL NOTES SHEET G101.B. REMOVE AND DISPOSE OF ALL EXISTING SUSPENDED















DASHED LINE INDICATES:COMPLETELY REMOVE STUCCO DOWN TOMASONRY AT ALL FOUR SIDES OF BUILDING. NOTE:GYMNASIUM CONSIST OF TWO STUCCO SYSTEMS,ONE OVER THE OTHER.

OWNERS MOLD ABATEMENT CONTRACTOR TO REREMOVE EXISTING LABORATORY MILLWORK.

ADD BID NO. 5: INDICATED CLERESTORYWINDOWS ABOVE WITH GYPSUM BOARD BARRELVAULT CEILING. AT ALL EXISTING EXISTINGEXPANSION CRACKS CUT CONTINUOUS STRAIGHTEDGE EACH SIDE OF CRACK AND REMOVEEXCESS MATERIAL, 3/8" WIDE CONTINUOUSSTRAIGHT JOINT. SEE NEW CONSTRUCTION PLANSFOR ADDITIONAL INFORMATION.

EXISTING SPLIT FACE MASONRY TO REMAIN.

REMOVE WINDOW FRAME AND GLAZING IN ITSENTITY. PREPARE SURFACE TO RECEIVE NEWWORK. SEE NEW CONSTRUCTION PLANS.


REMOVE AND DISPOSE OF EXISTING DAMAGEDGLASS BLOCK. PROTECT ADJACENT SURFACESFROM CONSTRUCTION DAMAGE. PREPARE AREAFOR NEW WORK.

DEMO AND REMOVE EXISTING CONCRETE APRONAS OCCURS. SAW CUT EXISTING ASPHALT ASREQUIRED. PREPARE AREA FOR NEW WORK. SEENEW CONSTRUCTION PLANS FOR NEW WORK.

INDICATES ADD BID NO. 4 NEWTEXTURE ACRYLIC FINISH SYSTEM. PATCH, REPAIR,AND PREPARE SURFACES FOR NEW FINISH.

1

2

3

6

7

11

4

12

13





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

D10

2-D

EMO

LITIO

N F

LOO

R PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

DEM

OLI

TIO

N F

LOO

R PL

AN

3 OF 15

PLANNORTH

11

12

11

11

10 10131314

15

16

19 17

9W

9E

9E

4

7

8

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.ROOF NO.ROOF NO.ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO. ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.6

1TYP.

1TYP.

1TYP.

1

1

TYP.

1

TYP. TYP.

TYP.

7

1TYP.

2

2

2

2

2

2MATCH LINE

MATCH LINE A. SEE GENERAL NOTES SHEET G101.B. REMOVE AND DISPOSE OF ALL EXISTING SUSPENDED















DASHED LINE INDICATES:COMPLETELY REMOVE STUCCO DOWN TOMASONRY AT ALL FOUR SIDES OF BUILDING.NOTE: GYMNASIUM CONSIST OF TWO STUCCOSYSTEMS, ONE OVER THE OTHER.

DASHED LINE INDICATES:REMOVE COPING TO EXTENTS SHOWN. PREPARESURFACE FOR NEW WORK, SEE NEWCONSTRUCTION ROOF PLAN.

REMOVE EXISTING FLASHING DRIP SCREED ATFACE OF CANOPIED CLERESTORIES. ALSOREMOVE SOFFIT STUCCO DRIP REVEAL. PREPARELOCATION TO RECEIVE NEW WORK.

1

2

4





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

D10

3-D

EMO

LITIO

N R

OO

F PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

DEM

OLI

TION

CLE

REST

ORY

AN

D R

OO

F PL

AN

4 OF 15

PLANNORTH

9E

1

2

3

4

4

4

4

5

6

6

7

8

9

9

9

9

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

10

6

1TYP.

1TYP.

1TYP.

1TYP.

3

3

9

2

2

2 2

2 2

2

2

2

2

2 2

4TYP.

4TYP.

4TYP.

4TYP.

9

MATCH LINE

MATCH LINE

A. SEE GENERAL NOTES SHEET G101.B. REMOVE AND DISPOSE OF ALL EXISTING SUSPENDED















DASHED LINE INDICATES:COMPLETELY REMOVE STUCCO DOWN TOMASONRY AT ALL FOUR SIDES OF BUILDING.NOTE: GYMNASIUM CONSIST OF TWO STUCCOSYSTEMS, ONE OVER THE OTHER.

DASHED LINE INDICATES:REMOVE COPING TO EXTENTS SHOWN. PREPARESURFACE FOR NEW WORK, SEE NEWCONSTRUCTION ROOF PLAN.

EXISTING SPLIT FACE MASONRY TO REMAIN ATBACK SIDE OF MASONRY PARAPET. PREPARE FORNEW SEALER.

REMOVE EXISTING FLASHING DRIP SCREED ATFACE OF CANOPIED CLERESTORIES. ALSOREMOVE SOFFIT STUCCO DRIP REVEAL. PREPARELOCATION TO RECEIVE NEW WORK.

REMOVE WINDOW FRAME AND GLAZING IN ITSENTITY. PREPARE SURFACE TO RECEIVE NEWWORK.


REMOVE AND SALVAGE ALL COPING, ANDCLEATS IN THIS AREA - TO BE REINSTALLED AFTERCOMPLETION OF AREA. PREPARE SURFACE FORNEW WORK - BASE BID.

REMOVE AND DISPOSE OF EXISTING SLOPEDSTUCCO SYSTEM DOWN TO BUILDING PAPER.PREPARE AREA FOR NEW WORK.

1

4

6

7

9

10

3

2





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

D10

4-D

EMO

LITIO

N R

OO

F PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

DEM

OLI

TION

CLE

REST

ORY

AN

D R

OO

F PL

AN

5 OF 15

PLANNORTH

6TYP.

3TYP.

2

13

11

15

15

15

3

3

TYP.

TYP.

6TYP.

11 TYP.

1TYP.

2 SIM.

8 15 15

215

1TYP.

1

5

11

7

7

TYP.

TYP.

7

TYP.

7TYP.

7TYP.

7TYP.

TYP.

1TYP.

14 8

10TYP.

10TYP.1

TYP.1

TYP.

151615

1515

1515 1515

5

REMOVE EXISTING STUCCO SYSTEM IN ITS ENTITYDOWN TO MASONRY. PREPARE SURFACE TORECEIVE NEW WORK.

SAWCUT EXISTING STUCCO AROUND HM FRAMESHORT OF BUILDING PAPER AND REMOVE FORREMOVAL OF HM FRAME. SEE WINDOW TYPE FORDETAIL INFORMATION.

EXISTING SPLIT FACE MASONRY TO REMAIN.

REMOVE EXISTING FLASHING ON TOP OFCANOPIED CLERESTORIES. PREPARE LOCATION TORECEIVE NEW WORK.

REMOVE AND DISPOSE OF EXISTING RUSTED HMDOOR. PREPARE AREA FOR NEW WORK.

REMOVE WINDOW FRAME AND GLAZING IN ITSENTITY. PREPARE SURFACE TO RECEIVE NEW WORK.

REMOVE DELAMINATED FINISH COAT BACK TOSECURELY BONDED AREAS. PREPARE SURFACE FORNEW WORK.

SAW CUT LINE. REMOVE EXISTING STUCCO OVERCONCRETE STEM WALL.

SAW CUT AND REMOVE ONE COAT SYSTEM ASREQUIRED TO REMOVE GALVANIZED METALREVEAL AND BEAD.

REMOVE ANY PORTIONS OF ONE COAT STUCCOSYSTEM WHICH HAS BECOME UN-SECURE TOEXISTING WALL.

REMOVE AND DISPOSE OF EXISTING SLOPEDSTUCCO SYSTEM DOWN TO BUILDING PAPER.PREPARE AREA FOR NEW WORK

REMOVE EXISTING EMBEDDED G.I. FLASHING CUTOUT EXISTING STUCCO DOWN TO BUILDING PAPERAS REQUIRED TO REMOVE FLASHING. TYPICAL ALLCLERESTORY LOCATIONS WHERE OCCURS.

DASHED LINE INDICATES AREA OF EXISTINGFREESTYLE PAINTED SCHOOL LOGO. SEE ADDITIVEBID NO. 1.

REMOVE EXISTING DAMAGED GLASS BLOCK ANDPREPARE FOR NEW GLASS BLOCK.

REMOVE AND DISPOSE OF EXISTING METALSCREED WHERE IT HAS BECOME DETACHED ORDETERIORATED. REMOVE EXISTING STUCCO ASREQUIRED. GRADE SOIL AS REQUIRED FOR POSITIVEDRAINAGE AWAY FROM BUILDING. ALSO SEEDETAIL

REMOVE AND DISPOSE OF EXISTING PARTIALWINDOW STOP. REMOVE EXISTING GLAZING,PREPARE FOR REINSTALLATION. SEE NEWCONSTRUCTION ELEVATIONS FOR NEW WORK.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.ALSO SEE 'GENERAL NOTES' SHEET G101.

B. REMOVE EXISTING CAULKING AROUND WINDOWS ANDDOOR OPENINGS, CLEAN AND PREPARE AREAS ASINDICATED.

C. NOT ALL OF THE EXISTING ITEMS ARE SHOWN, FIELD VERIFYEXISTING CONDITIONS PRIOR TO WORK.

D. REFER TO DEMOLITION PLANS FOR NOTES ANDADDITIONAL INFORMATION.

E. REMOVE, RE-INSTALL, OR RE-GASKET, AND REINSTALL LIGHTFIXTURES, STROBES, ALARMS, ETC. AS REQUIRED FOR NEWWEATHER-TIGHT WORK.

F. VERIFY LOCATION AND QUANTITIES OF EXPOSED RUSTEDMETAL LATH. REMOVE AND REPLACE EXPOSED RUSTEDMETAL LATH WITH MATCHING NEW GALVANIZED METALLATH. PREPARE SURFACE TO RECEIVE NEW WORK.

G. DETACH ALL CONDUIT AND SUPPORT BRACKETS ATSTUCCO WALLS TO FACILITATE REPAIRS AND COATINGS.RE-INSTALL, AND RE-SEAL FOR COMPLETE WATER-TIGHT,AND WEATHER-TIGHT CONDITION.

H. EXAMINE ALL LOCATIONS OF CRACKS AND DELAMINATEDSTUCCO COATING, AND REMOVE ANY LOOSE STUCCO,PREPARE SURFACE TO RECEIVE NEW WORK.

I. WALL CAVITIES HAVE SUSPECTED MOLD. IMPLEMENTMEASURES TO PREVENT EXPOSURE AND CONTAMINATIONPER DIRECTION OF ENVIRONMENTAL CONSULTANT.

J. REMOVE AND DISPOSE OF ALL EXISTING EXPANSION JOINTCOVERS. PREPARE AREA TO RECEIVE NEW COVERS ASDETAILED.

INDICATES STUCCO AREA OF COMPLETE REMOVALOF EXISTING STUCCO SYSTEMS DOWN TO MASONRY.

WALL CRACKS & HAIR LINE FRACTURES

MINOR HOLES IN STUCCO

DAMAGED STUCCO

PENETRATION

STROBE

LIGHT FIXTURE

CONTROL JOINT

EXPANSION JOINT

DOWN SPOUT THROUGH WALL.REMOVE EXISTING SEALANT ALLAROUND. PREPARE FOR NEW WORK.

INDICATES NEW INSULATED GLAZING.MATCH THICKNESS OF EXISTINGGLAZING REMOVED.

1

1

TYP.

TYP.

1TYP.

6 22

15 15

5

7TYP.

1

1

TYP.

TYP.1

TYP.

6TYP.

1TYP.

6TYP.

2

16





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

D20

1-O

VER

ALL

EXT

ELE

V.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

OVE

RALL

EXI

STIN

G E

XTER

IOR

ELEV

ATI

ON

S

6 OF 15

SCALE: 1/64"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"


A. RE-INSTALL GLAZING IN EXISTING FRAMES. SEEELEVATIONS FOR NEW GLAZING LOCATIONS. ALSOSEE "WINDOW TYPE LEGEND" THIS SHEET. SEE DETAIL

B. PROVIDE CONTINUOUS CAULK AT ALLSTUCCO TERMINATIONS AT ALL OPENINGS AS OCCUR FOR COMPLETE WATERTIGHT SEAL.

C. INSTALL NEW SEALANT AROUND ALL OPENINGS,WINDOWS, DOORS, LOUVERS, APPARATUSES, ETC.AS SPECIFIED FOR COMPLETE WEATHER-TIGHTSEAL.

D. ALL WINDOW AND DOOR FRAMES ADJACENT TOSTUCCO TO RECEIVE SEALANT, AS REQUIRED TOPROVIDE WATERTIGHT SEAL AT STUCCO OR NEWOR EXISTING FLASHING.

E. ALL FRAMES TO RECEIVE NEW PAINT TO MATCHEXISTING.

F. REINSTALL NEW OR EXISTING GLAZING AND NEWGLASS STOPS, NEW FASTENERS, NEW NEOPRENEWASHERS, AND NEW GLAZING SEALANT ASSPECIFIED.

G. PATCH AND REPAIR EXISTING ONE COAT STUCCOSYSTEM OVER EXISTING BUILDING PAPER. APPLYNEW INTEGRAL COLOR TEXTURE ACRYLIC FINISHSYSTEM OVER STUCCO SYSTEM.

H. PATCH STUCCO WHERE DETERIORATED STUCCOHAS BEEN REMOVED. NEW STUCCO TO MATCHEXISTING ADJACENT, COLOR, TEXTURE, ETC.

I. PATCH AND REPAIR EXISTING EXTERIOR INSULATEDFINISH SYSTEM WHERE OCCURS OVER EXISTINGBUILDING PAPER. APPLY NEW TEXTURE ACRYLICFINISH SYSTEM OVER STUCCO FINISH SYSTEM,U.N.O.

J. INSTALL NEW WINDOWS, FRAMES, LOUVERS, ETC.WHERE WINDOW FRAME HAS BEEN REMOVED.PAINT AND FINISH TO MATCH EXISTING ADJACENT.

K. SEE WINDOW TYPE LEGEND AND MARK DESIGNATION FOR WORK AT EACHWINDOW.

L. WALL CAVITIES HAVE SUSPECTED MOLD.IMPLEMENT MEASURES TO PREVENT EXPOSURE ANDCONTAMINATION PER DIRECTION OFENVIRONMENTAL CONSULTANT.

M. ALL EXTERIOR STUCCO SOFFITS TO BE REPAIRED.APPLY NEW INTEGRAL COLOR TEXTURE ACRYLICFINISH SYSTEM OVER STUCCO SOFFIT SYSTEM.

N. PROVIDE NEW CONTINUOUS SEALANT INCONCRETE JOINTS ADJACENT TO BUILDING STEMWALL. TYPICAL AT ALL LOCATIONS.

O. PROVIDE NEW GALVANIZED STUCCO SCREED ATLOCATIONS WHERE EXISTING SCREED HAS BEENREMOVED. SEE ELEVATIONS FOR KNOWLOCATIONS.

P. PROVIDE NEW HIGH STRENGTH MESH ATLOCATIONS OF HIGH TRAFFIC AND ALSO ATCOLUMNS AT CAFETERIA, EMBEDDED IN BASECOAT - AS SPECIFIED. SEE FLOOR PLAN KEYNOTE.

Q. PROVIDE ALL NEW SEALANTS ALL LOCATIONSWHERE SEALANT HAS BEEN REMOVED.

-

INDICATES NEW EXTERIOR INSULATEDFINISH SYSTEM AS SPECIFIED.

ADDITIVE BID ALTERNATE NO. 5. PROVIDE NEWCONTROL JOINT AT ALL EXISTING EXPANSIONCRACKS IN BARREL VAULT CEILING. TAPE, TEXTURETO MATCH ADJACENT SURFACES. PAINT ENTIREBARREL VAULT CEILING FOR CONTINUOUS COLORMATCH. COLOR AS SELECTED BY ARCHITECT. SEEDETAIL

AT LOCATIONS WHERE EXISTING EIFS SYSTEM ORONE COAT STUCCO SYSTEM HAS DETACHEDFROM STRUCTURAL SUBSTRATE REATTACH IN A16"x16" GRID PATTERN INTO STRUCTURE. INSTALLFASTENERS SO THAT WASHER SURFACE IS SLIGHTLYBELOW THE PLANE OF THE FINISH SURFACE BUTNOT MORE THAN 1/16". OVER EACH FASTENEREMBED A 9"x9" MESH BASE COAT AND FEATHEROUT EDGES INTO SURROUNDING SURFACE -TYPICAL.

INSTALL NEW GLASS BLOCK TO MATCH EXISTINGAT REMOVED DAMAGED LOCATIONS. PROVIDECONTINUOUS GROUT, COLOR TO MATCHEXISTING.

PROVIDE NEW DOOR TO MATCH EXISTING. ALSOSEE SPECIFICATIONS.

INDICATES HEAVY DUTY MESHHEAVY DUTY MESH TO BE INSTALLED AT NEWTEXTURE ACRYLIC FINISH SYSTEM AND NEW EIFS.EXTEND +7'-0" ABOVE FINISH FLOOR.

INDICATES NEW WALLCONSTRUCTION AT EXPOSED EXISTING METALSTUD WALL FRAMING. PROVIDE NEW R-19 BATTINSULATION WITHIN STUDS, TO 4'-0" ABOVE FINISHFLOOR. PROVIDE NEW 5/8" 'TYPE X' GYPSUMBOARD TO MATCH EXISTING OVER METAL STUDS,TO 4'-0" ABOVE FINISH FLOOR. TAPE AND TEXTURETO MATCH ADJACENT SURFACES AND PAINT FULLHEIGHT, CORNER TO CORNER WITH COLOR TOMATCH EXISTING. PROVIDE NEW WALL BASE TOMATCH EXISTING.

ADD BID NO. 2: PATCH ALL SIDES, REPAIR STUCCOON MASONRY SCREEN WALLS. PAINT SCREENWALLS.

ADD BID NO. 3: INSTALL NEW CEILINGS AT ALLINTERIOR SPACES. COLOR AND FINISH TO MATCHEXISTING. SEE SPECIFICATIONS FOR FULLREQUIREMENTS AS TO BASE BID AND ADD BID FORTHIS ITEM.

ADD BID NO. 4: PATCH, REPAIR AND PROVIDETEXTURE ACRYLIC FINISH SYSTEM ON ALL EXTERIORWALLS. FOR BASE BID PROVIDE ONLY PIGMENTEDACRYLIC PRIMER AND CLEAR ACRYLIC SEALER.

ADD BID NO. 2: PATCH AND REPAIR FRAMEDSTUCCO AND TRELLIS. PROVIDE NEW PAINT. PAINTORNAMENTAL METAL AS OCCURS.

GENERAL CONTRACTOR TO RE-INSTALL EXISTINGLABORATORY MILLWORK. PROVIDE FULLRECONNECTION OF ALL FIXTURES.

PROVIDE NEW CAST IN PLACE CONCRETE APRONAS REQUIRED. SLOPE APRON TO NEAREST DRAINFOR POSITIVE DRAINAGE. ALSO SEE DETAIL

1

4

9

11

12

13

14

15

2

3

6

16

8

TYPE 'A'PROTECTED WINDOW WITH SOFFIT- NO SILL FLASHING ADDED- SAW CUT A 1/4" x 1/2" DEEP JOINT ALL AROUND

TO CREATE A BREAK BETWEEN STUCCO ANDFRAME

- PROVIDE CONTINUOUS SEALANT IN JOINTS- PREPARE EXISTING FRAME FOR NEW PAINT

TYPE 'B'UNPROTECTED WINDOW WITH NO SOFFIT- REMOVE PORTION OF STUCCO AT SILL TO PLACE

G.I. FLASHING DRIP AND EPOXY SET- SAWCUT 1/4" x 1/2" DEEP JOINT ALL AROUND

JAMB AND HEAD- PREPARE EXISTING FRAME FOR NEW PAINT

TYPE 'C'UNPROTECTED WINDOWS TO BE REMOVED- NEW WINDOW OR REMOVE AND RESET EXISTING

HM WINDOW FRAME AS NOTED ON PLANS- SAWCUT STUCCO 12" AROUND EXISTING OPENING- FULL CONTINUOUS FLASHINGS AT HEAD JAMB AND

SILL- PREPARE EXISTING FRAME FOR NEW PAINT

TYPE 'D'EXISTING WINDOW FRAME AT MUSIC ROOM TO BEREMOVED AND RE-FLASHED- NEW SILL DETAIL WITH METAL ROOF TRANSITION- SEE HEAD AND JAMB DETAIL:

- ALSO SEE DETAIL:

- PREPARE FRAME FOR NEW PAINT

A

B

C

E

F

TYPE 'E'UNPROTECTED WINDOW WITH EXISTING SILL FLASHING- SAWCUT A 1/4"x1/2" DEEP JOINT ALL AROUND TO

CREATE A BREAK BETWEEN STUCCO AND FRAME- PROVIDE NEW SEALANT IN JOINT AROUND FRAME- PREPARE EXISTING FRAME FOR NEW PAINT

TYPE 'F'EXISTING FRAME COVERED ABOVE AT PATIO- EXISTING WINDOW FRAME AND GLAZING TO

REMAIN.- REMOVE EXISTING SEALANTS AROUND FRAMES AND

RE-CAULK- PREPARE EXISTING FRAME FOR NEW PAINT

TYPE 'G'PROTECTED WINDOW WITH SOFFIT- EXISTING STUCCO REMOVED AT SILL. INSTALL ROOF

REGLET AND COUNTER FLASHING- SAWCUT A 1/4"x1/2" DEEP JOINT ALL AROUND TO

CREATE A BREAK BETWEEN STUCCO AND FRAME.- PROVIDE CONTINUOUS SEALANT IN ALL JOINTS- PREPARE EXISTING FRAME FOR NEW PAINT

NOTE:1. SEE EXTERIOR ELEVATIONS FOR GLAZING REPLACEMENT LOCATIONS.2. REPLACE GLAZING UNITS THAT ARE DAMAGED OR EVIDENCE OF GAS SEAL ON INSULATED UNIT HAS FAILED.3. SEE SHEET A301FOR DETAIL INFORMATION.

D

G

E107

D232

D214

B130 B129

127

128

125

157

121120

115

112

116117

107108

103

106

102

101104

122

122

105

110-111

114113

118

124

126

131129

130

139

146

141 142143

145

105

148

144

149

153

150

155

151CAFETERIA

136LIBRARY

B147B148

B110

B102

B103

B105

B108

B114

B113

B115

B116

B121

B120

B119

B112

B111B117B113

B107

B106

B109

B126B127

B125

B124

B123 B122B146 B145

B143

B142

B139

B134

B137

B132

B133B135

B138

C151

C152

C150

C146

C147C145

C143

C144

C141C142

C140

C139

C137C138

C130

C128

C129

C132

C101

C102

C105

C126

C122

C120

C123

C119

C117

C138

C109

C111

C115

C113

C112

C106

C104

C133GYMNASIUM

C127

C125

C124

C121

C149C103

C107

C108

C116

C118

C131

C114

C134

C135

A

A

A

A

A

A

A

A

A

A

A

A

A

C C

F

F

F

F

F

F

E

F

E

B1

11

1

TYP.TYP.

TYP.

TYP.

6

11

11TYP.

TYP.

15

E

E

E

E

E

E

E

E

E

E

F

F

EE

E

AA A A

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

14

14

14

14

14

14

11TYP.

11TYP.

11TYP.

11TYP.

12

12

12

12

12

12

12

12

12

12

12

12

12121212

12121212

9

9

9

9

9

9

9

9

12

12

9

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

1TYP.

2 2

2 222

2 2

22

222

22

2

EJ

EJ

EJ

EJ

3

4

123

EJ

EJ

DS

DS

DS

EJ

EJ

121212

2 2 2

SIM.

DS

DS

E

FF

DS

9

9

9

6

6

6

1TYP.

1TYP.

16

16TYP.

16TYP.

16TYP.

9

88

8

88

8

8

88

8

8

8 TYP. ATCOLUMNS

8 TYP. ATCOLUMNS

8 TYP. ATCOLUMNS

8 TYP. ATCOLUMNS

14AT SOFFITCONDITIONTHIS AREA

14AT SOFFITCONDITIONTHIS AREA

8

8

8

8

8 8 88

8

8

8

8

88

8 3

8

8

TYP. ATCOLUMNS

TYP. ATCOLUMNS

MATCH LINE

MATCH LINE





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

101-

FLO

OR

PLA

N.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

NEW

CO

NST

RUC

TION

FLO

OR

PLA

N

7 OF 15

PLANNORTH

E104

E111 E112

E103

E101

E109 E108 E113

E104

E106

E107

E106

E114

E102

E117

D201D203

D204

D205

D206

D207

D208

D209

D210

D211

D213

D217

D218D229

D220D221

D222

D219

D223D224D225D226

D227

D228

D230

D231

D232

D214

B130 B129

B107

B106

B109

B126B127

B137

B132

B133B135

B138

C138

C109

C111

C115

C113

C112

C131

C114

A

C C

C

C

BB

E EE E

DEE

DHI HI

DHI

DHI

EE

1

B

1

1

11

1

TYP.

TYP.TYP.

TYP.TYP.

TYP.

5

1313

13

13

13

13

13

13

15

F108

F110

F111

F102

F103

EE

E

AA A A

1212 12 1212 12

12

12

12

12

12

12

12

12121212

12

121212

12

12

12

12121212

9

9

9

9

9

DS

DS

DS

DS

DS

DS

22

222

EJ

EJ

EJ

224

4

EJ

EJ

EJ

DS

DS

EJ

DS

EJ

EJ

9

SIM.

DS

DS

E

F FF

F

F

F

6

1TYP.

16 8 8 88

8

8

8

8

5 5 5 5

8

E

E

E

E

E

E

E

E

C

8

8

8

17

17

17 17

17

17

17

7

7

8

8

8

88

8 3

9 9

9

9

9 9MATCH LINE

MATCH LINE


















-

INDICATES NEW EXTERIOR INSULATEDFINISH SYSTEM AS SPECIFIED.

ADDITIVE BID ALTERNATE NO. 5. PROVIDE NEWCONTROL JOINT AT ALL EXISTING EXPANSIONCRACKS IN BARREL VAULT CEILING. TAPE, TEXTURETO MATCH ADJACENT SURFACES. PAINT ENTIREBARREL VAULT CEILING FOR CONTINUOUS COLORMATCH. COLOR AS SELECTED BY ARCHITECT. SEEDETAIL

AT LOCATIONS WHERE EXISTING EIFS SYSTEM ORONE COAT STUCCO SYSTEM HAS DETACHEDFROM STRUCTURAL SUBSTRATE REATTACH IN A16"x16" GRID PATTERN INTO STRUCTURE. INSTALLFASTENERS SO THAT WASHER SURFACE IS SLIGHTLYBELOW THE PLANE OF THE FINISH SURFACE BUTNOT MORE THAN 1/16". OVER EACH FASTENEREMBED A 9"x9" MESH BASE COAT AND FEATHEROUT EDGES INTO SURROUNDING SURFACE.

INSTALL NEW GLASS BLOCK TO MATCH EXISTINGADJACENT AT REMOVED DAMAGED LOCATIONS.PROVIDE CONTINUOUS GROUT, COLOR TOMATCH EXISTING.

PROVIDE NEW GYPSUM BOARD CEILING THISROOM. TAPE, TEXTURE, AND PAINT.

PROVIDE NEW DOOR TO MATCH EXISTING. ALSOSEE SPECIFICATIONS.

PROVIDE NEW PAINT AT EXPOSED CMU WALLS.

INDICATES HEAVY DUTY MESHHEAVY DUTY MESH TO BE INSTALLED AT NEWTEXTURE ACRYLIC FINISH SYSTEM AND NEW EIFS.EXTEND +7'-0" ABOVE FINISH FLOOR.

INDICATES NEW WALLCONSTRUCTION AT EXPOSED EXISTING METALSTUD WALL FRAMING. PROVIDE NEW R-19 BATTINSULATION WITHIN STUDS, TO 4'-0" ABOVE FINISHFLOOR. PROVIDE NEW 5/8" 'TYPE X' GYPSUMBOARD TO MATCH EXISTING OVER METAL STUDS,TO 4'-0" ABOVE FINISH FLOOR. TAPE AND TEXTURETO MATCH ADJACENT SURFACES AND PAINT FULLHEIGHT, CORNER TO CORNER WITH COLOR TOMATCH EXISTING. PROVIDE NEW WALL BASE TOMATCH EXISTING.

ADD BID NO. 2: PATCH ALL SIDES, REPAIR STUCCOON MASONRY SCREEN WALLS. PAINT SCREENWALLS.

ADD BID NO. 3: INSTALL NEW CEILINGS AT ALLINTERIOR SPACES. COLOR AND FINISH TO MATCHEXISTING. SEE SPECIFICATIONS FOR FULLREQUIREMENTS AS TO BASE BID FOR THIS ITEM.

INDICATES ADD BID NO. 4: PATCH,REPAIR AND PROVIDE TEXTURE ACRYLIC FINISHSYSTEM ON ALL EXTERIOR WALLS. FOR BASE BIDPROVIDE ONLY PIGMENTED ACRYLIC PRIMER ANDCLEAR ACRYLIC SEALER

EXISTING LABORATORY MILLWORK TO BERE-INSTALLED. PROVIDE PER FULL RECONNECT OFALL FIXTURES.

PROVIDE NEW CAST IN PLACE CONCRETE APRONAS REQUIRED. SLOPE APRON TO NEAREST DRAINFOR POSITIVE DRAINAGE. ALSO SEE DETAIL

AT REMOVED COPING PATCH AND REPAIREXISTING STUCCO TO EXTEND UP FULLY UNDERCOPING. REINSTALL COPING, BASE BID.

1

4

9

11

12

13

15

2

3

6

16

5

8

7

17











- ALSO SEE DETAIL:


A

B

C

E

F










D

G





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

102-

FLO

OR

PLA

N.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

NEW

CO

NST

RUC

TION

FLO

OR

PLA

N

8 OF 15PLAN

NORTH

INDICATES NEW EXTERIORINSULATED FINISH SYSTEM AS SPECIFIED.

PATCH EXISTING ONE COAT STUCCO FASCIA ANDSOFFIT WHERE EXISTING GI DRIP WAS REMOVED -TYPICAL. SEE DETAIL

NEW STANDING SEAM METAL ROOFING ASSPECIFIED. COLOR TO MATCH EXISTINGADJACENT METAL ROOFING.

ADD BID NO. 4: PATCH, REPAIR AND PROVIDETEXTURE ACRYLIC FINISH SYSTEM ON ALL EXTERIORWALLS. FOR BASE BID ONLY PROVIDE PIGMENTEDACRYLIC PRIMER AND CLEAR ACRYLIC SEALER.


AT REMOVED COPING PATCH AND REPAIREXISTING STUCCO TO EXTEND UP FULLY UNDERCOPING - BASE BID. REINSTALL EXISTING COPING.SEAL TO PROVIDE WEATHER-TIGHTNESS. FOR BASEBID SEE DETAIL

DASHED LINE INDICATED.PROVIDE NEW ACRYLIC COATING OVER EXISTINGSTUCCO AT ROOF SIDE OF PARAPET WALLS.EXTEND NEW FINISH COAT UP UNDER COPING.REINSTALL EXISTING COPING AS REQUIRED. CAULKALL SEAMS AND JOINTS FOR WATER-TIGHT SEAL.

CRACK IN STUCCO WALL AT INSIDE CORNER.REPAIR AND REINFORCE STUCCO AT INSIDECORNER.

CONDUIT PENETRATING WALLS BELOW. PROVIDEWEATHER TIGHT SEAL.

AT ALL HM WINDOW FRAME JAMB THAT ABUTEACH OTHER, REMOVE ALL SEALANTS, PLATE ASOCCURS AND PREPARE FOR NEW PLATE. SEETYPICAL DETAIL

PROVIDE NEW METAL COPING

1

2

3

4

5

6

7

8

9

11

12


















-











- ALSO SEE DETAIL:


A

B

C

E

F










D

G

MATCH LINE

MATCH LINE

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.ROOF NO.ROOF NO.ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO. ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

11

12

11

11

10 10131314

15

16

19 17

9W

9E

9E

4

7

8

1

1

1

2

22 2

2 2

2 2

TYP.

TYP.TYP. TYP.

TYP.

TYP.TYP.

TYP.TYP.

TYP.

TYP.

3

2TYP.

2

TYP.

TYP.2

TYP.

2 2TYP.TYP.2

2TYP.

2TYP.

2TYP.

2TYP.

2TYP.

2TYP.

2TYP.

2TYP.

5TYP.

5TYP.

5TYP.

1TYP.

A

TYP.

A

TYP.

A

TYP.

A

HI

A AA

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

A

TYP.

7TYP.

7TYP.7

TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

89

7TYP.

9

GSIM.

1

SIM.

G

LOTYP.

G

LOTYP.

G

LOTYP.

7TYP.

7TYP.

7TYP. 7

TYP.

HISIM.

HISIM.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

TYP.11

TYP.11

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

11TYP.

12 12





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

103-

ROO

F PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

NEW

CO

NST

RUC

TION

CLE

REST

ORY

AN

D R

OO

F PL

AN

9 OF 15

PLANNORTH

MATCH LINE

MATCH LINE

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

ROOF NO.

9E

1

2

3

4

4

4

4

5

6

6

7

1

22

TYP.TYP.

TYP.

3

3

6TYP.

6TYP.

6TYP.

6TYP.

6TYP.

AG G A

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

G G A

TYPICAL AT ALL SIDES

4

4

4

4

4

6TYP.

4

10

10

11TYP.

11TYP.

12 12

12 12


















-

INDICATES NEW EXTERIORINSULATED FINISH SYSTEM AS SPECIFIED.

PATCH EXISTING ONE COAT STUCCO FASCIA ANDSOFFIT WHERE EXISTING GI DRIP WAS REMOVED -TYPICAL. SEE DETAIL

NEW STANDING SEAM METAL ROOFING ASSPECIFIED. COLOR TO MATCH EXISTINGADJACENT METAL ROOFING.

INDICATES ADD BID NO. 4:PATCH, REPAIR AND PROVIDE TEXTURE ACRYLICFINISH SYSTEM ON ALL EXTERIOR WALLS. FOR BASEBID ONLY PROVIDE PIGMENTED ACRYLIC PRIMERAND CLEAR ACRYLIC SEALER.


AT REMOVED COPING PATCH AND REPAIREXISTING STUCCO TO EXTEND UP FULLY UNDERCOPING - BASE BID. REINSTALL EXISTING COPING.SEAL TO PROVIDE WEATHER-TIGHTNESS. FOR BASEBID SEE DETAIL

DASHED LINE INDICATED.PROVIDE NEW ACRYLIC COATING OVER EXISTINGSTUCCO AT ROOF SIDE OF PARAPET WALLS.EXTEND NEW FINISH COAT UP UNDER COPING.REINSTALL EXISTING COPING AS REQUIRED. CAULKALL SEAMS AND JOINTS FOR WATER-TIGHT SEAL.

CRACK IN STUCCO WALL AT INSIDE CORNER.REPAIR AND REINFORCE STUCCO AT INSIDECORNER.

CONDUIT PENETRATING WALLS BELOW. PROVIDEWEATHER TIGHT SEAL.

PROVIDE NEW PAINT AT EXPOSED CMU WALL


PROVIDE NEW METAL COPING

1

2

3

4

5

6

7

8

9

10

11

12











- ALSO SEE DETAIL:


A

B

C

E

F










D

G





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

SCALE: 1/16" = 1'-0"

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

104-

ROO

F PL

AN

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

NEW

CO

NST

RUC

TION

CLE

REST

ORY

AN

D R

OO

F PL

AN

10 OF 15PLAN

NORTH

TYP.

TYP.

TYP.TYP.

TYP.

TYP.

TYP.

TYP.

TYP.TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP.TYP.

TYP. TYP.

A. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

B. NOT ALL OF THE EXISTING ITEMS ARE SHOWN, FIELD VERIFYEXISTING CONDITIONS PRIOR TO WORK.

C. FINISH COLORS AS SELECTED BY ARCHITECT.

D. SEAL ALL PENETRATIONS.

E. REFER TO NEW CONSTRUCTION PLANS FOR NOTES ANDADDITIONAL ELEVATION VIEWS.

F. REINSTALL LIGHT FIXTURES, STROBES, ALARMS, ETC. WITHNEW SEALS AND GASKETS FOR WEATHER TIGHT SEAL ASREQUIRED.

G. VERIFY LOCATION AND QUANTITIES OF EXPOSED RUSTEDMETAL LATH REMOVE AND REPLACE LATH W/ NEWGALVANIZED TO MATCH EXISTING. PATCH STUCCO TOMATCH EXISTING.

H. RE-ATTACH ALL CONDUIT AND SUPPORT BRACKETS ATSTUCCO WALLS. SECURE AT EXISTING MOUNTING POINTSFOR COMPLETE WEATHER-TIGHT SEAL.ALSO SEE DETAIL:


J. SEE FLOOR PLAN FOR LOCATION OF HEAVY DUTY MESH ATEIFS AND TEXTURE ACRYLIC FINISH SYSTEM.

K. PAINT ALL EXTERIOR DOORS, DOOR AND WINDOWFRAMES, GLAZING STOPS, AND LOUVERS AS SPECIFIED.

L. INSTALL WEATHER BARRIER IN OPENINGS WHERE FRAMESHAVE BEEN REMOVED. SEE DETAIL:ALSO SEE SPECIFICATIONS.

M. INSTALL GALVANIZED SHEET METAL PAN AT WINDOW ANDOTHER SILLS AS DETAILED. TYPICAL DOOR, WINDOW,LOUVER, ETC. OPENINGS WHERE SCHEDULED, SEE FLOORPLAN.

N. INSPECT ALL HM FRAMES AT ALL FRAME JOINTS FORWEATHER-TIGHTNESS. PREPARE FRAME AND CAULK.

O. PATCH AND REPAIR EXISTING ONE COAT STUCCO SYSTEMOVER EXISTING BUILDING PAPER. APPLY NEW TEXTUREACRYLIC FINISH SYSTEM OVER EXISTING STUCCO SYSTEM -TYPICAL, THROUGHOUT.

P. PATCH AND REPAIR EXISTING EXTERIOR INSULATED FINISHSYSTEM (EIFS) AS OCCURS. PROVIDE PROPER SUBSTRATE ASREQUIRED. APPLY NEW TEXTURE ACRYLIC FINISH SYSTEMOVER EXISTING STUCCO.

Q. PATCH AND REPAIR ANY AND ALL HOLES THROUGHEXISTING STUCCO SYSTEM.

R. SEE NEW CONSTRUCTION FLOOR PLAN FOR WINDOW TYPEDESIGNATION AND DETAILS.

S. AREAS INDICATED NEW STUCCO SCREED AT WALL BASE ISNOT INCLUSIVE OF ALL LOCATIONS WHERE SCREED MAYREQUIRE REMOVAL.

T. ALL EXISTING BUILDING EXPANSION JOINT COVERS TO BEREPLACED. SEE DETAILS

U. FOR ALL TYPICAL EIFS DETAILS SEE SHEET A302.

V. SEE FLOOR PLAN GENERAL NOTES

INSTALL NEW EXTERIOR INSULATED FINISH SYSTEMAS SPECIFIED.

SECTION THRU CORRIDOR AT NORTH WINGADDITION

NEWLY EXPOSED CONCRETE STEM WALL. PATCHAS REQUIRED AND PROVIDE PERIMETER ACRYLICPRIMER AND CLEAR SEAL.

TO MATCH NEW ADJACENT WALL COLOR.

GAS METER, RESEAL PENETRATION AT WALL.

PROVIDE NEW ACRYLIC FINISH COAT BEYONDEXISTING WALL MOUNTED CONDUIT. PULLCONDUIT AWAY FROM WALL AND SUPPORT TOAPPLY NEW FINISH COAT. RE-SECURE UNISTRUT TOWALL WITH FULL FASTENERS IN SEALANT FORWEATHER TIGHT SEAL. SEE DETAIL

PROVIDE NEW HM DOOR TO MATCH EXISTING.ALSO SEE SPECIFICATIONS.

EXISTING ONE COAT STUCCO REMOVED 12" ALLAROUND FOR INSTALL OF NEW WINDOW FRAMESPER DEMOLITION ELEVATIONS. PROVIDE NEW ONECOAT STUCCO TO MATCH EXISTING.

NEW STANDING SEAM METAL ROOFING ASSPECIFIED. COLOR TO MATCH EXISTING.

ADD BID NO. 1: REPAINT EXISTING SCHOOL LOGOAND GRAPHICS AS DIRECTED BY SPECIFICATIONS.

PROVIDE NEW METAL COPING AT SLOPED WALL,TYPICAL.

INSTALL NEW ONE COAT STUCCO SYSTEM TOMATCH ADJACENT WHERE REMOVED DUE TOUN-SECURED TO EXISTING WALL OR COMPLETELYDETERIORATED OR DAMAGED.

EXISTING ROOF SCUPPER. THOROUGHLY INSPECTFOR COMPLETE SEAL. PROVIDE NEW SEALANT ALLAROUND PENETRATION. TYPICAL ALL LOCATIONS.

SIM.

9





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

201-

OV

ERA

LL E

XT E

LEV

.dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

OVE

RALL

EXI

STIN

G E

XTER

IOR

ELEV

ATI

ON

S

11 OF 15SCALE: 1/64"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/8"=1'-0"

1 1

2

3

4

56 7

8

9

10

11

12

1719

2018

1314

2A

2B

21

21

22

22

2C























INSTALL NEW EXTERIOR INSULATED FINISH SYSTEMAS SPECIFIED.

NEW FLASHING PAN AT SLOPED SHELF. ALSO SEESIMILAR DETAIL

NEWLY EXPOSED CONCRETE STEM WALL. PATCHAS REQUIRED AND PROVIDE PERIMETER ACRYLICPRIMER AND CLEAR SEAL TO MATCH NEWADJACENT WALL COLOR.

REMOVE AND DISPOSE OF EXISTING GLAZINGSTOPS. REINSTALL EXISTING GLAZING, PROVIDENEW STOPS FOR COMPLETE WATERTIGHT SEAL.

PROVIDE NEW ACRYLIC FINISH COAT BEYONDEXISTING WALL MOUNTED CONDUIT. PULLCONDUIT AWAY FROM WALL AND SUPPORT TOAPPLY NEW FINISH COAT. RE-SECURE UNISTRUT TOWALL WITH FULL FASTENERS IN SEALANT FORWEATHER TIGHT SEAL. SEE DETAIL

PROVIDE NEW HM DOOR TO MATCH EXISTING.ALSO SEE SPECIFICATIONS.

EXISTING ONE COAT STUCCO REMOVED FORINSTALL OF NEW WINDOW FRAME PER DEMOLITIONELEVATIONS. PROVIDE NEW ONE COAT STUCCOTO MATCH EXISTING.

NEW STANDING SEAM METAL ROOFING ASSPECIFIED. COLOR TO MATCH EXISTING.

SITE WALL. SEE FLOOR PLANS AND ADD BID NO. 2

ADD BID NO. 4: PATCH, REPAIR AND APPLY NEWTEXTURE ACRYLIC FINISH SYSTEM COAT ONEXTERIOR. BASE BID PROVIDE PIGMENTED ACRYLICPERIMETER AND CLEAR ACRYLIC SEALER

SECURE NEW FLASHING UNDER NEW EIFS SYSTEMAND COUNTER FLASH OVER BARREL VAULT ROOFFLASHING. SEE SIMILAR DETAIL

NEW TEXTURE ACRYLIC FINISH SYSTEM AT EXISTINGSTUCCO SOFFIT, TYPICAL.

PROVIDE NEW METAL COPING AT SLOPEDSTUCCO WALL, TYPICAL.

TYP.

TYP.TYP.

TYP.

TYP.

TYP. TYP.

L LL

TYP.

TYP.

L

L

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.LLL

TYP.TYP.

TYP.

TYP.

LL

TYP.

TYP.

L

TYP.

TYP.

TYP.L L

TYP. TYP.

SIM.

L

TYP.





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

202-

EXTE

RIO

R EL

EVA

TION

S.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

EXTE

RIO

R EL

EVA

TIO

NS

12 OF 15

SCALE: 1/64"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"


SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0" SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"

2

3

4

5

5

6

7

10

8

11 9

12(TYPICAL AT ALL SIDES)

TYP. TYP.

TYP. TYP.

TYP.

TYP.

TYP. TYP. TYP.TYP. TYP.

TYP. TYP.TYP. TYP. TYP.

TYP. TYP. TYP.TYP. TYP.TYP. TYP. TYP.

TYP. TYP. TYP.

TYP. TYP.TYP.TYP. TYP. TYP.

TYP. TYP. TYP.

TYP.TYP. TYP. TYP.TYP. TYP.TYP. TYP. TYP. TYP.

TYP.TYP.

TYP. TYP.

TYP.

TYP.TYP.

TYP.

TYP.TYP. TYP.























PROVIDE NEW SEALANT JOINT AND REPAIR WHEREROOF LADDER SECURES TO EXISTING WALL.

NEW PRE-FINISHED FLASHING PAN AT SLOPEDSHELF. ALSO SEE DETAIL

REMOVE ALL EXISTING SKYLIGHT SEALANTS ANDRESEAL FOR COMPLETE WEATHER-TIGHT SEAL.

SEAL ALL EXISTING CONDUIT PENETRATIONS ATSTUCCO, TYPICAL.

PROVIDE NEW ACRYLIC FINISH COAT BEYONDEXISTING WALL MOUNTED CONDUIT. PULLCONDUIT AWAY FROM WALL AND SUPPORT TOAPPLY NEW TEXTURE ACRYLIC FINISH SYSTEM.RE-SECURE UNISTRUT TO WALL WITH FULL FASTENERSIN SEALANT FOR WEATHER-TIGHT SEAL. SEE DETAIL

PROVIDE NEW CONTINUOUS SEALANT JOINT ANDSTUCCO SCREEDS AT EXISTING STUCCO FASCIAAND SOFFIT TRANSITION AS DETAILED. SEE DETAIL

PATCH EXISTING ONE COAT STUCCO WALL FASCIAAND SOFFIT WHERE EXISTING GI DRIP WASREMOVED, TYPICAL.






GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

203-

EXTE

RIO

R EL

EVA

TION

S.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

EXTE

RIO

R EL

EVA

TIO

NS

13 OF 15SCALE: 1/16"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

SCALE: 1/8"=1'-0"

(TYPICAL AT ALL SIDES)

SCALE: 3" = 1'-0"

14 SCALE: 3" = 1'-0"

2 SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0"

8 9 10

15 SCALE: 3" = 1'-0" 16 SCALE: 3" = 1'-0"

SLOPE

12 SCALE: 3" = 1'-0"

SILL

JAMB

C

B

HEADA

33 SCALE: 3" = 1'-0"

18 SCALE: 3" = 1'-0"

35 SCALE: 3" = 1'-0"

26 SCALE: 3" = 1'-0"

13 SCALE: 3" = 1'-0"

4 SCALE: 3" = 1'-0" 6

11 SCALE: 1 1/2" = 1'-0"

29 SCALE: 1 1/2"=1'-0"

TYPE 'A' WINDOW REPAIR

SILL

JAMB

HEAD

30 SCALE: 1 1/2"=1'-0"

TYPE 'B' WINDOW REPAIR

HEAD

SILL

JAMB/

31 SCALE: 1 1/2"=1'-0"

TYPE 'C' WINDOW REPAIR

SILL

JAMB

C

B

B

A

C

B

A

HEADA

SCALE: 1 1/2"=1'-0"25 GLAZING NEW AND EXISTING

SCALE: 1 1/2" = 1'-0"19

34 SCALE: 1 1/2"=1'-0"

EXISTING WALLS - UNIT COSTSISTER STUD AT

28

32

1

27

SIM.

17 SCALE: 1" = 1"





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

301-

STUC

CO

DET

AIL

S.d

wg

LA

ST S

AV

ED B

Y: X

AN

THUS

DA

TE: 1

/19/

2016

14 OF 15

1 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0"

9 SCALE: 3" = 1'-0" 13 SCALE: 3" = 1'-0"

5 SCALE: 3" = 1'-0" 6 SCALE: 3" = 1'-0" 7 SCALE: 3" = 1'-0"

10 SCALE: 3" = 1'-0" 12 SCALE: 3" = 1'-0" 14 SCALE: 3" = 1'-0"

15 SCALE: 3" = 1'-0" 16 SCALE: 3" = 1'-0"

11 SCALE: 3" = 1'-0"

EXPANSION JOINT(EJ) AT CORNERS W/COVER

A B

MASONRYCONTROL JOINT

17 SCALE: 1/2" = 1'-0"

SLOPE 1/8:1





GA

NA

DO U

NIF

IED

SC

HOO

L DI

STRI

CT N

O. 2

0

BURN

SIDE

, ARI

ZON

A

01/18/2016

1409B

01/18

/16

PATH

: J:\

2014

\140

9 G

anad

o US

D H

igh

Scho

ol R

oofin

g &

Stu

cco

Repa

irs &

Rep

lace

men

t\14

09B

Gan

ado

USD

Hig

h Sc

hool

Stu

cco

Repa

irs &

Repl

acem

ent\

PLO

T\A

302-

TYPI

CA

L D

RYV

IT D

ETA

ILS.

dw

g L

AST

SA

VED

BY:

XA

NTH

US D

ATE

: 1/1

9/20

16

15 OF 15

room name highway 264 - sps+ architects · metal lath masonry lintel millimeter masonry opening ......

Documents