R E L O C A T E D

F U E L

T A N K

P A

DEMERGENCY

GENERATOR

4A9.32

5'-8 1/4"

CPT 1

A9.5

98'-7"

FIRST FL

A6.2

A4.2

A4.1

D

GENERAL

NOTE

SHEET

DETAIL

97'-8"

NOTE

DIMENSION

DOOR NUMBER SEE SCH

DETAIL KEY

ELEVATION MARK

WALL TYPE SEE SCH

WALL SECTION

DETAIL TAG

MATERIAL DESIGNATION SEE SCH

INTERIOR ELEVATIONS

ROOM NUMBER

(1) TELEPHONE RECEPTACLE

DOUBLE RECEPTACLE

QUAD RECEPTACLE

(2) DATA RECEPTACLE

AFF ABOVE FINISH FLOOR

BD BOARD

CL CLEAR

CONC CONCRETE

DF DRINKING FOUNTAIN

ELEC ELECTRICAL

(E) EXISTING

GYP GYPSUM

HB HOSE BIB

(N) NEW

OC ON CENTER

TYP TYPICAL

SPOT ELEVATION

COLUMN BUBBLE

ADA ACCESSIBLE

HDG HOT DIP GALVANIZED

A301

EXIT

EXIT EXIT

EXIT

PARKING STRUCTURE

39,790SF / 200 OLF =199

OCC

(2) EXITS REQUIRED

(5) EXITS PROVIDED

EXIT

EXIT SIGN

FINISH SCHEDULE

MARK LOCATION MANUFACTURER SIZE / COLOR NOTES

P2 PAINT SHERWIN WILLIAMS SW7015 REPOSE GRAY SEMI-GLOSS - TYPICAL ALL HM DOOR FRAMES AND DOOR PANELS

FINISH NOTES

1. TOUCH UP PAINT ALL SURFACES ON COMPLETION OF THE PROJECT WITHIN SCOPE AREA SEE SCHEDULE AND

ELEVATIONS

2. GC SHALL SUBMIT SAMPLES OF ALL FINISHES TO ARCHITECT FOR REVIEW

AL ALUMINUM KAWNEER CLEAR ANODIZED BREAK METAL TO MATCH (E) PROVIDE SAMPLE FOR APPROVAL

P1 PAINT SHERWIN WILLIAMS SW7004 SNOWBOUND SATIN EGGSHELL FOR DRYWALL LOCATIONS

AP1 ALUMINUM PANEL MAPES MAPES-R PREFAB 1" HONEYCOMB PANEL WITH AL FINISH PROVIDE SAMPLE FOR APPROVAL. PROVIDE (1) SURPLUS 4X8 SHEET FOR

BACKSTOCK

GL1 STOREFRONT GL BY VENDOR 3/8" CLEAR TEMPERED AND ANEALED GLASS BACKPAINTED TO MATCH (E) AT LOCATIONS DIRECTED BY OWNER

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203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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COVER SHEET

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1-8-26

CODE INFORMATION

OCCUPANT LOAD:

OCCUPANCY:

EXIT REQUIREMENTS:

EXIT WIDTH

REQUIREMENTS:

RESTROOM TABULATION:

EXIT ILLUMINATION:

SIGNAGE:

FIRE NOTES:

S-2 GROUP

INTERIOR: 100 OCC. X 0.2" = 20"

36" EXIT PATH PROVIDED

72" EXIT DOOR WIDTH TOTAL

36" AT MAIN ENTRY EXIT

EMERGENCY EXIT ILLUMINATION SHALL BE

PROVIDED. THE EXISTING EXIT SIGN AND

EM LIGHT FIXTURE SHALL BE SALVAGED

AND RE-USED IN THIS PROJECT.

COMPLETED CONDITION SHALL

ACCOMODATE MINIMUM REQUIRED

ILLUMINATION PER IIBC 1008.2.3 AND

1008.3

TOTAL # OF EXITS REQUIRED =2 PER LEVEL

PROVIDED = 4

NONE

BUILDING IS NON-SPRINKLERED PER IBC

903.2.9 & 903.2.10.3 EXP 2

BUILDING DOES NOT HAVE FIRE ALARM

TOTAL = 199 PER LEVEL

= 958 TOTAL

NONE PROVIDED

LEVEL 1 39,500 SF

LEVEL 2 39,500 SF

LEVEL 3 39,500 SF

LEVEL 4 39,500 SF

LEVEL 5 39,500 SF

TOTAL 191,650 SF

BLDG AREA:

PARKING: PROVIDED ON SITE. NO CHANGE IN USE

FIRE RESISTANCE

AND OCC

SEPARATION:

STRUCTURAL FRAME 0 HR

BEARING WALLS 0 HR

NON-BEARING WALLS 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTINO 0 HR

SEPARATION < 30 FT 0 HR

-ZONING:

NO CHANGE IN USE: S-2 GROUPCHANGE IN USE:

PROJECT

DESCRIPTION:

PROJECT IS AN ADDITION OF A

STOREFRONT ENCLOSURE AT THE NW

CORNER OF AN EXISTING PARKING

STRUCTURE

SITE LOCATION: 1350 S LINCOLN ST

DENVER CO 80203

STATE OF COLORADO

2024 IBC, IEBC, IMC, IPC, IECC, IFC

2023 NEC

2017 ANSI A117.1 ADA GUIDELINES

GOVERNING CODES:

TYPE IIB

NON-SPRINKLERED, S-2 OCCUPANCY

ALLOWABLE AREA 50,000 SF /LEVEL

ACTUAL AREA 39,000 SF OK

CONSTRUCTION

TYPE:

COMB. MATERIALS: PER IBC 603, NON-COMBUSTIBLE

CONSTRUCTION IS NOT REQ'D PER

CONSTRUCTION TYPE.

LEGAL DESCRIPTION: -

CAPITAL GARAGE ENTRANCE

RENOVATION DRAWINGS

GENERAL NOTES

1. DIMENSIONS OF PLANS ARE FINISH DIMENSIONS, UNLESS

NOTED OTHERWISE

2. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES

AND ORDINANCES CURRENTLY ADOPTED BY THE GOVERNING

JURISDICTION. QUESTIONS ON COMPLIANCE SHALL BE

DIRECTED TO THE ARCHITECT IN WRITING PRIOR TO

CONSTRUCTION.

3. GC SHALL PROVIDE BLOCKING AT ALL CABINET, AND

MILLWORK LOCATIONS. PROVIDE SHOP DRAWINGS TO

LOCATE BLOCKING AND COORDINATE WITH OWNER

4. GC SHALL PROVIDE TEMPERED SAFETY GLAZING IN

HAZARDOUS LOCATIONS PER IBC

5. GC SHALL PROVIDE CODE REQUIRED SIGNAGE

6. GC SHALL PROVIDE AND INSTALL SPRINKLER AND ALARM

DESIGN AND SYSTEM PER CODE AS APPLICABLE (SEE CODE

INFORMATION)

7. GC SHALL INCLUDE PERMIT FEES TO BE REIMBURSED BY

OWNER

8. GC SHALL FIELD VERIFY BUILDING SYSTEMS AND DIMENSIONS

AND INFORM ARCHITECT OF ANY DEVIATIONS FROM PLANS

9. GC SHALL COORDINATE HOURS OF WORK WITH LANDLORD

AND BUILDING MANAGER

10. SECURITY SYSTEM, TELEPHONE AND DATA NOT IN SCOPE OR

PERMIT REQUEST

11. ALL GYP BD FINISH SHALL BE SLICK LEVEL FOUR FINISH IN

OCCUPIED SPACES

12. ALL CONSTRUCTION SHALL BE USING NON-COMBUSTABLE

MATERIALS UNLESS AS EXCEPTED BY IBC 603 (SEE CODE

INFORMATION)

13. ANY DEVICE, FIXTURE OR BUILDING ELEMENT FOUND ON ONE

SHEET OF THE CONSTRUCTION DOCUMENTS IS TO BE

ASSUMED INCLUDED IN THE SCOPE OF WORK EVEN IF NOT

FULLY COORDINATED WITH THE REST OF THE DRAWING SET.

GC SHALL INCLUDE IN PRICE AND ASK QUESTIONS TO CLARIFY

14. ANY ELECTRICAL DEVICE OR FIXTURE SHOWN ON THE

DRAWINGS THAT REQUIRES POWER TO OPERATE SHALL BE

INCLUDED IN THE SCOPE OF WORK WITH POWER REGARDLESS

IF SHOWN ON ELECTRICAL DRAWINGS

15. SUBCONTRACTORS SHALL READ ALL PAGES OF THE DRAWING

SET AND CLARIFY QUESTIONS THROUGH THE GC

16. ROOF PENETRATIONS SHALL BE INCLUDED AND

COORDINATED WITH LANDLORD'S ROOFING CONTRACTOR

TO MAINTAIN WARRANTEE

17. DO NOT MAKE ANY CUTS TO BUILDING ELEMENTS WITHOUT

VERIFYING THAT IT IS OR IS NOT A STRUCTURAL ELEMENT. THIS

INCLUDES BEAMS, ROOF DECK, MASONRY WALLS AND THE

CONCRETE SLAB

18. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION

19. ALL PRODUCTS SHALL BE INSTALLED, AT A MINIMUM, PER THE

MANUFACTURER'S INSTALLATION INSTRUCTION. PLEASE

CONTACT ARCHITECT WITH ANY DISCREPANCIES TO THE

SPECIFICATIONS

OWNER / TENANT: STATE OF COLORADO

CAPITAL COMPLEX

RICHARD SARTIRANA

303-866-3985

ARCHITECT: MICHAEL KOCH

KOCH COVOTSOS ARCHITECTS PC

1499 BLAKE STREET UNIT 3L

DENVER, CO 80202

MICHAEL@KC-ARCH.COM

303-780-7850

STRUCTURAL ENGINEER: CHRISTOPHER VIEHMAN, PE

HIGH PLAINS ENGINEERING LLC

720-878-8708

ELECTRICAL ENGINEER: EE LLC

LOREN PRIEST

PROJECT INFORMATIONSHEET LIST

SYMBOLS

ISSUED FOR REVIEW

1-8-26

DEFERRED SUBMITTALS

THE GC SHALL COORDINATE AND PROVIDE THE

FOLLOWING DEFERRED SUMITTALS

1. NONE

PRICING NOTES

1. THE ENCLOSED CONTRACT DOCUMENTS INCLUDE

ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS ISSUED FOR

CONSTRUCTION. ALSO INCLUDED IN THE BID

DOCUMENTS IS A SPECIFICATION BOOK .

2. CONTRACTOR AND SUB CONTRACTOR SHALL

PROVIDE NOTICE TO ARCHITECT AND OWNER OF

ANY ITEMS THEY BELIEVE ARE MISSING IN THE

DOCUMENTS AND WILL IMPACT THE PROJECT

BUDGET.

3. PROVIDE (1) 4' X 8' SHEET OF AP1 BACK STOCK

FOR FUTURE REPLACEMENT

- SQ FTLOT SIZE:

FIVE STORIES, 60.5 FTBUILDING HEIGHT:

LIFE SAFETY PLANS

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M B E R

N A

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A001 COVER SHEET 1-8-26 1 5-6-26

A101 FLOOR PLAN AND ELEVATION DEMO 1-8-26

A102 FLOOR PLAN PROPOSED 1-8-26 1 5-6-26

A301 BUILDING ELEVATIONS AND PLANS 1-8-26 1 5-6-26

A401 WALL SECTIONS 1-8-26 1 5-6-26

A402 WALL SECTIONS 1-8-26 1 5-6-26

A701 STOREFRONT DETAILS 1-8-26 1 5-6-26

A801 DOOR SCHEDULE AND DETAILS 1-8-26

A901 3D VIEWS 1-8-26

S0.1 STRUCTURAL NOTES 1-8-26

S1.0 STRUCTURAL DETAILS 1-8-26

E100 ELECTRICAL NOTES 1-8-26

E101 ELECTRICAL PLAN 1-8-26

IECC NOTES

ANY CHANGES TO THE BUILDING ENVELOPE SHALL COMPLY

WITH 2021 IECC. NO CHANGES TO THE THERMAL ENVELOPE

ARE INCLUDED IN THE SCOPE AT THIS TIME.

THIS PROJECT HAS SELECTED THE PRESCRIPTIVE APPROACH FOR

ELEMENTS AND WALL CAVITIES THAT HAVE BEEN ALTERED.

ELEMENT U VALUE MAX ~ R-VALUE

MASS WALL 0.086 11.6

FRAME WALL 0.052 19.2

BG WALL 0.054 18.5

ROOF ATTIC 0.020 50

ROOF INS ABOVE DECK 0.030 33

FENESTRATION

FIXED 0.32

OPERABLE 0.41

ENTRANCE DOORS 0.57

OPAQUE SWING DOOR 0.35

ALL OTHER 0.27

1" = 30'-0"

LEVEL 1 LS PLAN

FINISHES

OPENNESS CALCS

PER THE 2004 CONSTRUCTION SET, THIS BUILDING

COMPLIED WITH 2003 IBC FOR AN OPEN GARAGE WITH

A MIMINUM OF 20% OF THE EXTERIOR FACADE OPEN

OVER 40% OF THE BUILDING PERIMETER FOR EACH

TIER.

2003 2026 TOTAL

WALL AREA 9566 9,483

WALL OPEN 2,164 (-83) 2,081 21.8% >20%

LENGTH 911 911

LENGTH OPEN 509 (-10) 499 54.7%> 40%

No . Description Date

1 REVIEW

COMMENTS

5-6-26

L O C A T E D

F U E L

T A N K

P A

DEMERGENCY

GENERATOR

DN

DN

DEMO PLAN NOTES

1. GC AND DEMO CONTRACTOR SHALL REVIEW

ENVIRONMENTAL REPORT IF AVAILABLE FOR

THIS PROJECT. ASBESTOS IS PRESUMED NOT

PRESENT ON THIS PROJECT

2. DO NOT MAKE ANY CUTS TO BUILDING

ELEMENTS WITHOUT VERIFYING THAT IT IS OR

IS NOT A STRUCTURAL ELEMENT. THIS

INCLUDES BEAMS, ROOF DECK, MASONRY

WALLS AND THE CONCRETE SLAB

3. GC SHALL SALVAGE EXISTING ALUMINUM

HANDRAIL FOR REUSE IN THE PROJECT.

4. GC SHALL SALVAGE EXIT LIGHTS, EM LIGHTING

AND EXIT SIGNS FOR REUSE ON THE PROJECT.

1 2 3 4 5 6 7 8 9 10 11 12 13

A

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2.52.42.1

SCOPE AREA

A101

X.1X.2

E.1 D.9

2 3

E

F

2.52.42.1

54' - 10"

48' - 0"

A401

A401

A401

REMOVE EXISTING

RAILS BOTH SIDES

AND SALVAGE FOR

REUSE

50' - 3 1/4"

10' - 0"

V

IF

" PATCH HOLES AT

CONECTION

POINTS

X.1 X.2

E.1

D.9

A402

LEVEL 1

54' - 10"

32.5

A401

SIDEWALK

48' - 0"

A401

EXISTING

STOREFRONT TO

REMAIN

/2

/4

10' - 0 1/2"

A401

DEMO EXISTING

OVERHEAD ROLLING

SHUTTER

REMOVE HANDRAILS

AND SALVAGE FOR

REUSE

PATCH HOLES AT

CONNECTION

POINTS

X.1 X.2

A402

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MICHAEL E.

KOCH

203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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ELEVATION DEMO

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1/16" = 1'-0"

LEVEL 1 DEMO

1/4" = 1'-0"

LEVEL 1 STAIR EXISTING

1/4" = 1'-0"

WEST ELEVATION DETAIL EXISTING

No . Description Date

DN

E L O C A T E D

F U E L

T A N K

P A

DEMERGENCY

GENERATOR

DN

PLAN NOTES

1. SEE A801 FOR DOOR SCHEDULE AND WALL

TYPES

2. ALL DIMENSIONS TO FINISH UNO

3. BLOCKING IS REQUIRED IN WALL BEHIND WALL

HUNG ELEMENTS

4. TOUCH UP PAINT FOR ALL PAINTED SURFACES

WITHIN THE SCOPE AREA THAT ARE DAMAGED

DURING CONSTRUCTION

2 3

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F

2.52.42.1

A401

54' - 10"

48' - 0"

50' - 3 1/4"

10' - 0 1/2"

/4

/4

A401

A401

5' - 5" 4' - 4" 3"

NEW RAIL TYPE 1

NEW RAIL

TYPE 1

A301

/4

NEW

STOREFRONT

WALL TYPE 1

X.1 X.2

E.1

D.9

A402

A301

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203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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1/4" = 1'-0"

LEVEL 1 STAIR PROPOSED

1/16" = 1'-0"

LEVEL 1 PROPOSED

No . Description Date

1 REVIEW

COMMENTS

5-6-26

S T A T E C A P I T O L P A R K

I N G

ELEVATION NOTES

1. TOUCH UP AND REPAIR PRECAST CONCRETE

AND SURROUNDING FINISHED THAT ARE

DAMAGED DURING THIS PROJECT

2. OVERALL ELEVATIONS SHOWN FOR REFERENCE

ONLY FOR MINOR CHANGES AS INDICATED IN

PLANS

3. SEE A801 FOR WALL TYPES AND EXTERIOR

DETAILS

LEVEL 1

54' - 10"

LEVEL 2

73' - 7"

1 2 3 4 5 6 7 8 9 10 11 12 132.52.42.1

LEVEL 3

84' - 1"

LEVEL 4

94' - 7"

LEVEL 5

105' - 1"

SIDEWALK

48' - 0"

A301

A101

X.1X.2

LEVEL 1

54' - 10"

32.5

A401

SIDEWALK

48' - 0"

A401

NEW

STOREFRONT

WALL TYPE 1

EXISTING

STOREFRONT

AND TUBE

STEEL SUPPORT

TO REMAIN

V

IF

/2

/4

VIF

10' - 0 1/2"

/2

A401

/4

/4

AP1

AP1

AP1

AP1

GL1

5' - 3 1/2"4' - 8"

GL1

GL1

A701

A701

A701

A701

A701

A701

A701

A701

A701

A701

X.1 X.2

A402

/2

/2

1' - 0"

AL BREAK METAL

WRAP ON TS

COLUMN

HANDRAIL TYPE 1

3' - 11 1/2"

GL1

6"

CARD READER

E

A401

A401

A401

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

5' - 0"

6" 11" 3' - 10 1/4"

/2

/4

/4

CARD READER

A701

A701

/2

X.1 X.2

E.1

D.9

A402

E

A401

A401

A401

P1 PAINTED

EXTERIOR GYP BD

ON METAL STUDS

CEILING TYPE 1

/2

L.1

LIGHT FIXTURE SCHEDULE

MARK MANF DESCRIPTION

L.1 COOPER 6" RG1 SURE-LITES WITH WHITE TRIM AND LED GIMBAL LIGHT

RG1WH

/4

/4

5' - 2 1/2"

/2

X.1 X.2

/4

E.1

D.9

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2 1/2"

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203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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BUILDING ELEVATIONS

AND PLANS

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1/16" = 1'-0"

WEST ELEVATION PROPOSED

1/2" = 1'-0"

WEST ELEVATION DETAIL PROPOSED

1/2" = 1'-0"

D1

1/2" = 1'-0"

PLAN AT STOREFRONT

1/2" = 1'-0"

CEILING PLAN AT STOREFRONT

No . Description Date

1 REVIEW

LEVEL 1

54' - 10"

LEVEL 2

73' - 7"

EF

SIDEWALK

48' - 0"

/4

/4

/4

/4

INFILL WALL

TYPE 2,

PAINTED P1

STOREFRONT

WALL TYPE 1

CEILING TYPE 1

/2

V

IF

/2

NEW 1.5' RAIL TYPE

1: ALUMINUM TO

MATCH EXISTING

EXISTING

CONCRETE WALL

EXISTING

STOREFRONT TO

REMAIN

A801

CEILING TYPE 1:

5/8" TYPE X EXTERIOR GYP BD

TOP AND BOTTOM. PRIME AND

PAINT P1 BOTH TOP AND BOTTOM

SURFACES

A801

/4

EXISTING TS

E.1 D.9

LEVEL 1

54' - 10"

LEVEL 2

73' - 7"

EF

SIDEWALK

48' - 0"

NEW

STOREFRONT

WALL TYPE 1

EXISTING

STOREFRONT

TO REMAIN

/4 " 7' - 5"

AP1

6"

E.1 D.9

A701

LEVEL 1

54' - 10"

LEVEL 2

73' - 7"

E F

SIDEWALK

48' - 0"

/4

/4

/4

/4

/2

/2

NEW RAIL TYPE 1

NEW

STOREFRONT

WALL TYPE 1

EXISTING

STOREFRONT TO

REMAIN

EXISTING

CONCRETE

WALL

7' - 0" 1' - 0"

E.1D.9

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KOCH

203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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WALL SECTIONS

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1-8-26

1/2" = 1'-0"

Section 1 1/2" = 1'-0"

Section 2

1/2" = 1'-0"

Section 3

No . Description Date

1 REVIEW

LEVEL 1

54' - 10"

LEVEL 2

73' - 7"

E F

SIDEWALK

48' - 0"

E.1D.9

/4

/4

/4

STOREFRONT

WALL TYPE 1

CEILING TYPE 1

/2

V

IF

/2

NEW 1.5' RAIL TYPE

1: ALUMINUM TO

MATCH EXISTING

EXISTING

CONCRETE WALL

EXISTING

STOREFRONT TO

REMAINCEILING TYPE 1:

5/8" TYPE X EXTERIOR GYP BD

TOP AND BOTTOM. PRIME AND

PAINT P1 BOTH TOP AND BOTTOM

SURFACES

A801

/4

EXISTING TS

/4

B O

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NEW POST TO

UNDERSIDE OF

EXISTING TS

HEADER

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MICHAEL E.

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203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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WALL SECTIONS

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1-8-26

1/2" = 1'-0"

SECTION 4

No . Description Date

1 REVIEW

/2

/2

6"

/2

6"

AP1 METAL

PANEL GLAZED

IN PANEL

/2

6"

AP1 METAL

PANEL GLAZED

IN PANEL

GL1 1" INSULTED

GLAZING UNIT

GL1 1" INSULTED

GLAZING UNIT

ALUMINUM SLIP

TRACK HEAD

AP1 METAL

PANEL GLAZED

IN PANEL

2 1/2"

AP1 METAL

PANEL GLAZED

IN PANEL

2 1/2"

GL1 1"

INSULATED

GLAZING

UNIT

AP1 METAL

PANEL GLAZED

IN PANEL

2 1/2"

BACKER ROD

AND SEALANT

6" 2 1/2"

/2

AP1 ALUMINUM PANEL.

WRAP CORNER WITH

BREAK METAL

STRUCTURAL

COLUMN RE STR

VERTICAL MULLION

X.2

E.1

/2

/4

2 1/2" 6 1/4"

TS COLUMN RE STR

DOOR JAMB

MULLION

BACKERROD

AND SEALANT

BREAK METAL

CLOSURE

X.2

D.9

RETURN TO WALL AT

BOTH ENDS

LINE OF WALL

1 1/2" STEEL

3" WALL BRACKET

ESCUTCHEON PLATE

F R

O M

T O

P O

F N

O S

IN

G

1 1/2"

1/2"

1' - 0"

A

.F .F

1 1/2" DIAMETER

PIPE RAIL

RAIL BRACKET

/2

1' - 0"

RETURN TO WALL

1 1/2" DIAMETER

PIPE RAIL

/2

/2

PLAN

ELEVATION

S T A

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OF COLORA

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NS ED A RCH

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MICHAEL E.

KOCH

203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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STOREFRONT DETAILS

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1-8-26

3" = 1'-0"

CURTAINWALL BASE

3" = 1'-0"

CURTAINWALL HOR

3" = 1'-0"

CURTAINWALL HOR 3

3" = 1'-0"

CURTAINWALL HOR HEAD

3" = 1'-0"

CURTAINWALL VERTICAL

3" = 1'-0"

CURTAINWALL VERTICAL 2

3" = 1'-0"

CURTAINWALL VERTICAL 3

3" = 1'-0"

CURTAINWALL PLAN AT CORNER

3" = 1'-0"

CURTAINWALL PLAN AT COL

6" = 1'-0"

HR.1 TYPICAL HAND RAIL

1 1/2" = 1'-0"

HR.1 TYPICAL HANDRAIL DETAIL

No . Description Date

1 REVIEW

/2

/2

1' - 0"

AL BREAK METAL

WRAP ON TS

COLUMN

HANDRAIL TYPE 1

2 1/2" 3' - 11 1/2"

GL1

6"

CARD READER

C8

C2

C6

C4

C7

C1

C5

C3 'T' TYPE TURNABOUT

INTERIOR

DOOR/PATIO

GATE

DOOR WITH LATCH

CIRCULAR TURNABOUT

LAVATORY

URINAL

DOOR WITHOUT LATCH OR CLOSERWATER CLOSET

CLEARANCE KEY NOTE

DOUBLE ACTION SWING

DOOR W/ NO LATCH

24" @ EXTERIOR

UNDER COUNTERWALL MOUNTED

5' - 0" 4' - 0"

' - 0

2' - 6"

2' - 6" 2' - 6"

4' - 0" 4' - 0"

EXISTING

BUILDINGS

' - 7

NEW

BUILDINGS

5' - 8"

3' - 0"

5' - 4"

"3

3' - 6"

5' - 4"

3' - 4"

4' - 4"

CLEAR FLOOR SPACE

5' - 0"

4' - 0"5' - 0"

DOOR NOTES

1. DOOR HARDWARE SHALL BE ALLEGION FALCON B SERIES (DANE), MEDIUM-DUTY COMMERCIAL ADA

LEVER STYLE WITH SATIN CHROME FINISH

2. EXISTING DOORS ARE SHOWN FOR ADDITIONAL HARDWARE REQUIREMENTS.

3. ALL DOOR HANDLES TO BE LEVER TYPE PER STATE AND LOCAL ACCESSIBILITY REQUIREMENTS. EGRESS

DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE W/OUT THE USE OF A KEY OR ANY

SPECIAL KNOWLEDGE OR EFFORT.

4. PROVIDE DOOR STOPS OF APPROPRIATE TYPE FOR ALL INTERIOR DOORS, MATCH ADJACENT

HARDWARE.

5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM.

6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

7. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW

FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST W/OUT CREATING A

TRAP OR HAZARDOUS CONDITION.

8. MAIN ENTRANCE DOOR TO HAVE THE FOLLOWING:

A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED.

B. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE

DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED". THE SIGN

SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND.

C. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL

FOR DUE CAUSE.

9. PANIC HARDWARE SHALL BE PROVIDED ON THE EXIT DOORS SERVING ROOMS, CORRIDORS, OR

STAIRWAYS HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS, FROM GROUP A

OCCUPANCY. ONLY PANIC HARDWARE APPROVED BY THE STATE FIRE MARSHALL SHALL BE INSTALLED.

10. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE

PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE-

MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE

OPERATION.

11. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN

EGRESS DIRECTION.

12. HAND-ACTIVATED DOOR OPENING HARDWARE TO BE CENTERED BETWEEN 30" AND 44" ABOVE THE

FLOOR.

13. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH & NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAT 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE

STOP.

14. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN ON SHEET A2. THE FLOOR OR

GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL & CLEAR.

15. THERE SHALL BE A LEVEL AND CLR. FLR. OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR

IN THE CLOSED POSITION.

16. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXT. DOORS AND A MINIMUM OF 18" PAST THE STRIKE

EDGE FOR INTERIOR DOORS.

17. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE

DOORWAY.

18. DOORS SHALL NOT PROJECT MORE THAN 7" INTO THE REQUIRED CORRIDOR WIDTH WHEN FULLY

OPENED OR MORE THAN ONE HALF INTO THE REQUIRED WIDTH WHEN IN ANY POSITION.

19. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90° FROM ITS

CLOSED POSITION.

20. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL.

21. NEW GARAGE DOOR FINISH SHALL MATCH THE EXISTING STOREFRONT FINISH.

BASE

PLAN

HEAD

3 5/8", 25 GA. METAL STUDS

@ 16" OC OR PER

MANUFACTURER'S REC SPAN

TABLES

BASE AS SCHEDULED

(1) LAYER OF 5/8" TYPE X

EXTERIOR GYPSUM

BOARD BOTH SIDES.

PAINT P1 BOTH SIDES

BOTTOM OF STRUCTURE

3" DEEP LEG SLIP-TRACK

FINISH AS SCHEDULED

WALL TYPE 2

R-13 BATT INSULATION

WALL TYPE 1

KAWNEER 1600 CURTAINWALL

SYSTEM TYPE 1 WITH 2 1/2" X 5"

STICK FRAMING AND 1" GLASS

OR METAL INFILL PANEL

A701

A701

A701

D.9

6" DEEP COLD FORM

FRAMING RE

STRUCTURAL

PAINTED 5/8" TYPE X

EXTERIOR GYP BD

BOTH SIDES

PAINT P1 BOTH SIDES

CEILING TYPE 1

5/8" FINISH GYP BY

FUTURE TENANT

WALL TYPE VARIES

5/8" EXTERIOR SHEATHING

BACKER ROD & SEALANT

CONTINUOUS SEALANT

AT ALL GAPS

SHIM

ALUMINUM JAMB

STOREFRONT DOOR

/2

M

A X

DOOR STILE

WEATHER STRIP

THRESHOLD SET IN

CONT. SEALANT

BED, TYP.

S T A

TE

OF COLORA

D O

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NS ED A RCH

I T

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T

MICHAEL E.

KOCH

203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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DOOR SCHEDULE AND

DETAILS

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1-8-26

DOOR SCHEDULE

MARK LOCATION Level

SIZE DOOR FRAME HARDWARE

CommentsWIDTH HEIGHT TYPE MAT'L FINISH TYPE MAT'L FINISH HEAD JAMB SILL H in g e s

S to ra g e S e t

E n tr y S e t

P u s h

P la te

P ri v a c y S e t

C lo s e r

P a n ic B a r

S to p

101 EXIT DOOR LEVEL 1 3' - 0" 7' - 11 1/4" A HM P2 A AL AL X X X X X X PROVIDE LAMINATED GLASS LITE PER ELEVATION, PROVIDE ELECTRIC STRIKE AND JBOX FOR CARD READER

1/2" = 1'-0"

DOOR TYPE A

1/4" = 1'-0"

ADA CLEARANCES 2017 ANSI A117.1..

1 1/2" = 1'-0"

CEILING TYPE 1

3" = 1'-0"

STOREFRONT DOOR JAMB

3" = 1'-0"

STOREFRONT DOOR THRESHOLD

S T A

TE

OF COLORA

D O

L

IC

E

NS ED A RCH

I T

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T

MICHAEL E.

KOCH

203614

DRAWN BY

CHECKED BY

COPYRIGHT KOCH COVOTSOS ARCHITECTS, PC. ALL RIGHTS RESERVED. NO REPRODUCTION OR USE WITHOUT WRITTEN CONSENT

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ISSUED FOR

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3D VIEWS

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1-8-26

AXON1

AXON2

AXON3

AP1 METAL

PANEL

CLEAR GLAZING

AP1 METAL

PANEL

PHOTO OF EXISTING CONDITION

S0.1

STRUCTURAL

GENERAL NOTES,

DRAWING INDEX,

AND VICINITY PLAN

CA

PI

TA

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AR

AG

E

EN

TR

AN

CE

ST

AT

E

OF

C

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OR

AD

O

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OU

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LI

NC

OL

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ST

RE

ET

DE

NV

ER

, C

OL

OR

AD

O

EN

GI

NE

ER

IN

G

CO

NS

UL

TI

NG

, L

LC

MA

IN

S

TR

EE

T, H

UD

SO

N, C O

3-

7-ww w.

hp -e ng .co m

HI

GH

P

LA

IN

S

5/5/26

DN

1 2 3

E

F

2.5

2.42.1 S1.0 & S1.1 - Floor Plan STOREFRONT

PLAN AND

SECTIONS

S1.0

CA

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AR

AG

E

EN

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AN

CE

ST

AT

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OF

C

OL

OR

AD

O

S

OU

TH

LI

NC

OL

N

ST

RE

ET

DE

NV

ER

, C

OL

OR

AD

O

EN

GI

NE

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IN

G

CO

NS

UL

TI

NG

, L

LC

MA

IN

S

TR

EE

T, H

UD

SO

N, C O

3-

7-ww w.

hp -e ng .co m

HI

GH

P

LA

IN

S

CA

PI

TA

L G

AR

AG

E E

ST

AT

E

OF

C

OL

O

S

OU

TH

LI

NC

OL

N

HSS ASSEMBLY WITHIN

THE CEILING FRAMING

5/5/26

TV

ELECTRICAL NOTES/LEGEND

DRAWN BY

CHECKED BY

ISSUED FOR REVIEW

12/24/25

/2

0/

:5 5:

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12-24-25

LO

C A

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D

FU

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TA

N K

P A

DEMERGENCY

GENERATOR

DN

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E F

2.52.42.1

E101

E101

DN

2 3

E

F

2.52.42.1

DN

2 3

E

F

2.52.42.1

DRAWN BY

CHECKED BY

ISSUED FOR REVIEW

12/24/25

/2

0/

:5 5:

A

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12-24-25

1/16" = 1'-0"1 LEVEL 1 - OVERALL PLAN

1/4" = 1'-0"2 LEVEL 1 STAIR - DEMO

1/4" = 1'-0"1 LEVEL 1 STAIR PROPOSED