roof restoration - amphitheater public schools · amphitheater public schools richard b. wilson k-8...

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

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

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION

OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R

REVISION SCHEDULE:

MARCH 2018

17.14.24

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

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KLINDT D.BRECKENRIDGE

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Cover Sheet

RICHARD B. WILSON K-8 SCHOOLROOF RESTORATIONAmphitheater Public Schools

100% Construction DocumentsMarch 2018

Job No. 17.14.24

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GeneralInformation

EXTERIOREXT.

WITHWATER CLOSET

VENT THRU ROOFVERTICAL

WEIGHT

WROUGHT IRON

WAINSCOT

WALL CLEAN OUT

WINDOW

WATER RESISTANTWATER PROOF

WOOD

GYPSUM WALL BOARD

WATER RESISTANT -

WELDED WIRE MESH

VINYL COMPOSITION TILE

NOMINALNOT IN CONTRACT

MULLIONMETALMOUNTEDMASONRY OPENINGMETAL LATHMISCELLANEOUSMINIMUMMANHOLEMANUFACTURER

OVER OR ON

PAVEMENT

OPPOSITEOPENING

OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER

NOT TO SCALENUMBER

CONTRACTOR INSTALLED

MEMBRANE

NO.

P

OPNG.

O.F.C.I.

OPP.

O/

O.D.O.C.

O.F.

N.T.S.

MTD.

N.I.C.NOM.

MULL.MTL.

MIN.

M.L.MISC.

MO

M.H.MFG.MEMB.

HOLLOW METALH.M.

INTERIORINSULATIONINFORMATIONINSIDE FACE

INTEGRAL COLOR CONCRETE

HOT WATER RETURNHOT WATERHEIGHTHORSEPOWERHORIZONTAL

MECHANICAL

MAXIMUMMATERIALMASONRY

LAVATORY

JANITOR'S CLOSET

MACHINE BOLT

JOINTJOIST

JUNCTION BOX

MASONRY CONTROL JOINTMECH.

MAX.MAT.

MCJM.B.

MAS.

JT.

LAV

J.C.JST.

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I.F.

INS.INT.

INFO.

ICC.

HT.

HWR

H.P.

H.W.

HORIZ.

FLOOR SINKFLUORESCENTFLOORFLASHINGFINISH

FIRE EXTINGUISHERFOUNDATIONFLOOR CLEAN OUTFLOOR DRAIN

EXISTING

GALVANIZED

HARDWAREHOLLOW COREHOSE BIB

GLUE LAMB BEAM

FURRINGFOOTING

GAUGE

GLASS FIBER

GYPSUM WALL BOARD

FINISH FLOOR ELEVATIONFIRE EXTINGUISHER CABINET

FT. FEET

H.C.H.B.

HDW.

GLBGWB

GALV.GFRC

FTG.FURR.

GA.

FEC

FLUOR.F.S.

FLR.

FIN.F.F.E.

FLSH.

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

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WSCT.

W.W.M.WT.

W.I.

W/W.C.

VTRVERT.VCT

PLASTERPLATE

PIECE

PLATE GLASS

PERPENDICULAR

PULL CHAIN

PLASTIC LAMINATE

PANELPAIR

PLYWOOD

PARTITION

PROJECT

PHASEPAINTED

PURLIN

QUARRY TILE

PUBLIC

RADIUSRISER

RECEPTACLEROOF DRAIN

RETURN AIR

ROOMROOFINGREVISIONREQUIREDREENFORCEMENTREGISTERRECESSED

SECTION

SHEETSQUARE FOOT

SOLID CORE

SCHEDULE

SQUARE

SIMILAR

SERVICE SINK

SPECIFICATIONSSHEET METAL

SPEAKER

ROUGH OPENING

STEELSTRUCTURAL

STANDARDSTAINLESS STEEL

STORAGE

TREAD

THICKTHRESHOLDTOP OF BEAM

TELEPHONE

TUBE STEEL

TELEVISION

TOP OF WALLTOP OF MASONRYTOP OF FOOTING

TYPICAL

VENTILATE

TOP OF CURB

POLYVINYL CHLORIDE

PRESSURE TREATED

VITRIFIED CLAY PIPE

UNLESS NOTED OTHERWISE

TELEPHONE TERMINAL BOARD

SHORT LEG VERTICAL

TONGUE AND GROOVE

SUSPENDED CEILING

SOLID CORE WOOD DOOR

S.S.

CPT. CARPET

DRAWING

DOOR

DIMENSIONDRINKING FOUNTAINDETAIL

COLD WATERCERAMIC TILECOUNTERSINK

DOWN SPOUT

DITTODOWN

EXPANSIONEXISTINGEXHAUST

EACH WAYEQUIPMENTEQUALENTRANCEELEVATIONELECTRICALEXPANSION JOINTEACH FACEEACH

ELECTRIC WATER COOLER

EXIST'G.EXP.

E.W.

EXH.EWC

EQUIP.EQ.

E.J.

ELEV.ELEC.

ENT.

E.F.EA.

DWG.

DR.DODN.

D.S.

DIM.D.F.DET.

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V OR VENT

TYP.

VCP

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T.S.

TVT.T.B.

T.O.W.

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

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T

THR.T.O.B.

TH.TEL.T&G

STRUCT.SUSP. CLG.

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CATCH BASINCABINET

BUILT UPBETWEENBASEMENT

COLUMN

CONTINUOUSCONSTRUCTIONCONCRETECOMBINATION

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CLEAN OUT

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CONCRETE MASONRY UNIT

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SPECS.

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ADJACENTAIR CONDITIONING

ANCHOR BOLT

ALUMINUM

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AUTOMATIC

ACOUSTICAL TILEACCESS PANELAMPERE

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ABBREVIATIONS

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AGGREGATE BASE COURSE

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STRUCTURAL STEEL

METAL STUDS (SECTION)

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FINISH LUMBER

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X

CONCRETE MASONRY UNITS

WOOD STUDS

BRICK

CONCRETE

BASE COURSE

EARTH

NEW WALL (REFER TO KEYNOTE)

EXISTING WALL REMOVED

EXISTING WALL TO REMAIN

MATERIALS

STRUCTURAL STUDS

FULL HEIGHT INSULATION

ACID ETCHED CONCRETEA E C

G1.0 COVER SHEET

G2.0 GENERAL INFORMATION

NUMBERSHEET

PROJECT TEAM

ARCHITECTURAL

AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705

Architect

CONSTRUCTION NOTE

ROOM NUMBER

REVISION NUMBER

ELEVATION (plan)

ELEVATION (section)

OPENING SYMBOL

DEMOLITION NOTE

FIXTURE NOTE

DETAILWALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

Scale

Detail or Section Name

Scale

Detail or Section Name

which section or

number or letter

section or detail

number of sheet on

referencedcondition is sheet on which detail is drawn

identification

NorthPlan

Owner

BRECKENRIDGE GROUP, INC.

1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85712

SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944

Contractor

TBD

JAMES BURNSEXECUTIVE MANAGER OF OPERATIONAL SUPPORTAMPHITHEATER PUBLIC SCHOOLS520.696.5148

Owner Contact

RICHARD B. WILSON K-8 SCHOOL2330 W. GLOVER ROADORO VALLEY, AZ 85742

Project Address TITLESHEET

N.T.S.

Campus Map

N.T.S.

Location Map

C.BD. CEMENT BOARD

INSIDE DIAMETERI.D.

CULTURED MARBLECM.

THISPROJECT

C

SITE

1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2012 INTERNATIONAL BUILDING CODE

(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

INDEXSYMBOLS LEGEND

APPLICABLE CODES

A1.1 ROOF PLAN - NORTH CLASSROOM WING

OWNER FURNISHEDOWNER INSTALLED

O.F.O.I.

REINFORCED CONCRETE

A1.2 ROOF PLAN - SOUTH CLASSROOM WING

A1.3 ROOF PLAN - ADMIN/LIBRARY

A2.1 ROOF DETAILS

A1.0 DEMOLITION ROOF PLAN

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GLOVER ROAD

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12

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5

3

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2

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13

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2

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2

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6

15

9

7

7

13

13

7

7

13

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Demolition Roof Plan

Construction Keynotes

1

REMOVE PARAPET CAP2

CUT OFF ALL CURB FLASHING3

NOT USED4

REMOVE UNISTRUT FOR ELECTRICAL DISCONNECT5

REMOVE HOSE BIBBS & CAP BELOW ROOF6

ENLARGE HOLE OPENING IN DOWNSPOUT BOX FOR OVERFLOW 2" ABOVE

SCUPPER ELEVATION

7

REMOVE CURB CAP & RAISE EQUIPMENT CURB8

SAW-CUT 4" X 4" OPENING FOR THROUGH WALL SCUPPER OVERFLOW9

REMOVE CANT STRIP10

11

12

REMOVE CONCRETE ROOF TILE AND SALVAGE FOR RE-INSTALLATION;

REMOVE UNDERLAYMENT TO DECK.

NOT USED

REMOVE SCUPPER SCREENS AND SALVAGE FOR REINSTALLATION

13 REMOVE SPLASH BLOCK & SALVAGE FOR REINSTALLATION

1. ROOFING TO BE INSTALLED ON RECOVERY BOARD ON (E) ROOFING SYSTEM.

2. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPETSCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.

3. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEWBACKER ROD AND SEALANT, CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.

4. REMOVE ALL WOOD SLEEPERS AND REPLACE WITH RUBBER ROOF PIPE SUPPORTSBLOCKS.

5. REMOVE ALL PITCH PANS AND INSTALL LIQUID FLASHING AT ALL PIPE PENETRATIONS.

6. BUILDING & SITE WILL BE OCCUPIED DURING DEMOLITION & RE-ROOFING PHASES.

7. THE DEMOLITION PLAN & (E) CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTORSHALL FIELD VERIFY ALL (E) CONDITIONS.

8. CONDITIONS SHOWN ARE FOR GUIDANCE & GENERAL INFORMATION ONLY.CONTRACTOR SHALL VISIT THE SITE & EVALUATE ALL (E) CONDITIONS IN THE FIELD ANDPROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTES SHOWNIN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALLAPPROPRIATE LOCATIONS, WHETHER OR NOT SPECIFICALLY REFERENCED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION & REMOVAL OF ALLCOMPONENTS, MATERIALS & EQUIPMENT AS REQUIRED TO BUILD, ERECT, INSTALL, ORACCOMMODATE THE NEW CONSTRUCTION.

10. IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIALREASONABLY BELIEVED TO BE LEAD BASED PAINT, OR ANY OTHER HAZARDOUSMATERIAL, THE CONTRACTOR SHALL IMMEDIATELY REPORT THE CONDITION TO THEARCHITECT.

11. PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOT TO BE REMOVED FROMINJURY OR DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATION. REPLACEDAMAGED IMPROVEMENTS AND UTILITIES IN KIND.

12. ALL TRASH & UNUSED MATERIALS SHALL BE PROPERLY DISPOSED OF TO AN OFF SITELOCATION BY THE GENERAL CONTRACTOR.

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

14. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDINGAREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOT INCLUDEDIN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUST AND DEBRIS.

Construction General Notes

14 REMOVE ROOF DRAIN AS REQUIRED FOR NEW WORK & SALVAGE FOR

RE-INSTALLATION

REMOVE CRICKETS

Roof PlanComprehensive

15

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01/16'' =1'-0" 16' 48'

Roof Plan - North Classroom Wing

1 ROOFING OVER COVER BOARD OVER EXISTING ROOFING SYSTEM

Construction General Notes1. ALL ROOF EDGE FLASHING, COPINGS, BASE FLASHING, COUNTER FLASHING, PARAPET

SCUPPERS, AND CONDUCTOR HEADS TO BE REMOVED AND REPLACED.

2. REMOVE EXISTING SEALANT AT ALL WALL CONTROL JOINTS AND PROVIDE NEW

BACKER ROD AND SEALANT CONTRACTOR TO FIELD VERIFY ALL LOCATIONS.

Roof PlanNorth ClassroomWing

2

3 4" CANT STRIP

4 PARAPET COPING CAP

5 ADHERE METAL SPLASH BLOCK TO ROOFING SURFACE

6 REINSTALL CONCRETE ROOF TILE OVER NEW UNDERLAYMENT

7 ROOF EDGE GUTTER

8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP

9 INSTALL SCREEN AT THROUGH WALL SCUPPER

CRICKETS

Key Plan

NORTH WING

INSTALL PRE-MOLDED CURB FOR SWITCHGEAR SUPPORT10

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Roof Plan - South Classroom Wing

Roof PlanSouth ClassroomWing







2 CRICKETS

3 4" CANT STRIP




7 ROOF EDGE GUTTER

8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP


Key Plan

SOUTH WING

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Roof Plan - Admin/Library

Roof PlanAdmin/Library







2 CRICKETS

3 4" CANT STRIP




7 ROOF EDGE GUTTER

8 RAISE EQUIPMENT CURB AND REPLACE CURB CAP (NOT USED IN THIS SHEET)


Key Plan

ADMIN / LIBRARY

10 STRIP AND RE-CAULK PERIMETER OF GLASS BLOCK WINDOW FRAME, AND GRIND

OUT JOINT AROUND EA. BLOCK AND FILL WITH MODIFIED GROUT, BOTH SIDES;

TYP. 8 LOCATIONS

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A1.3

BASE PLY

3 COURSEAPPLICATIONOF MASTIC

16 GA. ANCHOR CHAIR

COPING COVER X 10'-0"

6" CONCEALED SPLICE PL.

@ EA. JOINT

EXTEND PLIES OVERBLOCKING FASTEN 8" O.C.

(4) FASTENERS PERANCHOR CHAIR

THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN. ON FIELD

4" CANT STRIP

1/2" RECOVERY BD

OVER (E) ROOFING

(E) MASONRY WALL

16 GA. ANCHOR CHAIR

40 MIL. SELF ADHERINGUNDERLAYMENT

COPING COVER X 10'-0"

6" CONCEALED SPLICE PL.

@ EA. JOINT

(4) FASTENERS PERANCHOR CHAIR

THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN. ON FIELD

4" CANT STRIP

1/2" RECOVERY BD

OVER (E) ROOFING

(E) MASONRY WALL

POLYURETHANE SEALANT

COUNTERFLASHINGFASTENED 8" O.C.THROUGH BUTYL TAPE

POLYURETHANE SEALANT

TERMINATION BARFASTENED 8" O.C.THROUGH BUTYL TAPE

BASE PLY

3 COURSEAPPLICATIONOF MASTIC

CONTINUOUS SEALINGMATERIAL ON PERIMETER

REPLACE SHEET METALCURB CAP WHEREREQUIRED

(E) WOOD NAILER

COUNTERFLASHING

THERMOPLASTICMEMBRANE

BASE FLASHING PLY 6"MIN. ON FIELD

3 COURSE APPLICATIONOF MASTIC

MODIFIED MEMBRANE

1/2" RECOVERY BOARD

OVER (E) ROOFING

1"

(E) MOUNTINGCURB

BOLTS WITH NEOPRENEWASHERS

NEOPRENE PAD

FLASHING FASTENED 8" O.C.

MTL. CAP SECURED 24" O.C.

W/ FASTENERS & NEOPRENE

WASHERS

THERMOPLASTIC MEMBRANE

BASE FLASHING PLY 6" MIN.ON FIELD

BASE PLY

3 COURSE APPLICATION OFMASTIC

MODIFIED MEMBRANE

1/2" RECOVERY BOARD

OVER (E) ROOFING

8" M

IN

.

(E) METAL EXHAUSTFAN COVER

FLASHING FASTENED

THERMOPLASTICMEMBRANE

BASE FLASHING PLY6" MIN. ON FIELD

CANT STRIP

3 COURSEAPPLICATION OFMASTIC

MODIFIED MEMBRANE

BASE PLY

1/2" RECOVERY BD.

OVER (E) ROOFING

8" M

IN

.

(E) CAP FLASHING

CONTINUOUS BUTYL TAPE

FASTENER WITHNEOPRENE WASHER

TERMINATION BARFASTENED 8" O.C.

THERMOPLASTICMEMBRANE FLASHING PLY,9" MIN.

BASE FLASHING PLY 6"MIN.

CANT STRIP

3 COURSE MASTIC

MODIFIED MEMBRANE

BASE PLY ON 1/2"

RECOVERY BD.OVER (E) ROOFING

(E) ROOF HATCH

8" M

IN

.

COUNTERFLASHING FASTENED8" O.C.

SET METAL FLANGE IN ROOFCEMENT AND PRIME PRIOR TOSTRIPPING

THERMOPLASTIC MEMBRANE,3" MIN ON FIELD, HEAT WELD


THERMOPLASTIC FB MEMBRANE

BASE PLY

1/2" RECOVERY BOARD ON

(E) ROOFING

POLYURETHANESEALANT

RE-INSTALL (E)SHEET METALCONDUCTORHEAD

MASK TARGET AREA ON ROOFMEMBRANE WITH TAPE

CLEAN ALL NON-POUROUSAREAS WITH ISOPROPYLALCOHOL

APPLY 32 WET MIL BASE COATOF FLASH OVER MASKED AREA

EMBED GRIP POLYESTER FIRMINTO BASE COAT

APPLY MINERALS IMMEDIATELYOR ALLOW FLASH TO CURE15-30 DAYS, THEN INSTALLREFLECTIVE COATING

2"






BASE PLY


(E) ROOFING

ENLARGE OVERFLOWOPENING IN (E) BOX,2" ABOVE BOTTOMOF SCUPPER






BASE PLY


(E) ROOFING

CAT STRIP

2"

CONCRETE ROOF TILE

MODIFIED MEMBRANEFLASHING

ROOFING MEMBRANE

BIRD STOP

GUTTER FASTENED 6"O.C.

BASE FLASHING PLY

METAL EDGE SET IN ROOFCEMENT, NAILED 3"O.C.STAGGERED PRIME METALFLANGE PRIOR TO STRIPPING

CONTINUOUS CLEATFASTENED 6"O.C.

GUTTER STRAP

GUTTER BRACKET

METAL DRIP FLASHING

EXISTING MASONRY WALL

STRIP AND RE-CAULKWINDOW FRAME, BOTH SIDES

(E) GLASS CLOCK

GRIND OUT JOINT AROUNDEA. BLOCK AND FILL WITHMODIFIED GROUT, BOTH SIDES

(E) H.M. FRAME

(E) MASONRY WALL


BATTEN EXTENDER

SHEET METAL PAN ORCHANNEL FLASHING;AT EAVE - EXTEND 1"-2" PASTEAVE, CUT AND TUCK UNDERTHE PAN

1"X2" MIN. WOOD BATTENWHERE REQ'D.

UNDERLAYMENT - EXTEND AMIN. OF 4" UP VERTICAL WD.BLOCKING OR WALL.

4"

MIN

.

APPROX.

6"

4"

MIN

.

4"

MIN

.

3/4

"

MIN

.

3

/

4

"

M

I

N

.

3

/

4

"

M

I

N

.

OPTIONAL PAN FLASHING

MINIMUM PAN FLASHING

SHEET METAL PAN FLASHING SHALL EXTEND A MIN.OF 4" UP VERTICAL WALL APPROXIMATELY 6" OUT

OVER THE DECK AND HAVE A MIN. 3/4" RETURN

UPWARD.

SOLID VERTICALWOOD BLOCKING

ROOF TILE

BIRD STOP

COVER METAL

NAILER TO ADJUST TO PROPERHEIGHT

VERTICAL BATTEN

UNDERLAYMENT

METAL DRIP EDGE

FASCIA BOARD

Amph

ithea

ter

Publ

ic S

choo

lsRi

char

d B.

Wils

on K

-8 S

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of R

esto

ratio

n

PROJECT NO:

DATE:





REVISION SCHEDULE:

MARCH 2018

17.14.24


DRAWN BY:

CHECKED BY:


1

A R I Z O N A

D at eS i gn ed .A.. SU.

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

RF

I

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I

C

EC TA C

TICRARETSIGER

ET

EDH

NO .76 0 5


03

/

3

0

/

1

8

RoofDetails

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

Parapet Coping Cap

0 9" 2'

1

A2.1A1.1Scale : 1-1/2" = 1'-0"

Parapet Coping Cap

0 9" 2'

2

A2.1A1.1Scale : 1-1/2" = 1'-0"

HVAC Curb

0 9" 2'

3

A2.1A1.1A1.2A1.3

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

Roof Hatch

0 9" 2'

4

A2.1A1.1

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

Exhaust Detail

0 9" 2'

5

A2.1A1.1Scale : 1-1/2" = 1'-0"

Equipment Curb

0 9" 2'

6

A2.1A1.1

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

Through Wall Scupper

0 9" 2'

9

A2.1A1.1A1.2

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

Through Wall Scupper

0 9" 2'

8

A2.1A1.1A1.2 Scale : 1-1/2" = 1'-0"

Through Wall Overflow

0 9" 2'

7

A2.1A1.1

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

Gutter Detail

0 9" 2'

10

A2.1A1.1Scale : 1-1/2" = 1'-0"

Pipe Penetration

0 9" 2'

11

A2.1A1.1Scale : 1-1/2" = 1'-0"

Glass Block Window

0 9" 2'

12

A2.1A1.1A1.2

A1.2A1.3

A1.2A1.3

A1.2A1.3

A1.2A1.3

A1.2A1.3A1.3

A1.2A1.3

A1.2A1.3A1.3

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

Flashing at Roof to Sidewall

0 9" 2'

13

A2.1A1.1A1.2A1.3

N.T.S.

Roof Eave14

A2.1A1.3

A1.2A1.3

AutoCAD SHX Text

A2.1