GRAPHIC AND MATERIAL SYMBOLS

(NUMBERS AND LETTERS)

GRID LINE

1i

X

ROOM NAME

A101

SIM

SHEET NUMBER

DETAIL IDENTIFICATION

DETAIL

SHEET NUMBER

WALL SECTION

SECTION IDENTIFICATION

SHEET NUMBER

BUILDING SECTION

SECTION IDENTIFICATION

ROOM NUMBER

ROOM IDENTIFICATION

ROOM NAME

(NUMBER)

KEYNOTE

(NUMBER)

REVISION

DOOR LETTER

DOOR IDENTIFICATION

ROOM REFERENCE

A

WINDOW TYPE

(LETTER OR NUMBER)

WINDOW IDENTIFICATION

NORTH ARROW

CONTROL POINT OR

WORK POINT

DATUM POINT

TYPE NUMBER

WALL TAG

MATCHLINE

EARTH FILL

GRAVEL FILL

CONCRETE

SAND OR GROUT

BRICK OR STONE

CMU

STEEL

FINISH WOOD MEMBER

WOOD FRAMING MEMBER

WOOD BLOCKING

BATT BLANKET / BLOWN-IN

INSULATION / SPRAY APPLIED

FOAM INSULATION

RIGID INSULATION

PLYWOOD

GYPSUM BOARD

GLASS

CERAMIC TILE (PROFILE ONLY)

ACOUSTICAL TILE

SHEET NUMBER

ELEVATIONS

ELEVATION IDENTIFICATION

A101 2

A101

A101

N

VICINITY MAP

BOISE, IDAHO

N

PROJECT SITE

STATE OF IDAHO

LICENSED

ARCHITECT

AR-985148

MARK W. HEAZLE

651 2 3

651 2 3

B

C

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

A

D

E

CONSULTANTS:

PHASE:

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LC TEAM

ADA COUNTY -

ADA COUNTY

PROJECT #26044

COVER SHEET

4/10/2026

ADA COUNTY

CIVIC PLAZA

STORE FRONT

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

A.B. ANCHOR BOLT

ACOUS. ACOUSTICAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

AL. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BOT. BOTTOM

CAB. CABINET

C.F.O.I. CONTRACTOR-

FURNISHED/OWNER-

INSTALLED

C.L. CENTERLINE

CLG. CEILING

CLR. CLEAR

C.M.U. CONCRETE

MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTSK. COUNTERSUNK

CNTR. COUNTER

CTR. CENTER

DBL. DOUBLE

DEPT. DEPARTMENT

D.F. DRINKING FOUNTAIN

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

EA. EACH

E.I.F.S. EXTERIOR

INSULATION

AND FINISH SYSTEM

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXP. EXPANSION

EXST. EXISTING

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

FF FACTORY FINISH

F.H.C. FIRE HOSE CABINET

FIN. FINISH

FLR. FLOOR

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.E. FACE OF EXISTING

F.O.F. FACE OF FINISH

F.O.S. FACE OF STUDS

FT. FEET/FOOT

FTG. FOOTING

FURR. FURRING

GA. GAUGE

GALV. GALVANIZED

GND. GROUND

GR. GRADE

GYP. GYPSUM BOARD

H.C. HOLLOW CORE

HDWD. HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HGT. HEIGHT

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

JT. JOINT

KIT. KITCHEN

LAB. LABORATORY

LAV. LAVATORY

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

N/C NON-COMBUSTIBLE

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED/

CONTRACTOR-

INSTALLED

O.F.O.I. OWNER FURNISHED/

OWNER INSTALLED

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

PL. PLATE

PL PLASTIC LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

PR. PAIR

PT. POINT

P.T.D. PAPER TOWEL

DISPENSER

P.T.R. PAPER TOWEL

RECEPTACLE

Q.T. QUARRY TILE

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCED

REQ. REQUIRED

RESIL. RESILIENT

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER

LEADER

S.C. SOLID CORE

SECT. SECTION

SHTH'G. SHEATHING

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRL. STRUCTURAL

SUSP. SUSPENDED

T.C. TOP OF CURB

TEL. TELEPHONE

T.O. TOP OF

T.O.B. TOP OF BLOCK

T.O.C. TOP OF CURB

T.O.P. TOP OF PLATE

T.O.W. TOP OF WALL

TRD. TREAD

T.V. TELEVISION

TYP. TYPICAL

U.O.N. UNLESS

OTHERWISE NOTED

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WOOD

W.P. WATERPROOF

W.R. WATER RESISTANT

WT. WEIGHT

A-E F-M N-R S-Z

SHEET INDEX

ADA COUNTY CIVIC PLAZA STORE

FRONT REPLACEMENT PROJECT

252 E. FRONT STREET, BOISE, ID 83702

APRIL 14, 2026

ABBREVIATIONS

FOR ADDITIONAL MATERIAL FINISH

ABBREVIATIONS, SEE MATERIAL

LEGEND ON ROOM FINISH SHEETS.

ARCHITECTURAL

A2.00 FIRST FLOOR DEMOLITION PLAN

A2.10 FIRST FLOOR PLAN

A3.00 DOOR / ROOM SCHEDULES

A3.10 FRAME TYPES

GENERAL

0.00 COVER SHEET

ADA COUNTY PROJECT #: 26044

M R

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N benb Image

DEMOLITION FLOOR PLAN

A2.10

C2

A2.10C3

A2.10 C1

1 1 1 1

5 2 5 5 5 2

44444

DEMOLITION FLOOR PLAN

6 2

STATE OF IDAHO

LICENSED

ARCHITECT

AR-985148

MARK W. HEAZLE

651 2 3

651 2 3

B

C

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

A

D

E

CONSULTANTS:

PHASE:

COPYRIGHT All rights reserved. Reproduction or use in any form or by any means -- graphic, electronic, mechanical, etc. -- without written permission of LOMBARD - CONRAD ARCHITECTS, INC.

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.r v t

A2.00

26300.01

Author

Checker

ADA COUNTY -

ADA COUNTY

PROJECT #26044

FIRST FLOOR

DEMOLITION PLAN

4/10/2026

ADA COUNTY

CIVIC PLAZA

STORE FRONT

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"E1 252 E FRONT ST DEMO PLAN

DEMOLITION NOTES

1. PRIOR TO BEGINNING DEMOLITION, A SURVEY OF THE PROPOSED

DEMOLITION AREA SHALL BE MADE BY THE CONTRACTOR TO DETERMINE

THE CONNECTIONS, FRAMING METHODS, AND CONDITIONS OF THE

AREAS TO BE DISMANTLED.

2. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF IN

ACCORDANCE WITH ALL LAWS AND REGULATIONS. CONTRACTOR TO PAY

ALL DUMPING FEES. ALL ITEMS THE OWNER DESIRES TO SALVAGE SHALL

BE IDENTIFIED PRIOR TO DEMOLITION.

3. COORDINATE WITH ELECTRICAL WORK TO BE REMOVED. VERIFY ALL

ROUTING AND CONNECTIONS OF ALL LINES PRIOR TO REMOVAL.

4. DEMOLITION DRAWINGS ARE BASED ON THE LATEST FIELD

VERIFICATION, HOWEVER THE CONTRACTOR AND ITS SUBCONTRACTORS

SHALL VERIFY ALL CONDITIONS PRIOR TO THE START OF DEMOLITION.

5. VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO

ARCHITECT PRIOR TO PROCEEDING WITH WORK.

6. TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING BUILDING

CONDITIONS AND ELEMENTS THAT ARE TO REMAIN. PATCH AND REPAIR

AS NECESSARY ALL DAMAGED CONDITIONS.

7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL

APPLICABLE STATE AND LOCAL CODES, LAWS, AND REGULATIONS AND

SHALL CONFORM TO THE 2018 I.B.C.

8. THE PUBLIC SHALL BE PROTECTED FROM DEMOLITION MATERIAL, DUST,

FUMES, ETC. BY BARRIERS AND/OR PLASTIC SHEETS AS REQUIRED.

DEMOLITION WORK SHALL CEASE IF THE PUBLIC IS ENDANGERED IN ANY

WAY.

9. CONTRACTOR SHALL SECURE THE PROJECT AREA FROM

UNAUTHORIZED ACCESS AT ALL TIMES. COORDINATE WITH OWNER.

KEYNOTES#

1. EXISTING AWNING ABOVE. AWNING TO BE REMOVED AND STORED

ON-SITE DURING STOREFRONT REPLACEMENT. TAKE CAUTION TO

PROTECT AWNING. EXISTING STRUCTURES THAT ARE DAMAGED

DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED. SEE DETAIL E1/A3.10.

2. EXISTING STOREFRONT, GLAZING, DOOR, FRAME AND ASSOCIATED

HARDWARE TO BE REMOVED.

3. EXISTING INTERIOR FINISHES TO REMAIN. PROTECT DURING

CONSTRUCTION.

4. EXISTING FLOORING THIS AREA TO REMAIN. PROTECT EXISTING

FLOORING DURING STOREFRONT DEMOLITION.

5. EXISTING STOREFRONT FRAMING AND GLAZING TO BE REMOVED.

6. EXISTING AWNING AT THIS LOCATION CAN BE UNBOLTED FROM THE

FACADE, LOWERED AND STORED ON SITE DURING THE

STOREFRONT REPLACEMENT. FIELD VERIFY IF AWNING NEED TO BE

REMOVED TO ACCOMPLISH THE STOREFRONT REPLACEMENT.

1/8" = 1'-0"C5 190 E FRONT DEMO PLAN

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LEGEND

EXISTING WALL TO REMAIN - PAINT

X WINDOW FRAME TYPE - SEE SHEET A3.10

DOOR TAG - SEE DOOR SCHEDULE SHEET A3.00101

12' - 11" 9' - 11" 10' - 11 1/2" 8' - 0" 8' - 0" 10' - 11 1/2"

/2

S1

S2

S3 S4 S5 S6 S6 S7

A2.10

C2

A2.10C3

/2

147146 A2.10

C1

111111

1. PATCH AND REPAIR ALL EXISTING INTERIOR AND EXTERIOR FINISHES

DAMAGED DURING INSTALLATION AND/OR REMOVAL OF STORE FRONT

WINDOWS.

2. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OR FABRICATING

STOREFRONT SECTIONS.

3. BUILDING MUST BE SECURE AT THE END OF THE WORKDAY. ALL

OPENINGS TO BE SECURED WITH TEMPORARY WALLS OR HAVE THE

NEW STOREFRONT IN PLACE AND NOT LEFT OPEN OVERNIGHT.

4. B1 AND C5 INDICATE LOCATIONS OF EXISTING STOREFRONT TO BE

REMOVED AND REPLACED. CONTRACTOR TO DEMO EXISTING STORE

FRONT.

GENERAL NOTES

FLOOR 1

0' - 0"

6" 12' - 8"

/2

/2

S9

084113.A

088000.I

084229.23

FLOOR 1

0' - 0"

6" 4' - 0"

FIELD VERIFY

9 17/32"

S10

S10

084113.A

088000.I

084113.A

088000.I

FLOOR 1

0' - 0"

6"2' - 2 1/2"

S10

S8

084113.A

088000.F

084113.A

088000.F

088000.F

21' - 0"

S11

STATE OF IDAHO

LICENSED

ARCHITECT

AR-985148

MARK W. HEAZLE

651 2 3

651 2 3

B

C

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

A

D

E

CONSULTANTS:

PHASE:

COPYRIGHT All rights reserved. Reproduction or use in any form or by any means -- graphic, electronic, mechanical, etc. -- without written permission of LOMBARD - CONRAD ARCHITECTS, INC.

is unlawful and subject to criminal prosecution.

STAMP:

4/10/2026

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U s e rs

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.0

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E N

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A L

R b e n b lc a rc h .c o m

.r v t

A2.10

26300.01

Author

Checker

ADA COUNTY -

ADA COUNTY

PROJECT #26044

FIRST FLOOR PLAN

4/10/2026

ADA COUNTY

CIVIC PLAZA

STORE FRONT

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

CONDOC

1/8" = 1'-0"B1 252 E FRONT PLAN

084113.A ALUMINUM STOREFRONT FRAMING.

084229.23 SLIDING AUTOMATIC ENTRANCES

088000.F COATED SPANDREL GLASS.

088000.I INSULATING-GLASS UNITS.

KEYNOTES#

1. EXISTING AWNING ABOVE. AWNING TO BE REMOVED AND STORED

ON-SITE DURING STOREFRONT REPLACEMENT. TAKE CAUTION TO

PROTECT AWNING. EXISTING STRUCTURES THAT ARE DAMAGED

DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED. SEE DETAIL E1/A3.10.

2. BRAKE METAL.

3. SIGNAGE BY OWNER.

4. NEW FLOORING IN THIS AREA. OWNER TO SUPPLY FLOORING.

5. RE-INSTALL AWNING IF REMOVED DURING CONSTRUCTION.

1/4" = 1'-0"C2 OPS ENTRY SOUTH

1/4" = 1'-0"C3 OPS ENTRY EAST

1/4" = 1'-0"C1 OPS ENTRY WEST

1/8" = 1'-0"C5 PARTIAL 190 E FRONT PLAN

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1. DOOR OPENING.

2. SEE DOOR TYPES THIS SHEET.

3. DOOR CONSTRUCTION:

AL = ALUMINUM

4. FACING AND FINISH:

AN = ANODIZED

5. GLASS: SEE GLAZING TYPES BELOW.

6. FIRE RATING IN MINUTES

7. SEE DOOR FRAME TYPES SHEET A3.10

A. SEE WINDOW FRAME TYPES FOR DOORS IN WINDOW

FRAME ASSEMBLIES.

8. FRAME CONSTRUCTION:

AL = ALUMINUM

9. REMARKS:

1. ELECTRIC STRIKE WITH ACCESS CONTROL, COORDINATE WITH

EXISTING ELECTRICAL WIRING.

10. HARDWARE REMARKS:

A. NEW DOOR HARDWARE TO MATCH EXISTING DOOR HARDWARE

FUNCTIONALITY. THE DOOR HARDWARE SCHEDULE WAS

PROVIDED AS AN EXAMPLE OF A TYPICAL INSTALLATION. FIELD

VERIFY EXISTING DOOR HARDWARE.

DOOR LEGEND

DOOR TYPES

5" 5"

FG (SINGLE)

FG2 (DOUBLE)

LOCKSET/CYLINDERS: BEST 9K SERIES (LEVER HANDLE)

L1 KEYED CONSTRUCTION CYLINDERS,

PERMANENT CORES WILL BE SUPPLIED BY

OWNER.

HINGES: IVES

H1 5BB1 4-1/2” X 4-1/2” (PROVIDE NON-REMOVABLE

PINS AT OUT-SWINGING DOORS WITH LOCKS)

EH 5BB1TW 4-1/2” X 4-1/2” (PROVIDE ONE AT EACH

LEAF AND TWO H2)

EXIT DEVICE: VON DUPRIN

ED1 98L-NL

ELECTRIC STRIKE HESS

ES1 9400

CLOSER: LCN

C1 1461 CUSH, CUSH-N-STOP HEAVY DUTY

PARALLEL ARM (PUSH SIDE MOUNTING)

(INCLUDE NECESSARY MOUNTING BRACKETS)

DOOR POSITION SWITCH: SEE SPECIFICATION SECTION 281600 -

INTRUSION DETECTION AND ALARM SYSTEMS

DP PREP DOORS AND FRAMES - PROVIDE 3/4"⌀

CORE FOR DOOR POSITION SWITCH

HARDWARE

POWER SUPPLY: SCHLAGE

PS PS900 SERIES

PUSH/PULL: ROCKWOOD

P2 BF158 (WITH THROUGH DOOR MOUNTING)

SILENCERS: ROCKWOOD

SL 608-RKW (PROVIDE THREE PER DOOR)

FLUSH BOLT: IVES

FB FB458

DUST PROOF STRIKE: IVES

DPS DP1/DP2

ASTRAGAL: ZERO

AST 383AA

DOOR HARDWARE

EDW300

4 1/2"

HEAD

11'6"

084113.A

079200.A1

SHIM

EDW310

084113.A

SHIM

(EACH SIDE)

079200.A1

EDW031

088000.A

084113.A

079200.A1

084113.G1

1" 4 1/2"

EDW010

088000.A

084413.A

084413.A

084113.D

4 1/2"

BREAK METAL

ADAPTORS BY

STOREFRONT MFG.

084113.A

EDW025

088000.A

/2

4 1/2"

084113.H

084113.H

079200.A1

(EACH SIDE, TYP.)

088000.A

084113.A

072100.A1

079200.A1

EDW030

088000.A

084113.D

084113.E

SET IN FULL BED

OF MASTIC

CYLINDERS: KAWNEER

L1 KEYED CONSTRUCTION CYLINDERS BOTH SIDES, PERMANENT CORES WILL BE SUPPLIED BY OWNER.

PIVOTS: KAWNEER

H-1 SINGLE ACTING TOP, INTERMEDIATE AND BOTTOM OFFSET PIVOTS.

ELECT. POWER TRANS: VON DUPRIN

EPT1 EPT-10

EXIT DEVICE: VON DUPRIN

ED1 98L - NL

DEADLOCK: KAWNEER

MS ADAMS RITE MS-1850 DEADLOCK

ADAMS RITE 4089 LOCK INDICATOR W/“DOOR TO REMAIN OPEN…” DECAL

CLOSER: LCN

C1 4041-SP-CUSH

4040-18PA DROP PLATE

RELAY MODULE ALTRONIX

RE RB5 RELAY (BREAKS CONTACT IN ACTUATOR WITH MAG LOCK).

SEE ELECTRICAL FOR ADDITIONAL INFORMATION.

MAGNETIC LOCK SECURITY DOOR CONTROLS

ML 1561 SURFACE-MOUNTED (INCLUDE MOUNTING & ADJUSTMENT BRACKETS)

DOOR POSITION SWITCH SEE SPECIFICATION SECTION 281600 - INTRUSION DETECTION AND ALARM SYSTEMS

DP PREP DOORS AND FRAMES - PROVIDE 3/4"⌀ CORE FOR DOOR POSITION SWITCH HARDWARE.

PULL ROCKWOOD

P1 BF158 (WITH THROUGH DOOR MOUNTING)

THRESHOLD: PEMKO

T1 MODEL 270 A

WEATHERSEAL: KAWNEER

W1 SINGLE ACTING: SEALAIR WEATHERING SYSTEM IN THE DOOR AND FRAME CONSISTING OF A DENSE, BULB

POLYMERIC MATERIAL, WHICH REMAINS RESILIENT AND RETAINS ITS WEATHERING ABILITY UNDER TEMPERATURE EXTREMES, COMPLETE WITH EPDM BLADE GASKET SWEEP STRIP APPLIED TO THE BOTTOM

DOOR RAIL WITH CONCEALED FASTENERS.

ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

TYPE 1:1" INSULATED - TINTED EXTERIOR PANE CLEAR INTERIOR PANE,

TEMPERED WHERE INDICATED OR REQUIRED (088000)

INDICATES TEMPERED GLASS, SEE SPECIFICATION

SECTION (088000) (BOTH PANES WHERE APPLICABLE)

GLAZING TYPES

INDICATES SPANDREL GLASS, SEE SPECIFICATION

SECTION (088000) (BOTH PANES WHERE APPLICABLE)

STATE OF IDAHO

LICENSED

ARCHITECT

AR-985148

MARK W. HEAZLE

651 2 3

651 2 3

B

C

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

A

D

E

CONSULTANTS:

PHASE:

COPYRIGHT All rights reserved. Reproduction or use in any form or by any means -- graphic, electronic, mechanical, etc. -- without written permission of LOMBARD - CONRAD ARCHITECTS, INC.

is unlawful and subject to criminal prosecution.

STAMP:

4/10/2026

/1

/2

:2 :0

A

M C

U s e rs

\b e n b \D o c u m e n ts \2

.0

A d a C o u n ty

S to re fr o n t R e p la c e m e n t_ C

E N

T R

A L

R b e n b lc a rc h .c o m

.r v t

A3.00

26300.01

Author

Checker

ADA COUNTY -

ADA COUNTY

PROJECT #26044

DOOR / ROOM

SCHEDULES

4/10/2026

ADA COUNTY

CIVIC PLAZA

STORE FRONT

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

DOOR SCHEDULE

MARK

SEE DOOR LEGEND

9. Remarks

10. HARDWARE

REMARKS

1. DOOR OPENING

. D

O O

R T

Y P

E

. D

O O

R C

O N

S T

. F

A C

IN

G

F

IN

IS

H

. G

L A

S S

. F

IR

E

R A

T

IN

G

. F

R A

M E

T Y

P E

. F

R A

M E

C O

N S

T

DETAILS - SEE THIS SHEET U.O.N.

WIDTH HEIGHT HEAD JAMB SILL

146 6' - 2 1/2" 7' - 11" FG2 AL FF 1 - - AL E1 E2 E3 1 A

147 6' - 2 1/2" 7' - 11" FG2 AL FF 1 - - AL E1 E2 E3 1 A

154 12' - 4 1/2" 7' - 10" - - - SLIDING

AUTOMATIC

A

156 3' - 6" 7' - 11" FG AL FF 1 - - AL E1 E2 E3 1 A

155 12' - 4 1/2" 7' - 10" - - - SLIDING

AUTOMATIC

A

GENERAL DOOR NOTES

1. ALL DOORS AND WINDOWS SHALL BE CONSTRUCTED AS DETAILED TO

ACTUAL OPENING DIMENSIONS, FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

2. ALL RATED DOORS SHALL BEAR APPROVAL AGENCY RATING LABLES.

3. DOOR FRAMES AND HARDWARE ON RATED DOORS SHALL BE LISTED

FOR THOSE RATINGS.

4. ALL RATED DOORS ASSEMBLIES TO HAVE CLOSERS (SPRING HINGES

NOT ALLOWED) AND BE SELF LATCHING OR AUTOMATIC CLOSING.

5. DOORS IN 6'-0" WIDE OPENINGS ARE TYPICALLY PAIRS OF 3'-0" DOORS.

REFER TO DOOR TYPES (THIS SHEET) AND PLANS FOR FURTHER

CLARIFICATION.

6. REFER TO SHEET A3.00 FOR COMPLETE HARDWARE

REQUIREMENTS AT EACH GROUP/OPENING.

7. SEE SHEET A3.10 FOR DOORS OCCURRING IN WINDOW FRAME TYPES.

8. PROVIDE TEMPERED GLASS IN DOORS, WINDOW LIGHTS, AND ADJACENT

TO DOOR AND GLAZING WITHIN 36" FROM WALKING SURFACE AND TO

MEET ALL OTHER REQUIRMENTS OF IBC SECTION 2406.

072100.A1 EXTRUDED POLYSTYRENE BOARD INSULATION.

079200.A1 SEALANT OVER BACKER ROD.

084113.A ALUMINUM STOREFRONT FRAMING.

084113.D ENTRANCE DOOR.

084113.E ENTRANCE DOOR HARDWARE.

084113.G1 SILL FLASHING.

084113.H ALUMINUM BRAKE SHAPE

084413.A GLAZED ALUMINUM CURTAIN WALL.

088000.A GLASS, SEE LEGEND FOR TYPE.

CONDOC

3" = 1'-0"E1 HEAD DETAIL

3" = 1'-0"E2 JAMB DETAIL

3" = 1'-0"E3 SILL DETAIL

3" = 1'-0"E4 HEAD / SILL DETAIL

3" = 1'-0"E5 JAMB DETAIL

3" = 1'-0"E6 SILL DETAIL

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TYPE 1:1" INSULATED - TINTED EXTERIOR PANE CLEAR INTERIOR PANE,

TEMPERED WHERE INDICATED OR REQUIRED (088000)

INDICATES TEMPERED GLASS, SEE SPECIFICATION

SECTION (088000) (BOTH PANES WHERE APPLICABLE)

GLAZING TYPES

INDICATES SPANDREL GLASS, SEE SPECIFICATION

SECTION (088000) (BOTH PANES WHERE APPLICABLE)

S1

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

18' - 7"

4' - 3 1/4" 5' - 0 1/4" 5' - 0 1/4" 4' - 3 1/4"

E1

A3.00

E2

A3.00

E3

A3.00 S2

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

11' - 2 1/2"

5' - 7 1/4" 5' - 7 1/4"

E1

A3.00

E2

A3.00

E3

A3.00

S3

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

12' - 11"

4' - 0 1/2" 4' - 10" 4' - 0 1/2"

E1

A3.00

E2

A3.00

E3

A3.00 S4

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

9' - 11"

1' - 9 9/32" 6' - 4 1/2" 1' - 9 7/32"

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E1

A3.00

E2

A3.00

E3

A3.00

S5

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

10' - 11 1/2"

5' - 3 11/16" 5' - 7 13/16"

E1

A3.00

E2

A3.00

E3

A3.00

S6

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

8' - 0"

4' - 0" 4' - 0"

E1

A3.00

E2

A3.00

E3

A3.00

S7

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

10' - 11 1/2"

2' - 3 17/32" 6' - 4 1/2" 2' - 3 15/32"

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E1

A3.00

E2

A3.00

E3

A3.00

S8

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

E2

A3.00

E1

A3.00

E4

A3.00

E3

A3.00

3' - 2" 6' - 4" 3' - 2"

S9

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

E1

A3.00

E2

A3.00

E4

A3.00

S10

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

E2

A3.00

E1

A3.00

E4

A3.00

E3

A3.00

4' - 0"

21' - 0"

S11

ALUMINUM FRAME

4 1/2" STOREFRONT

TYPE 1 GLAZING

2' - 7"3' - 2"3' - 2"3' - 2"3' - 2"3' - 2"2' - 7"

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E1

A3.00

E2

A3.00

E3

A3.00

ED01

REMOVAL RE-ATTACHMENT

4 6 5

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STATE OF IDAHO

LICENSED

ARCHITECT

AR-985148

MARK W. HEAZLE

651 2 3

651 2 3

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JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

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CONSULTANTS:

PHASE:

COPYRIGHT All rights reserved. Reproduction or use in any form or by any means -- graphic, electronic, mechanical, etc. -- without written permission of LOMBARD - CONRAD ARCHITECTS, INC.

is unlawful and subject to criminal prosecution.

STAMP:

4/10/2026

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\b e n b \D o c u m e n ts \2

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A d a C o u n ty

S to re fr o n t R e p la c e m e n t_ C

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R b e n b lc a rc h .c o m

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A3.10

26300.01

Author

Checker

ADA COUNTY -

ADA COUNTY

PROJECT #26044

FRAME TYPES

4/10/2026

ADA COUNTY

CIVIC PLAZA

STORE FRONT

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

GENERAL NOTES

1. SEE SHEET A3.00 FOR STANDARD HARDWARE.

2. ALL DOORS AND WINDOWS SHALL BE CONSTRUCTED AS DETAILED TO

ACTUAL OPENING DIMENSIONS, FIELD VERIFY.

3. SEE SPECIFICATION FOR DOOR AND FRAME ASSEMBLIES SCHEDULED

TO RECEIVE CONDUIT FOR LATCH MECHANISMS AND POSITION

INDICATORS.

4. INSTALL SEALANT BETWEEN DISSIMILAR MATERIALS.

5. ALL GLASS WITHIN A RATED ASSEMBLY SHALL MEET OR EXCEED

REQUIRED FIRE RATINGS AND SAFETY GLASS STANDARDS. GLASS

SHALL BE LABELED AS SUCH OR PROVIED WITH A CERTIFICATE FROM

THE MANUFACTURER STATING THAT EACH INDIVIDUAL PIECE OF GLASS

MEETS FIRE AND SAFETY GLASS STANDARDS.

KEYNOTES#

1. REMOVE EXISTING ROLLER SHADES, SALVAGE FOR RE-

INSTALLATION AFTER THE STOREFRONT HAS BEEN REPLACED.

AFTER STOREFRONT REPLACEMENT, RE-INSTALL WINDOW SHADES

TO SAME LOCATION THEY WERE REMOVED FROM.

2. EXISTING CONDITIONS. FIELD VERIFY LOCATION OF EXISTING STORE

FRONT FRAMING IN EXISTING WALL OPENINGS. NEW STORE FRONT

TO BE LOCATED IN THE SAME PLACE. PATCH AND REPAIR ANY

DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO EXISTING

ADJACENT CONDITIONS.

3. REMOVE INTERIOR GYPSUM BOARD, VAPOR BARRIER AND

INSULATION, AND EXTERIOR SHEATHING AS NECESSARY TO

PROVIDE ACCESS TO THE AWNING SUPPORT LEGS.

4. SUPPORT THE AWNING AS NECESSARY. CUT AWNING 3" DIAMETER

SUPPORT LEGS. LOWER AWNING OUT OF THE HOLES IN THE SOFFIT.

5. AFTER THE STOREFRONT HAS BEEN REPLACED, RAISE THE AWNING

INTO PLACE. WELD A TUBE STEEL SLEEVE WITH A 5/16" FILLET WELD

CONTINUOUS AROUND THE TOP AND BOTTOM OF THE SLEEVE TO

THE AWNING SUPPORT LEGS. SLEEVE INSIDE DIAMETER TO MATCH

OUTSIDE DIAMETER OF THE AWNING SUPPORT. CONTRACTORS

OPTION, THE AWNING SUPPORT LEGS CAN ALSO BE WELDED WITH A

PARTIAL PENETRATION WELD WITHOUT THE SLEEVES.

6. REPLACE GYPSUM BOARD WHERE IT WAS REMOVED TO ACCESS

THE AWNING SUPPORTS. PATCH BACK AIR BARRIER, VAPOR

BARRIER, AND INSULATION TO MATCH EXISTING REMAINING WALL

CONDITIONS.

7. EXISTING STOREFRONT FRAMING TO BE REMOVED AFTER AWNING

REMOVAL.

8. NEW STOREFRONT FRAMING.

9. EXISTING TUBE STEEL AWNINGS TO BE REMOVED, SALVAGED, AND

REPLACED.

10. EXISTING EXTERIOR BUILDING FINISH TO REMAIN. PROTECT FROM

DAMAGE.

11. EXISTING SOFFIT TO REMAIN. PROTECT FROM DAMAGE.

12. EXISTING EXTERIOR WALL FRAMING AND SHEATHING TO REMAIN.

PROTECT FORM DAMAGE.

13. EXISTING CEILING. REMOVE EXISTING CEILING TILES TO GAIN

ACCESS TO THE EXTERIOR WALL ASSEMBLY AS NECESSARY.

SALVAGE TILES. RE-INSTALL CEILING AFTER EXTERIOR WALL WORK

IS COMPLETED.

14. ASSUMED AWNING SUPPORT STRUCTURE TO REMAIN. PROTECT

FROM DAMAGE.

15. NEW FLOORING. MATCH EXISTING FLOORING OR USE FROM

OWNERS STOCK.

16. EXISTING FLOORING TO REMAIN. PROTECT FROM DAMAGE.

1 1 1 1 1

1" = 1'-0"E1 AWNING DETAIL

1 1

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