7350 EAST SPEEDWAY 210 TUCSON, ARIZONA 85710 ......PROJECT LOCATION E M A R Y A N N C L E V E L A N D W AY E C O L O S S A L C A V E R D I - 10 N I F I CAT A D GNED S T E I R C E T

PROJECT LOCATION

E MARY ANN CLEVELAND WAY

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7350 EAST SPEEDWAY 210TUCSON, ARIZONA 85710

(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX

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sheet index

VAIL UNIFIED SCHOOL DISTRICT

CONSTRUCTION DOCUMENTS

SWAIM ASSOCIATES LTD. ARCHITECTS AIA

architect

7350 E. Speedway 210

Tucson, AZ 85710

(520) 326-3700 - fax: (520) 326-1148

www.swaimaia.com

Mark Bollard, AIA [email protected]

design team

OLD VAIL MIDDLE SCHOOL - WEATHERIZATION PROJECTSFB RENEWAL GRANT SFB # 100220104-9999-009BRG

no

rthN.T.S.g1.0

1Project Location

no

rthN.T.S.g1.0

2Scope of Work

GENERALg1.0 COVER SHEETg1.1 ABBREVIATIONS AND SYMBOLS

ARCHITECTURALa1.0 SITE PLANa4.0 BUILDING 100 - ELEVATIONSa4.1 BUILDING 200 - ELEVATIONSa4.2 KITCHEN - ELEVATIONSa4.3 BUILDING 300 - ELEVATIONSa4.4 BUILDING 400 - ELEVATIONSa4.4 BUILDING 400 - ELEVATIONSa4.6 GYMNASIUM - ELEVATIONSa4.7 LIBRARY - ELEVATIONSa4.8 BUILDING 800 - ELEVATIONSa4.9 BUILDING 800 - ELEVATIONSa4.10 BUILDING 600 - ELEVATIONSa4.11 BUILDING 600 - ELEVATIONS

1

a7.1

N-S section1/8" = 1'-0"

CLASS

129

A129B

10'-0"

11'-3 3/4"

LANDING 2

1

a1.0

A

5

a6.3

G

F

E

D

a6.1

1

a9.2

1

a1.0

1

a1.0

2

a7.2

2

a7.2

2

a5.2

ELEVATION INDICATOR

PARTITION TYPE

KEYNOTE

CEILING HEIGHT

WINDOW MARK

DOOR NUMBER

ROOM NAME / NUMBER

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

ENLARGED AREA

SECTION / DETAIL TAG

BUILDING SECTION TAG

DRAWING TITLE

WALL SECTION TAG

2

symbols legend

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general project notesabbreviations

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTEDOTHERWISE

UON UNLESS OTHERWISENOTED

URNL URINAL

VAC VENTILATION AND AIRCONDITIONING

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W WIDE/WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WM WIRE MESH

WP WATERPROOF/WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED,CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED,OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PAINT

PAV PAVING

PBD PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI. PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT OR PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUAREFOOT

PT POINT

PT PRESSURE TREATED

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEDREINFORCING

REINF REINFORCED

REL RELOCATE

REM REMOVABLE

REOOM RECOMMENDED

REQ REQUIRE/REQUIRED

REQD REQUIRED

RESIL RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET/FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SM SURFACE MOUNTED

SP STANDPIPE

SPEC SPECIFICATION

SPEC SPECIFIED ORSPECIFICATION

SPK SPRINKLER OR SPEAKER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSIONCOEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURAL

STRUCT STRUCTURE ORSTRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TEL TELEPHONE/TELECOM

TELE TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TS TUBE STEEL

TV TELEVISION

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FD FLOOR DRAIN OR FIREDEPARTMENT

FDC FIRE DEPARTMENTCONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHERCABINET

FF&E FURNITURE, FIXTURES ANDEQUIPMENT

FFB FLUSH FLOOR BOX

FFEL FINISH FLOOR ELEVATION

FH FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCEDCONCRETE

FRT FIRE RETARDANT TREATED

FT FEET/FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCEDCONCRETE

GL GLASS

GLAZ GLAZING

GRAN GRANULAR

GRD GROUND

GRFG GLASS FIBER REINFORCEDGYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH/HEIGHT

HB HOSE BIB

HB HOSE BIBB

HC HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HR HOUR

HRC HOSE REEL CABINET

HTG HEATING

HVAC HEATING VENTILATION ANDAIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN INCH/INCHES

INCAND INCANDESCENT

INCL INCLUDED/INCLUDING

INFO INFORMATION

INSUL INSULATION

INSUL INSULATED OR INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCK OUT

LAM LAMINATE

LAV LAVATORY

LB POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMBR MEMBRANE

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NONCOMB

NON COMBUSTIBLE

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

& AND

@ AT

AB ANCHOR BOLT

ABC AGGREGATE BASECOURSE

ABI ADDITIVE BID ITEM

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTICAL PANELCEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

AV AUDIOVISUAL

BD BOARD

BET BUILDING ENTRANCETERMINAL

BFF BELOW FINISHED FLOOR

BIT BITUMINOUS

BL BASELINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM, BENCHMARK

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT-UP ROOFING

C CONDUIT

CA COMPRESSED AIR

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CB CEMENT BOARD

CBU CEMENTITIOUS BACKERUNIT

CC CENTER TO CENTER

CCTV CLOSED CIRCUITTELEVISION

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLKG CAULKING

CLR CLEAR

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CW COLD WATER

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

CMU CONCRETE MASONRY UNIT

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENEDIENE M-CLASS

EQ EQUAL

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND LOCATION OF ALL UNDERGROUND OR CONCEALED UTILITIES IN ADVANCE OF ANY CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE ALL UNDERGROUND UTILITIES ON OR NEAR THE PROJECT SITE.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANY OR ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY UTILITIES FOUND TO BE IN THE WAY OF THE NEW CONSTRUCTION SHALL BE REMOVED, RELOCATED OR REPLACED AS DIRECTED. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND/OR CIVIL PLANS FOR SPECIFIC REQUIREMENTS.

C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL ABANDONED (RETIRED) UTILITIES THAT INTERFERE WITH THE CONSTRUCTION PROJECT. THE CONTRACTORS AND LOCAL UTILITY AND TRAFFIC CREWS SHALL COORDINATE WORK SCHEDULES SO AS TO PREVENT ANY CONFLICTING WORK CONDITIONS.

D. CONTRACTOR SHALL REPAIR ANY AND ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION IN ACCORDANCE WITH LOCAL SPECIFICATIONS, AT NO ADDITIONAL COST.

E. CONTRACTOR TO NOTIFY "BLUE STAKE" @ 1-800-782-5348, AT LEAST 48-HOURS IN ADVANCE OF ANY EXCAVATION. UTILITY LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT.

F. ALL ITEMS REMOVED SHALL BE TEMPORARILY STORED IN A LOCATION APPROVED BY THE OWNER, AND THE OWNER SHALL REVIEW ALL ITEMS PRIOR TO ANY DISPOSAL. ANY ITEM WHICH IS DEEMED SALVAGEABLE SHALL REMAIN THE OWNER'S PROPERTY, AND WILL BE REMOVED TO STORAGE FACILITIES DESIGNATED BY THE OWNER FOR FUTURE USE. IF THE OWNER DEEMS AN ITEM AS NON-SALVAGEABLE, THE CONTRACTOR SHALL DISPOSE OF IT.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY DEBRIS RESULTING FROM THE DEMOLITION AND CONSTRUCTION. AT NO TIME SHALL ANY OF THIS MATERIAL OBSTRUCT THE NORMAL OPERATION.

H. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY OR ALL EXCESS EXCAVATION AND CONSTRUCTION RELATED DEBRIS, AT THE END OF EACH WORK DAY.

I. THE CONTRACTOR IS ADVISED THAT DAMAGE TO ANY PORTION OF THIS PROJECT'S BUILDING(s) & SURROUNDING AREA AS A RESULT OF THIS PROJECT IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE TO FAMILIARIZE HER/HIM SELF WITH ALL THE EXISTING CONDITIONS THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN THESE PLANS.

K. THE JOB SITE, AT THE COMPLETION OF CONSTRUCTION, SHALL BE CLEANED OF ANY DEBRIS OR SPOILS RESULTING FROM THE CONSTRUCTION.

L. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING RECORDED DIMENSIONS INDICATED AND ALL EXISTING CONDITIONS THAT IMPACT NEW CONSTRUCTION.

M. THE CONTRACTOR SHALL ESTABLISH ALL QUANTITIES BASED ON ACTUAL CONDITIONS. THESE DRAWINGS ARE NOT TO BE SCALED.

N. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST 72 HOURS IN ADVANCE OF ANY CONSTRUCTION THAT REQUIRES SPECIAL/REQUIRED INSPECTION(s).

O. ALL MATERIALS REQUIRED SHALL BE OF A GRADE AND QUALITY CONSISTENT WITH THE INTENDED USE AS SPECIFIED & APPROVED BY THE ARCHITECT.

P. INSTALL A CONTINUOUS BEAD OF SEALANT AT ALL GAPS/SEAMS BETWEEN IMMOVABLE EQUIPMENT AND WALLS.

Q. FIRE LANES SHALL BE MAINTAINED IN A CONDITION TO ASSURE ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

R. SMOKING IS PROHIBITED ON CAMPUS.

MULTI-PURPOSE

BUILDING 200

CLASSROOM

BUILDING 300

CLASSROOM

BUILDING 400

BUILDING 500

GYMNASIUM

BUILDING

KITCHEN

BUILDING

ADMIN BUILDING 100

a4.6

1

a4.62

a4.6

3

a4.6 4

a4.4

1

a4.42

a4.4

3

a4.4 4

a4.3

1

a4.32

a4.3

3

a4.3 4

a4.0

1

a4.02

a4.0

3

a4.0 4a4.1

1

a4.12

a4.5

1

a4.52

a4.5

3

a4.5 4a4.2

2

a4.2 3

a4.21

a4.1 3

a4.8

1

a4.9 1a4.92

a4.8

3

a4.82

a4.8 4

BU

ILD

ING

80

0A

BUILDING 800B

BU

ILD

ING

80

0C

a4.1

4

LIBRARY

a4.7

1

a4.7 4

a4.7

3

a4.72

BUILDING 600B

BU

ILD

ING

60

0A

BU

ILD

ING

60

0C

BU

ILD

ING

60

0D

a4.10 1

a4.10

2

a4.103

a4.10

4

a4.10

5

a4.106

a4.10

7

a4.10 8

a4.11

1

a4.112

a4.11

3

a4.11 4

a4.11

5

a4.116

a4.11

7

a4.11 8

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

8.1

1. DO NOT SCALE DRAWINGS. COORDINATE ALL WORK WITH THE SCHOOL SCHEDULE.

2. THE EXTERIOR COATING SYSTEM WILL INCLUDE MULTIPLE COLORS. REFER TO GRAPHIC TEXTURE ON EXTERIOR ELEVATIONS FOR LOCATIONS.

3. NOT ALL ELEVATIONS ARE REPRESENTED IN THE EXTERIOR ELEVATION SHEETS. RECESSED ALCOVES SHALL BE FIELD VERIFIED. ALL EXTERIOR ENVELOPE SURFACES SHALL BE COATED.

4. ALL EXTERIOR DOORS SHALL RECEIVE NEW HARDWARE. REFERENCE OVERALL SITE PLAN & EXTERIOR BUILDING ELEVATIONS.

5. ALL ADHESIVE APPLIED SIGNAGE AT CLASS & ENTRY DOORS SHALL BE REMOVED. REMOVE ADHESIVE RESIDUE FOR PAINTING. REINSTALL SIGNAGE.

6. FIELD VERIFY ALL DOOR LOCATIONS. DUE TO ELEVATION VIEW, SOME DOORS AND SURFACES ARE NOT VISIBLE.

general notes

keynotes

8.1 HM DOOR & DRAME. REMOVE PERIMETER DOOR SEALS,DOOR SHOE & DRIP. FILL ALL HOLES. PREPARE, PRIME &PAINT DOOR. INSTALL NEW HARDWARE. PERIMETERSEALS - 379 AS. DOOR SHOE - 345-ANB. DRIP - 346APEMKO OR EQUAL.

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23459

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date

revisions


(520) 326-3700(520) 326-1148

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no

rth1/32" = 1'-0"a1.0

1site plan - reference

9.11

9.79.7 7.7 8.1 7.7 8.1

7.3 9.99.9

9.7

9.11 7.19

9.7

7.20

9.12

7.20

9.79.7

9.11 7.7

7.37.37.3

9.99.9

7.7 8.1

7.37.3 9.9 9.79.7

9.11

7.20

9.7

8.1 8.1 8.19.79.77.7 7.7 9.3

100

9.3

9.79.7

9.79.79.11

8.1

7.20 7.7

9.139.13

9.11

8.1 8.1

9.11 9.79.79.79.77.37.3

9.9

7.20






general notes

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23459

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CE

A.

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job

date

revisions


(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX


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1/8" = 1'-0"a4.0

1building 100 - north elevation

1/8" = 1'-0"a4.0

2Building 100 - east elevation

1/8" = 1'-0"a4.0

3Building 100 - south elevation

1/8" = 1'-0"a4.0

4Building 100 - west elevation

7.3 ELECTRICAL DEVICE. REMOVE ALL EXISTING SEALANT.PREPARE JOINT BETWEEN DEVICE & CONCRETE ANDAPPLY NEW SEALANT.

7.7 EXISTING HM WINDOW FRAME. REMOVE PERIMETERCAULKING & RE-CAULK FRAME TO STUCCO. PREPARE ANDPAINT FRAME.

7.19 REMOVE CAULKING BETWEEN PRE-CAST TEES ANDSTUCC. ADD NEW BACKER ROD AND SEALANT. +/- 3/4"JOINT. APPLIES TO ENTIRE ELEVATION.

7.20 INSTALL A NEW PRE-FINISHED PARAPET CAP FLASHING. 4"VERTICAL LEGS.

8.1 HM DOOR & DRAME. REMOVE PERIMETER DOOR SEALS,DOOR SHOE & DRIP. FILL ALL HOLES. PREPARE, PRIME &PAINT DOOR. INSTALL NEW HARDWARE. PERIMETER SEALS- 379 AS. DOOR SHOE - 345-ANB. DRIP - 346A PEMKO OREQUAL.

9.3 SIGNAGE. TAPE OFF & PROTECT DURING PAINTING.

9.7 SEAL ALL CRACKS, PREPARE, PRIME & APPLYELASTOMERIC COATING OVER STUCCO. INCLUDEBACKSIDE OF PARAPETS. COLUMNS ARE AN ACCENTCOLOR.

9.9 PAINT ALL EXPOSED CONDUIT & PIPING.

9.11 PREPARE, PRIME & PAINT RECESSED WOOD TRIM.CONTINUOUSLY CAULK THE INTERSECTION BETWEEN THESTUCCO METAL AND WOOD TRIM.

9.12 PAINT DRIP EDGE.

9.13 AT PORCH/OVERHANG LOCATIONS, PAINT ALL STUCCOSURFACES ON WALLS AND SOFFITS. PAINT WOOD STUCCOAND CONCRETE SOFFITS. FIELD VERIFY CONDITIONS.

keynotes

9.10

9.7

8.1 7.10ANGLED VIEW

7.7 7.4 7.107.107.4

7.3

9.9

8.1

9.79.11

7.7

7.37.3

7.7 8.1 7.4 8.1 7.77.7

7.3

9.14

9.14

9.13

9.11

9.79.7

8.18.1 9.110.6

7.3

9.119.7 9.7 9.3 0.7 8.18.1

9.7

9.11200

9.3

9.13 9.13

9.22 9.22 9.13

SEE SHEET A4.2 FOR BUILDING CONTINUATION

7.3 9.10

8.1

9.11

9.7

9.79.77.37.3

8.1

9.79.7

9.9

7.3

7.4

9.14

9.13

9.11

9.7

8.1 9.7

7.107.10

BUILDING ADDITION

ANGLED VIEW 9.7

9.11

7.67.6

7.37.39.7

9.14

9.7 9.7

9.14






general notes

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1/8" = 1'-0"a4.1

1Building 200 - north elevation

1/8" = 1'-0"a4.1

2Building 200 - elevation

1/8" = 1'-0"a4.1


1/8" = 1'-0"a4.1


0.6 PLEASE NOTE: WALL UNDER CANOPY EXTENDS TO 12'-0".

0.7 PLEASE NOTE: WALL UNDER CANOPY EXTENDS UP TO17'-0".


7.4 HOSE BIB / ELECTRICAL CONDUIT PENETRATION / PIPEPENETRATION, REMOVE ALL SEALANT. PREPARE JOINT,INSTALL BACKER ROD IF JOINT EXCEEDS 1/4" AND APPLYNEW SEALANT.

7.6 REMOVE CAULKING AT SHADE STRUCTURECOUNTERFLASHING.RE-CAULK.


7.10 MECHANICAL LOUVER, CAULK PERIMETER. PRIME & PAINT.





9.10 WOOD FASCIA/RAKE PIECE. SCRAPE, PREPARE, PRIME &PAINT, INCLUDING METAL DRIP EDGE. PAINT UNDER SIDE.



9.14 PAINT CAP FLASHING, INSIDE, OUTSIDE AND TOP.

9.22 NOTE: UNDER OVERHANG RECAULK PRE-CAST CONCRETETEES PER KEYNOTE 7.19.

keynotes

8.1 8.2 8.1

7.6

7.3

7.3

9.14

9.79.7

9.15

9.7 9.79.7

7.37.3 7.3

9.2 7.4

9.14

9.159.15

8.1 8.1 8.1

7.6

9.9 9.7

7.37.39.7

9.2

7.37.3 9.7 9.14

9.159.15






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1/8" = 1'-0"a4.2

1kitchen - east

1/8" = 1'-0"a4.2

2kitchen - south

1/8" = 1'-0"a4.2

3kitchen - west





8.2 ROLL UP DOORS. CAULK PERIMETER FRAM TO CMU.

9.2 SHEET METAL DOWNSPOUT. RE-CAULK THROUGH WALLSCUPPER. PREPARE, PRIME AND PAINT.




9.15 PREPARE AND PAINT ALL STEEL ON CANOPY.

keynotes

9.10

8.17.58.17.5 4.3 4.3

9.10

9.10

4.3

7.57.5

7.6

4.37.37.4 9.9

7.3

9.9

8.1

3009.3

7.5 7.58.1

9.109.10

7.3

7.4

4.3

7.47.4

7.37.37.37.3

7.4

7.37.3

4.37.77.7

7.3

4.3

7.47.3 9.17 9.109.10

4.34.3

7.3

7.6

9.169.16






general notes

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1/8" = 1'-0"a4.3


1/8" = 1'-0"a4.3


1/8" = 1'-0"a4.3


1/8" = 1'-0"a4.3


4.3 BRICK MASONRY. RE-POINT JOINTS WITH LOOSE MORTAR.BID 50 L.F. OF JOINT PER ELEVATION. RESEAL BRICK.



7.5 EXISTING ALUMINUM STOREFRONT WINDOWS. REMOVEALL SEALANT AROUND PERIMETER. PREPARE, ADD ABACKER ROD AND RE-CAULK INTERSECTION BETWEENALUMINUM AND STRUCTURE.







9.16 PAINT WOOD COLUMNS, BEAMS AND SOFFITS.

9.17 PREPARE AND PAINT DUCTWORK.

keynotes

7.57.57.5 8.1

9.109.10

4.34.3

9.10

4.3

9.18

9.10

9.9

8.18.14.3

9.9

4.3 4.2

7.3

7.3

7.3

9.18

400

9.3

7.57.57.58.1 4.37.11

9.109.10

4.3

7.3

7.3

9.9

7.6

7.5

9.10

9.9

9.10

9.10

4.1

8.1

8.18.17.57.5 4.3 4.37.3

7.3

9.9

9.10

7.39.9 9.18

4.3

4.3






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1/8" = 1'-0"a4.4


1/8" = 1'-0"a4.4


1/8" = 1'-0"a4.4


1/8" = 1'-0"a4.4


4.1 MASONRY CONTROL JOINT. REMOVE ALL SEALANT ANDBACKER ROD. INSTALL NEW ROD & CAULK JOINT FULLHEIGHT.

4.2 EXPOSED CMU WALL. REPOINT LOOSE MASONRY & FILLANY PIN HOLES. BID 50 L.F. OF JOINT REPAIR ON EACHELEVATION. CLEAN, PREPARE & RESEAL WALL.

4.3 BRICK MASONRY. RE-POINT JOINTS WITH LOOSE MORTAR.BID 50 L.F. OF JOINT PER ELEVATION. RESEAL BRICK.




7.11 DRINKING FOUNTAIN / SINK. CAULK ALL PIPEPENETRATIONS PER KN 7.4.





9.18 CMU. REPAIR JOINTS AND PAINT.

keynotes

8.1 8.1 8.1 8.1 8.18.1 8.1

9.11

9.7

9.7

7.77.78.1

9.11

500

9.37.3

9.7

9.14

9.13

9.119.119.11

9.7

7.77.77.7 7.77.77.7

7.3 9.99.9

7.3 7.77.7

9.7 9.117.3

7.3

9.39.10 9.11 7.3

7.3

9.11

7.77.77.7 8.1 8.18.18.1

9.9

7.3

9.7

9.7

9.10 7.3

7.77.77.7

7.37.3 9.7

9.11

9.79.11

9.13 9.7

9.14

9.13

9.7

9.7 7.3

8.1 7.77.77.79.11 7.3

7.4 9.7

9.7 7.77.77.7 8.18.1

9.117.47.39.14 9.11 9.7






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1/8" = 1'-0"a4.5


1/8" = 1'-0"a4.5


1/8" = 1'-0"a4.5


1/8" = 1'-0"a4.5













keynotes






general notes7.16 7.16 7.16 7.169.7 9.7 9.7 9.7

7.15 7.15 7.15

7.97.9

9.2

8.1 8.17.4 7.4

7.3

0.3 9.2

9.79.7

7.5 8.1 7.5

7.3

9.2 7.3

9.99.9

7.3 9.2

9.69.79.14

9.2

9.14

9.79.7

7.6

8.1 7.4

9.79.77.6

7.3 8.1 7.37.37.3

9.7

9.15 9.15

9.14

9.14

9.7

9.9

9.3

7.37.15 7.15 7.15 7.15 7.15

9.2 9.2 9.2 9.2

9.3

9.79.7 9.79.7 9.79.7

9.14

9.14

9.7 9.79.79.7

7.67.6

7.3

9.79.7 8.18.1 8.18.1

7.6

7.11

9.14

9.14

9.159.15

8.1 7.7 9.15

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0.3 REMOVE & REINSTALL STORAGE UNIT TO PERFORMWORK.





7.7 EXISTING HM WINDOW FRAME. REMOVE PERIMETERCAULKING & RE-CAULK FRAME TO STUCCO. PREPAREAND PAINT FRAME.

7.9 CAULK PERIMETER OF WELD PLATE. PREPARE, PRIME &PAINT PLATES.

7.11 DRINKING FOUNTAIN / SINK. CAULK ALL PIPEPENETRATIONS PER KN 7.4.

7.15 KALWELL TRANSLUCENT PANELS. REMOVE CAULKINGAT PERIMETER. RE-CAULK.

7.16 RECESSED ELECTRICAL PANEL. CAULK PERIMETER OFPANEL TO CMU. FOUR SIDES.

8.1 HM DOOR & DRAME. REMOVE PERIMETER DOOR SEALS,DOOR SHOE & DRIP. FILL ALL HOLES. PREPARE, PRIME &PAINT DOOR. INSTALL NEW HARDWARE. PERIMETERSEALS - 379 AS. DOOR SHOE - 345-ANB. DRIP - 346APEMKO OR EQUAL.



9.6 STEEL LADDER. CAULK ALL CONNECTION PLATES @STUCCO. PRIME & PAINT.





keynotes

1/8" = 1'-0"a4.6

1gym - north elevation

1/8" = 1'-0"a4.6

2gym - east elevation

1/8" = 1'-0"a4.6

3gym - south elevation

1/8" = 1'-0"a4.6

4gym - west elevation

9.29.27.5

7.5

9.11

9.79.7

7.3

9.9

7.3

9.14

9.19

7.57.78.17.5

9.79.7

9.11 7.3

7.3

700

9.39.14

9.19

9.27.3 9.29.11

9.79.7

7.5 9.14

9.19

8.17.37.3

9.79.7 9.79.7

9.117.3 9.14

9.19






general notes

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1/8" = 1'-0"a4.7

1Library - north elevation

1/8" = 1'-0"a4.7

2Library - east elevation

1/8" = 1'-0"a4.7

3Library - south elevation

1/8" = 1'-0"a4.7

4Library - west elevation











9.19 PAINT WOOD SKIRT AND TRIM.

keynotes

8.18.1

7.37.37.3 7.3

4.14.17.4

9.7

4.20.8 4.1

9.7

4.2 7.38.1

7.37.3

4.1 7.187.18

7.187.187.187.187.189.14

4.2 4.2

9.14 9.14

4.1

7.3

7.3 9.9 9.7

4.2

7.16

9.9

7.47.4

7.7

9.2

4.1 7.16 4.14.2

9.7

7.7

9.2 7.3

7'-0"

4.1 4.1

9.2

7.7

7.18

7.189.14

4.2

7.7

9.2

7.16 7.3

9.2

7.7 4.1 7.7 4.1 4.4 7.77.7

9.2

4.1

9.7 9.7 9.7

4.1

9.2

7.5

7.18

4.1

7.3 7.3

4.1

7.18

7.16

9.14

4.2

4.2 9.14

4.2

7.7

4.1 9.2 7.77.7 4.1 9.2 7.7 4.1 7.7

9.2

4.1 7.77.7

9.2

7.7

7.3

4.17.34.17.3

7.187.18 7.189.14

4.2

9.14

4.2






general notes

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1/8" = 1'-0"a4.8

1buildings 800A/800B/800C - north

1/8" = 1'-0"a4.8

2buildings 800A/800B/800C - east

1/8" = 1'-0"a4.8

3buildings 800A/800B/800C - south

1/8" = 1'-0"a4.8

4buildings 800A/800B/800C - west

0.8 FIRE EXTINGUISHER CABINET.

4.1 MASONRY CONTROL JOINT. REMOVE ALL SEALANT ANDBACKER ROD. INSTALL NEW ROD & CAULK JOINT FULLHEIGHT.


4.4 PLACEHOLDER - NOT SURE WHAT.





7.16 RECESSED ELECTRICAL PANEL. CAULK PERIMETER OFPANEL TO CMU. FOUR SIDES.

7.18 REMOVE OLD CAULKING ALONG TOP OF CMUWAINSCOTING AND DOOR FRAMES. RE-CAULKCONTINUOUSLY AROUND BUILDING.






keynotes

4.2 8.1 8.1 8.1 8.1

9.7 9.7 9.77.3 7.3 7.3 7.3 7.3 7.3

7.17

7.18 7.187.187.18 9.14

7.4 8.1

7.3

9.9 8.1 8.18.17.17

7.3 7.3

9.9 4.2

7.18 7.18 7.187.189.14






general notes

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1/8" = 1'-0"a4.9

1buildings 800A/800B/800C courtyard - east

1/8" = 1'-0"a4.9

2buildings 800A/800B/800C courtyard - west




7.17 FIRE EXTINGUISHER PLACEHOLDER.

7.18 REMOVE OLD CAULKING ALONG TOP OF CMUWAINSCOTING AND DOOR FRAMES. RE-CAULKCONTINUOUSLY AROUND BUILDING.





keynotes

7.77.7 7.77.79.11

9.10

9.209.219.21

9.10

9.11

7.3

7.217.21

9.9

9.11

9.21

8.1

7.77.7 7.77.77.6

9.15

9.15

7.6

0.9

9.21

9.20 0.9

8.1

9.107.21

7.3 7.39.9 9.20

9.219.21

7.77.7 7.77.79.20

9.10

9.219.21

9.107.21

9.11

9.9 7.3

9.21

9.20

8.17.77.7

7.6

9.10

8.1 7.77.7

7.6

9.10

9.15

0.9

9.219.21

9.20 0.9

9.15

9.107.21

7.3 7.39.9 9.20

9.21






6. FOR BIDDING PURPOSES, INCLUDE THE FOLLOWING WOOD TRIM IN THE BASE BID. PER PORTABLE INCLUDE:A. 200 L.F. OF 1X4 WOOD TRIMB. 384 S.F. OF T-III SIDINGC. 1000 S.F. OF T-III SKIRTING

general notes

N

TACIFI

AD

DENGS

TE

I

R

C

ET E

O.

H

S.

MARK E.

EG

RA

R

NZI O U.A

BOLLARD

23459

ISD

ETER ARC

CE

A.

T

IT

job

date

revisions


(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX


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0.9 REMOVE & REINSTALL STAIRS TO PERFORM WORK.




7.21 CAULK AROUND DUCT PENETRATIONS.






9.20 PREPARE AND PAINT ALL WOOD TRIM.

9.21 PREPARE AND PAINT ALL WOOD SIDING AND TRIM.

keynotes

1/8" = 1'-0"a4.10

1building 600A - north

1/8" = 1'-0"a4.10

2building 600A - east

1/8" = 1'-0"a4.10

3building 600A - south

1/8" = 1'-0"a4.10

4building 600A - west

1/8" = 1'-0"a4.10

5building 600B - north

1/8" = 1'-0"a4.10

6building 600B - east

1/8" = 1'-0"a4.10

7building 600B - south

1/8" = 1'-0"a4.10

8building 600B - west

9.10

7.39.9

7.21

7.39.9

7.3

9.20

9.219.21

7.77.7 7.77.7

9.10

9.20

9.21

9.10

7.39.99.97.3

7.21

9.21

9.20

8.1

7.6

9.20

9.10 9.10

7.77.7 7.77.79.20

8.1

7.6

0.9

9.21

0.9

9.15

9.107.217.21

9.21

9.207.37.3 9.9

600

9.3

9.20 7.77.7 7.77.7

9.10

9.21

9.117.21

7.39.99.9

9.21

9.20

8.1

7.6

7.77.7 7.77.79.20

8.1

7.6

9.10

0.9

9.20 9.21

9.15






6. FOR BIDDING PURPOSES, INCLUDE THE FOLLOWING WOOD TRIM IN THE BASE BID. PER PORTABLE INCLUDE:A. 200 L.F. OF 1X4 WOOD TRIMB. 384 S.F. OF T-III SIDINGC. 1000 S.F. OF T-III SKIRTING

general notes

N

TACIFI

AD

DENGS

TE

I

R

C

ET E

O.

H

S.

MARK E.

EG

RA

R

NZI O U.A

BOLLARD

23459

ISD

ETER ARC

CE

A.

T

IT

job

date

revisions


(520) 326-3700(520) 326-1148

www.swaimaia.com

OFFICEFAX


/

/

8/1

2/2

020

8:2

7:1

1 A

MC

:\A

ctive

Revit P

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\111

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1/8" = 1'-0"a4.11

1building 600C - north

1/8" = 1'-0"a4.11

2building 600C - east

1/8" = 1'-0"a4.11

3building 600C - south

1/8" = 1'-0"a4.11

4building 600C - west

1/8" = 1'-0"a4.11

5building 600D - north

1/8" = 1'-0"a4.11

6building 600D - east

1/8" = 1'-0"a4.11

7building 600D - south

1/8" = 1'-0"a4.11

8building 600D - west

0.9 REMOVE & REINSTALL STAIRS TO PERFORM WORK.




7.21 CAULK AROUND DUCT PENETRATIONS.







9.20 PREPARE AND PAINT ALL WOOD TRIM.

9.21 PREPARE AND PAINT ALL WOOD SIDING AND TRIM.

keynotes

Documents

7350 EAST SPEEDWAY 210 TUCSON, ARIZONA 85710 ......PROJECT LOCATION E M A R Y A N N C L E V E L A N D W AY E C O L O S S A L C A V E R D I - 10 N I F I CAT A D GNED S T E I R C E T