Exhibit B_2025-08-04 C3 Civic Center TI Set.pdf

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

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TENANT

IMPROVEMENT

P ro je c t

N u m b e r

Contact:

PKMR ENGINEERING

Chris Ahern Principal

1550 Wewatta St p: 720.739.4500 e: chris.ahern@pkmreng.com

PLUMBING

ENGINEER

Suite 200

Denver, Colorado 80202

Contact:

PKMR ENGINEERING

Chris Ahern Principal

1550 Wewatta St p: 720.739.4500 e: chris.ahern@pkmreng.com

ELECTRICAL

ENGINEER

Suite 200

Denver, Colorado 80202

Contact:

PKMR ENGINEERING

Chris Ahern Principal

1550 Wewatta St p: 720.739.4500 e: chris.ahern@pkmreng.com

MECHANICAL

ENGINEER

Suite 200

Denver, Colorado 80202

Contact:

D2C ARCHITECTS, INC

Brian Duggan, AIA Contact Title

1580 Lincoln Street p: 303.952.4802 e: bduggan@d2carchitects.com

ARCHITECT/LANDSCAPE

Suite 1110

Denver, Colorado 80203

Contact:

CITY OF COMMERCE CITY

Scott Springstead Facilities Project Manager

8602 Rosemary St p: 720.692.4278 e: sspringstead@c3gov.com

OWNER

Commerce City, Colorado 80022

TENANT IMPROVEMENT

CITY OF COMMERCE CITY

CIVIC CENTER RESTRUCTURE

7887 E 60TH AVENUE, COMMERCE CITY, CO 80022

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HG-001 12" = 1'-0"

1 VICINITY MAP

G-001 12" = 1'-0"

2 LOCATION MAP

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

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SHEET INDEX

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NUMBER SHEET TITLE

GENERAL

G-001 VICINITY MAP AND DESIGN TEAM DIRECTORY

G-002 SHEET INDEX

G-003 PROJECT GENERAL NOTES

GI101 CODE ANALYSIS

GI102 CODE ANALYSIS PLANS - LEVEL 1

GI103 CODE ANALYSIS PLAN - LEVEL 2

GI104 CODE ANALYSIS PLANS - LEVEL 3

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS AND MATERIALS

A-011 PARTITION TYPES AND DETAILS

AD111 PARTIAL FLOOR PLAN - LEVEL 2, DEMOLITION

AD112 PARTIAL FLOOR PLAN - LEVEL 3, DEMOLITION

AD211 PARTIAL REFLECTED CEILING DEMO PLAN - LEVEL 2

AD212 PARTIAL REFLECTED CEILING DEMO PLAN - LEVEL 3

A-111 PARTIAL FLOOR PLAN - LEVEL 2

A-112 PARTIAL FLOOR PLAN - LEVEL 3

A-211 PARTIAL REFLECTED CEILING PLAN - LEVEL 2

A-212 PARTIAL REFLECTED CEILING PLAN - LEVEL 3

A-231 CEILING DETAILS

A-423 STAIR DETAILS

A-701 SCHEDULES

A-711 DOOR SCHEDULE

A-901 3D AXONOMETRICS

A-902 3D AXONOMETRICS

A-903 3D AXONOMETRICS

A-904 3D AXONOMETRICS

INTERIORS

I-111 PARTIAL FLOOR FINISH PLAN - LEVEL 2

I-112 PARTIAL FLOOR FINISH PLAN - LEVEL 3

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GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS,

GENERAL CONTRACTORS, SUB

CONTRACTORS, MANUFACTURERS,

SUPPLIERS: CAREFULLY AND THOROUGHLY

REVIEW THESE GENERAL NOTES. IT IS YOUR

RESPONSIBILITY TO KNOW AND ADHERE TO

THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF

WORK IS SINGULARLY DEFINED. YOUR SCOPE

OF WORK IS DEFINED THROUGHOUT THE

ENTIRE SET OF DRAWINGS AND

SPECIFICATIONS AND IS NOT CONTAINED IN

JUST ONE SERIES OF DRAWINGS OR DIVISION

OF SPECIFICATIONS. YOU MUST REVIEW THE

ENTIRE SET OF CONTRACT DOCUMENTS TO

DETERMINE YOUR SCOPE OF WORK.

3. EVERY EFFORT HAS BEEN MADE TO MAKE

THESE DOCUMENTS CONCISE AND

COORDINATED, TO DEFINE WORK IN THE MOST

LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. KEEP IN MIND HOWEVER THAT

YOUR SCOPE OF WORK CAN BE CONTAINED IN

VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT CONSIDER THAT

THERE IS ONE CUSTOMARY PLACE TO LOCATE

YOUR WORK. THERE IS A DANGER OF

OMITTING WORK FROM YOUR SCOPE

BECAUSE THE ENTIRE SET OF DOCUMENTS

WAS NOT REVIEWED.

4. MECHANICAL AND ELECTRICAL DRAWINGS

SHOW INFORMATION IN A DIAGRAMMATIC

FASHION WITHOUT DIMENSIONING. THE

GENERAL CONTRACTOR IS TO COORDINATE

THE LOCATIONS OF ALL MECHANICAL AND

ELECTRICAL EQUIPMENT WITH RESPECT TO

THE ARCHITECTURAL AND STRUCTURAL

DETAILING OF SHAFTS, CHASES, AND SUCH.

5. THE CONTRACTOR SHALL VISIT THE SITE AND

BECOME FAMILIAR WITH SITE CONDITIONS AS

THEY MAY AFFECT CARRYING OUT THE WORK

AS DESCRIBED IN THESE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE

FOR ALL CONDITIONS OF THE PROJECT, AND

NOTIFY THE ARCHITECT OF ANY CONDITIONS

THAT REQUIRE MODIFICATION BEFORE

PROCEEDING WITH THE WORK.

6. THE CONTRACTOR SHALL PROVIDE ALL

MATERIALS, EQUIPMENT, LABOR, AND

SERVICES NECESSARY TO COMPLETE THE

WORK.

7. ALL PERSONS DIRECTLY OR INDIRECTLY

ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS

OF THE OCCUPATIONAL SAFETY AND HEALTH

ACT, AND IMPLEMENT THOSE RULES AS THEY

APPLY TO THIS PROJECT.

8. ALL WORK PERFORMED SHALL BE IN

ACCORDANCE WITH THE BUILDING CODES AS

NOTED ON CODE SHEETS AND/OR DIRECTED

BY THE BUILDING DEPARTMENT OR BUILDING

OFFICIAL.

9. CONTRACTOR SHALL SUBMIT CONFIRMATION

OF ORDERED MATERIALS OR ITEMS

NECESSARY TO COMPLETE THE PROJECT

WITH PROJECTED DELIVERY DATE GREATER

THAN FOUR WEEKS.

10. ALL SUBCONTRACTORS SHALL SUBMIT SHOP

DRAWINGS AS REQUIRED FOR ARCHITECTS

APPROVAL PRIOR TO COMMENCING ANY

WORK.

11. FIELD VERIFY ALL DIMENSIONS PRIOR TO

CASEWORK FABRICATION.

12. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF

ALL TRADES AND THE PREVENTION OF

CONFLICT BETWEEN ALL TRADES.

13. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITY LINES. LOCATIONS

SHOWN ARE APPROXIMATE. REPAIR ALL

DAMAGE TO UTILITY LINES CAUSED BY

CONSTRUCTION OPERATIONS AT NO COST TO

THE OWNER.

14. PRIOR TO BEGINNING ANY WORK, THE

CONTRACTOR SHALL CONDUCT A WALK THROUGH

INSPECTION WITH THE OWNER AND A&E

DETERMINE IN WRITING THE CONDITION OF THE

WORK ALREADY IN PLACE. THE CONTRACTOR IS

RESPONSIBLE FOR REPAIRING OR REPLACING

EQUIPMENT PRESENTLY IN PLACE THAT IS

DAMAGED DURING CONSTRUCTION.

15. THE GENERAL CONTRACTOR SHALL FIELD VERIFY

ALL PATCH AND REPAIR REQUIREMENTS OF

EXISTING SURFACES TO RECEIVE NEW FINISHES.

THE COST FOR ALL SUCH WORK IS TO BE COVERED

BY THE BID.

16. IT IS THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE A

COMPLETE, FUNCTIONING AND FULLY

OPERATIONAL SOLUTION SURROUNDING ANY AND

ALL ASPECTS OF THIS PROJECT. SHOULD ASPECTS

AND/OR ELEMENTS BE MISSING FROM THE

DOCUMENTS THAT PREVENT SUCH, CONTRACTOR

SHALL INCLUDE IN THEIR ORIGINAL BID, FEE TO

PROVIDE SOLUTIONS TO MEET SUCH

REQUIREMENTS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO OBTAIN CLARIFICATION ON ANY

AND ALL ITEMS THAT ARE UNCLEAR WITHIN THE

DOCUMENTS, PRIOR TO BID, SO THAT THE

CONTRACTOR'S BID ACCOUNTS FOR ALL ASPECTS

AND ELEMENTS OF THIS PROJECT.

17. SHOULD CONTRACTOR NEED ADDITIONAL

CLARIFICATION OR SUPPLEMENTAL INFORMATION

ON ANY ASPECT OF THE DOCUMENTS, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO REQUEST

WRITTEN INFORMATION THROUGH AN INDUSTRY

STANDARD REQUEST FOR INFORMATION (RFI) OR

SEEK SUPPLEMENTAL INFORMATION THROUGH AN

INDUSTRY STANDARD ARCHITECT SUPPLEMENTAL

INFORMATION (ASI). SHOULD THE CONTRACTOR

FAIL TO REQUEST SUCH CLARIFICATION

INFORMATION IN A TIMELY MANNER THAT RESULTS

IN A NEGATIVE EFFECT ON THE PROJECT'S

SCHEDULE OR BUDGET, THE CONTRACTOR

ASSUMES ANY AND ALL LIABILITY ASSOCIATED

WITH THE PROJECT SCHEDULE AND MONETARY

ASPECTS SURROUNDING RESOLUTION.

18. NOT ALL FIRE RATED ASSEMBLIES AND/OR UL

LISTED ASSEMBLIES FOR ALL INSTANCES ARE

PROVIDED, OR DETAILED FOR THIS PROJECT. IT IS

THE CONTRACTORS' RESPONSIBILITY TO INQUIRE

WITH THE ARCHITECT, BUILDING DEPARTMENT,

FIRE DEPARTMENT, CODE OFFICIAL, CODE

INSPECTOR AND OTHER AUTHORITIES HAVING

JURISDICTION APPLICABLE FOR CLARIFICATION AND

SPECIFIC DETAILS AS NECESSARY TO ENSURE A

COMPLIANT APPLICATION WILL BE USED/ HAS BEEN

INSTALLED AND MEETS ALL REQUIRED CODES.

19. SEQUENCE OF CONSTRUCTION IS A “MEANS AND

METHODS” AND THEREFORE THE RESPONSIBILITY

OF THE CONTRACTORS. IMPACTS TO THE

SCHEDULE AND/OR DELAYS DUE TO SEQUENCING

ARE THE CONTRACTORS' RESPONSIBILITY. AS

SUCH, CONTRACTOR ASSUMES ANY AND ALL

LIABILITY ASSOCIATED WITH SUCH, INCLUDING

MONETARY ASPECTS SURROUNDING RESOLUTION.

20. THE SPECIFICATIONS AND DRAWINGS (CONTRACT

DOCUMENTS) MAY NOT BE COMPLETE IN EVERY

DETAIL. CONTRACTOR AND THEIR

SUBCONTRACTORS SHALL COMPLY WITH THE

INTENT OF THE CONTRACT DOCUMENTS AND

GENERAL PURPOSE, TAKEN AS A WHOLE, AND

SHALL NOT MAKE USE OF CLAIM ON ANY ERRORS

OR OMISSIONS THEREIN TO THE DETRIMENT OF

THE DESIGN TEAM OR WORK. SHOULD ANY

CONFLICT, PRESUMED ERROR OR OMISSION, OR

DISCREPANCY APPEAR IN THE DRAWINGS,

SPECIFICATIONS OR INSTRUCTIONS IN WORK DONE

BY OTHERS OR IN SITE CONDITIONS, CONTRACTOR

SHALL NOTIFY THE ARCHITECT IN WRITING AT

ONCE. FAILURE TO NOTIFY THE ARCHITECT

IMMEDIATELY, ALLEVIATES ALL LIABILITY FROM

ARCHITECT, DESIGN TEAM AND OWNER AND

PLACES ALL LIABILITY WITH THE CONTRACTOR. IF

CONTRACTOR PROCEEDS WITH ANY OF THE WORK

IN QUESTION PRIOR TO DIRECTION FROM OWNER

AND/ OR ARCHITECT, THEN REQUIRED

CORRECTIONS SHALL BE AT THE CONTRACTOR'S

EXPENSE AND SHALL NOT BE REIMBURSABLE.

21. ALL CODE MANDATED SIGNAGE SHALL BE

PROVIDED BY GENERAL CONTRACT, INCLUDED

WITHIN BID, UNLESS OTHERWISE NOTED.

GENERAL REQUIREMENTS DRAWINGS AND DIMENSIONS CONSTRUCTION NOTES

1. THE CONTRACT DOCUMENT DRAWINGS HAVE

BEEN PREPARED USING REVIT SOFTWARE IN A

MICROSOFT WINDOWS ENVIRONMENT. A

BUILDING INFORMATION MODEL (BIM) WAS

DEVELOPED SOLELY TO COMMUNICATE THE

DESIGN INTENT TO THE OWNER AND IS NOT

SUITABLE FOR ANY OTHER PURPOSE. FOR

EXAMPLE THE REVIT MODEL IS NOT SUITABLE

FOR COST ESTIMATING, SYSTEMS

PERFORMANCE, COORDINATION,

SCHEDULING, OR FACILITIES MANAGEMENT.

2. THESE DOCUMENTS WERE PRODUCED USING

THE CONSTRUCTION SPECIFICATIONS

INSTITUTE'S UNIFORM DRAWING SYSTEM AND

THE NATIONAL CAD STANDARD AS GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES

OF DEMARCATION ARE SHOWN FOR THE

CONVENIENCE OF THE CONTRACTOR, AND

ARE NOT TO BE TAKEN LITERALLY. ACTUAL

CONTRACT LIMITS ARE TO BE DETERMINED BY

THE CONTRACTOR AND APPROVED BY THE

OWNER BEFORE ACTUAL CONSTRUCTION

WORK BEGINS.

4. DRAWINGS ARE PREPARED USING

DIMENSIONS AND PRODUCT CONFIGURATIONS

OR DETAILS OF SPECIFIC MANUFACTURERS.

DIMENSIONS AND DETAILS FOR SPECIFIC

PRODUCTS MAY CHANGE BEFORE THEY ARE

ACTUALLY INCORPORATED INTO THE WORK,

AND PRODUCTS BY OTHER MANUFACTURERS

MAY ALSO BE ACCEPTABLE. THEREFORE,

ACTUAL INSTALLATION DETAILS AND

DIMENSIONS MAY DIFFER FROM THOSE

SHOWN. CONTRACTOR SHALL VERIFY

INSTALLATION REQUIREMENTS FOR ALL

PRODUCTS TO BE INCORPORATED IN THE

WORK (INCLUDING PARTITION THICKNESS FOR

RECESSED OR SEMI-RECESSED PRODUCTS),

AND IS RESPONSIBLE FOR ACCOMMODATING

AND COORDINATING CHANGES TO OTHER

MATERIALS OR PRODUCTS THAT ARE

NECESSARY BECAUSE OF THESE

DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE

SEPARATED INTO DISCIPLINES FOR THE

CONVENIENCE OF THE ARCHITECT AND THE

CONTRACTOR. THE SEPARATIONS USED

HEREIN ARE USED ONLY FOR THE PURPOSES

OF CONVENIENCE AND REFERENCE AND IN NO

WAY DO THEY DEFINE OR LIMIT THE SCOPE OR

INTENT OF ANY PART OF THE DRAWINGS, OR

OF THE DRAWINGS AND SPECIFICATIONS AS A

WHOLE. THE FACT THAT THE DRAWINGS ARE

SEPARATED IN NO WAY SUGGESTS THAT THE

WORK IS NOT TO BE CONSTRUCTED AS A

COMPLETE, INTEGRATED AND UNIFIED WHOLE.

6. THE DRAWINGS AND SPECIFICATIONS,

INCLUDING DRAWINGS PREPARED BY

SPECIFIC ENGINEERING DISCIPLINES (SUCH

AS CIVIL, STRUCTURAL, MECHANICAL,

ELECTRICAL, ETC.) ARE COMPLEMENTARY;

ITEMS SHOWN IN ANY ONE LOCATION IN THE

DRAWINGS SHALL BE CONSIDERED TO BE

REQUIREMENTS OF THE CONTRACT FOR

CONSTRUCTION. IN THE EVENT OF AN

INCONSISTENCY BETWEEN THE DRAWINGS

AND SPECIFICATIONS, OR WITHIN EITHER

DOCUMENT, THE CONTRACTOR SHALL SEEK

CLARIFICATION OR INTERPRETATION FROM

THE ARCHITECT PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR

TO BIDDING, AND WHERE THE ACTUAL

SOLUTION OR INTENT CANNOT BE

REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR

GREATER QUANTITY OF WORK.

7. USE OF THE WORD "VERIFY" POINTS OUT A

SITUATION WHICH MUST BE CONFIRMED

PRIOR TO PROCEEDING WITH THE WORK,

FABRICATION OF EQUIPMENT, OR ORDERING

MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY

8. THE FIRE SPRINKLER SYSTEM WILL BE

DESIGNED BY THE INSTALLING SUB

CONTRACTOR. THE GENERAL CONTRACTOR

SHALL COORDINATE LAYOUT, CLEARANCES,

AND LOCATION OF HEAD HEIGHTS WITH THE

STRUCTURE, MECHANICAL DUCTWORK,

ELECTRICAL LIGHTING, DRAINAGE PIPING, AND

THE ARCHITECTURAL REFLECTED CEILING

PLANS. THE SPRINKLER DESIGN MUST BE

COORDINATED WITH THE PROVISIONS OF ALL

ENGINEERING AND ARCHITECTURAL

DOCUMENTS SHOULD NOT RELY SOLELY ON

ONE SERIES OF DRAWINGS OR ONE

DISCIPLINE. SPRINKLER SYSTEMS LOCATED IN

UNHEATED SPACES SHALL BE A DRY PIPE

SYSTEM UNLESS NOTED OTHERWISE.

9. ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS SHOW WHERE

EXPOSED DUCTWORK IS TO BE INSTALLED AT

A SPECIFIC ELEVATION IN A CONTROLLED

PATTERN. THE CONTRACTOR MUST RELY ON

ALL OF THESE DISCIPLINES TO COMPLETE THE

WORK AND SHOULD NOTIFY THE ARCHITECT

OF ANY DISCREPANCIES.

10. THE GENERAL CONTRACTOR SHALL

COORDINATE THE WORK OF ALL TRADES

INSTALLING THEIR RESPECTIVE EQUIPMENT IN

THE CEILING PLENUMS. MECHANICAL,

ELECTRICAL, STRUCTURAL, AND FIRE

SPRINKLER SYSTEMS ALL SHARE THIS SAME

SPACE. EACH SUB CONTRACTOR IS TO

REVIEW THE REQUIREMENTS OF THEIR WORK

WITH THE AWARENESS OF THE OTHER

TRADES THAT NEED TO SHARE THESE SPACES

MUST NOT ASSUME THAT THEIR INSTALLATION

HAS BEEN CONSIDERED IN THE DESIGN AND

SHOP DRAWINGS OF THE OTHER TRADES.

11. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING THE

ARCHITECT IMMEDIATELY SHOULD ANY

DISCREPANCIES BE FOUND IN THE DRAWINGS

AND SPECIFICATIONS.

12. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR CHECKING ALL FIELD CONDITIONS AND

DIMENSIONS AS THEY RELATE TO THIS

PROJECT. SHOULD DISCREPANCIES EXIST

BETWEEN THE WORK INDICATED AND ACTUAL

FIELD CONDITIONS NOTIFY THE ARCHITECT

PRIOR TO PROCEEDING WITH THE WORK.

13. DO NOT SCALE THE DRAWINGS. DRAWING

SCALES AS INDICATED ARE FOR REFERENCE

ONLY AND ARE NOT INTENDED TO

ACCURATELY DEPICT ACTUAL OR

DESIGNATED CONDITIONS. WRITTEN

DIMENSIONS SHALL GOVERN.

14. ALL DIMENSIONS INDICATED ARE TO FACES OF

CMU/STUD/STRUCTURAL MATERIALS OR

COLUMN GRID LINES UNLESS NOTED

OTHERWISE. MASONRY DIMENSIONS ARE

MODULAR IN THAT THEY INCLUDE THE GROUT

JOINT. ROUGH OPENINGS ALLOW FOR SHIM

SPACE.

15. REFER TO THE ARCHITECTURAL REFLECTED

CEILING PLAN FOR EXACT LOCATIONS OF ALL

CEILING FIXTURES. REFER TO MECHANICAL

AND ELECTRICAL DRAWINGS FOR COMPLETE

CONSTRUCTION REQUIREMENTS.

16. THE TERM "ALIGN" REFERS TO LOCATING

DIFFERENT COMPONENTS OF CONSTRUCTION

TO PROVIDE A FLUSH FINISH SURFACE.

17. CONTRACTOR SHALL LAY OUT ALL

PARTITIONS PER THE DIMENSIONS SHOWN ON

THE PLAN. VERIFY PARTITION LAYOUT WITH

EXISTING WINDOWS, COLUMNS, DOORS,

EQUIPMENT AND CEILING SYSTEMS. NOTIFY

THE ARCHITECT OF ANY DISCREPANCIES

PRIOR TO STARTING CONSTRUCTION.

1. TOP OF CONCRETE FIRST FLOOR SLAB IS

ASSUMED AT EL. 100'-0 (ELEVATION 100'-0

EQUATES TO USGS DATUM ELEVATION OF

XXXX.XX').

2. ALL VERTICAL AND HORIZONTAL PIPES,

CONDUITS, DUCTS, ETC. IN FINISHED ROOMS

OR AREAS THROUGHOUT THE BUILDING SHALL

BE FURRED IN TO MATCH THE ROOM FINISH,

UNLESS NOTED OTHERWISE.

3. METAL STUD PARTITIONS SHALL BE OF

SUFFICIENT WIDTH TO ADEQUATELY ENCLOSE

PIPING, CONDUITS, AND RECESSED

EQUIPMENT.

4. PROVIDE 24" X 24" ACCESS PANELS IN

PARTITIONS WHERE REQUIRED FOR

MECHANICAL EQUIPMENT EXCEPT WHERE

SIZES ARE OTHERWISE NOTED. COORDINATE

EXACT LOCATIONS WITH ARCHITECT IN FIELD

OR VIA SHOP DRAWINGS.

5. PROVIDE PLUMBING CLEANOUTS IN

PARTITIONS AS NECESSARY. COORDINATE

ALL WALL LOCATIONS AND PLACEMENT OF

COVER PLATES WITH ARCHITECT IN FIELD OR

VIA SHOP DRAWINGS.

6. PROVIDE BLOCKING WITHIN PARTITIONS AT

ALL LOCATIONS WHERE ITEMS WILL BE

MOUNTED ON PARTITIONS.

7. PROVIDE GYPSUM BOARD CONTROL JOINTS IN

PARTITIONS AND CEILINGS AT 30'-0" MAX.

SPACING. COORDINATE TO MEET FIRE

RESISTIVE RATINGS OF THE ASSEMBLY,

FIRESTOP JOINTS AT RATED PARTITIONS.

8. CONTRACTOR SHALL ADJUST OR ADD FIRE

SPRINKLER HEADS TO ACCOMMODATE

PARTITION LAYOUT. CENTER THE HEAD IN THE

ACOUSTICAL PANEL, HEAD SPACING AND

PLACEMENT SHALL MEET CODE

REQUIREMENTS.

9. WALL, CEILING, BASE, AND FLOOR FINISHES

ARE TO BE PROVIDED IN EVERY ROOM

UNLESS THE DRAWINGS SPECIFICALLY

INDICATE THAT A ROOM OR PORTION

THEREOF IS TO REMAIN "UNFINISHED." IF

ROOM FINISHES ARE NOT SPECIFICALLY

INDICATED, PROVIDE THE SAME FINISHES AS

ARE PROVIDED IN THE ROOM ADJACENT TO

THE ROOM IN QUESTION, OR OBTAIN

CLARIFICATION FROM THE ARCHITECT PRIOR

TO BIDDING.

10. WHERE MECHANICAL WORK PENETRATES ANY

COMPONENT OF THE FIRE-RATED ASSEMBLY,

PROVIDE THE APPROPRIATE FIRE AND/OR

SMOKE DAMPERS. IF IT IS NOT CLEAR

WHETHER DUCTWORK PENETRATES A

PORTION OF THE RATED ASSEMBLY, OBTAIN

CLARIFICATION FROM THE ARCHITECT PRIOR

TO BIDDING.

11. PROVIDE SEALANT AT ALL JOINTS OR CRACKS

WHICH OCCUR WHERE DISSIMILAR MATERIALS

INTERSECT PERPENDICULAR TO EACH OTHER,

AND THE INTERSECTION IS EXPOSED TO VIEW,

UNLESS INDICATED OTHERWISE ON THE

DRAWINGS.

12. PROVIDE CONTINUOUS PERIMETER BUILDING

INSULATION AT ALL EXTERIOR WALLS.

13. PAINT ALL EXPOSED STEEL UNLESS NOTED

OTHERWISE.

14. ALL MATERIAL COLORS TO BE SELECTED BY

ARCHITECT, UNLESS NOTED OTHERWISE.

15. PROVIDE FIRE-RETARDANT WOOD WHEREVER

WOOD BLOCKING IS SHOWN ON THE

DRAWINGS.

16. THE ARCHITECTURAL AND STRUCTURAL

DRAWINGS BOTH DESCRIBE VARIOUS FLOOR

SLAB SLOPE REQUIREMENTS, RECESSES, AND

EDGE CONDITIONS. USE BOTH SETS OF

DRAWINGS WHEN INSTALLING THE FLOOR

SLAB.

17. FLOOR DRAINS IN TOILET ROOMS SHALL BE

LOCATED UNDER TOILET PARTITION PRIVACY

PANEL TO AVOID CONFLICT WITH SUPPORT

PILASTERS. COORDINATE FLOOR DRAINS IN

MECHANICAL ROOMS TO AVOID CONFLICT

WITH HOUSEKEEPING PADS. HOUSEKEEPING

PADS ARE FOR GENERAL REFERENCE AND

SHALL BE COORDINATED TO SIZE OF ACTUAL

EQUIPMENT.

18. PROVIDE SLIP JOINT CONNECTIONS AT ALL

PARTITIONS THAT EXTEND TO STRUCTURE

ABOVE. ALL PARTITIONS TO SUPPORT

LATERAL LOADS OF NOT LESS THAN 5#/SF.

PROVIDE BRACING ABOVE AS REQUIRED.

19. WHERE DOORS IN PARTITIONS ARE NOT

DIMENSIONALLY LOCATED ON THE PLANS

PROVIDE A MINIMUM HINGE SIDE JAMB

DIMENSION OF 6" FROM DOOR OPENING TO

ADJACENT PERPENDICULAR WALL.

20. PROPOSED CONSTRUCTION SHALL LINE UP

WITH AND MATCH EXISTING WORK EXCEPT

WHERE OTHERWISE DETAILED OR

DIMENSIONED.

21. INFILL OPENINGS IN EXISTING PARTITIONS

WHERE MECHANICAL ITEMS HAVE BEEN

REMOVED WITH CONSTRUCTION TO MATCH

EXISTING.

22. SEAL AROUND ALL PENETRATIONS THROUGH

EXISTING AND PROPOSED FIRE RATED

PARTITIONS. PROVIDE UL APPROVED

FIRESTOP SYSTEM TO MEET REQUIRED

RATING.

23. PROVIDE FLOOR LEVELER AT EXISTING

CONCRETE SLAB WHERE FLOOR DRAINS HAVE

BEEN REMOVED.

24. PROVIDE HOISTWAY BEAM AND REINFORCING

AT TOP OF ELEVATOR SHAFT.

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

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CODE ANALYSIS

Civic Center Restructure Commerce City, Colorado

APPLICABLE CODES:

2021 International Building Code (IBC) 2021 International Existing Building Code (IEBC) 2021 International Mechanical Code (IMC) 2021 International Plumbing Code (IPC) 2021 International Fuel Gas Code (IFGC) 2021 International Energy Conservation Code (IECC) 2023 National Electrical Code (NEC)

PROJECT DESCRIPTION:

Partial interior renovation of the Commerce City Civic Center. The Civic Center is a three-story, 92,494 GSF building with a basement and two above-ground levels. Renovation will be limited to the ground floor story and second story, with the lower level being out of scope and to remain as-is. The building consists of B, A-3, and S-1 occupancies. The building is Type II-B construction.

TOPIC IBC REFERENCE REQUIREMENT

BUILDING: Currently designed as 3-story, 92,494 GSF, fully sprinkled.

Scope of work for the renovations on the ground floor and second story is 35,306 SF.

Occupancy Classification Section 302.1 Group B, A-3, and S-1

Occupancy Separations Table 508.4 None

Construction Type Table 601 Type II-B

Allowable Height and Table 504.3 Based on B, A-3, and S-1, most restrictive Building Areas 3 Stories Maximum

17,500 SF (per Story)

Area Modifications with Section 506.1 Aa = { At + [ At x If ] + [At x Is] } Automatic Sprinkler System Aa = { 17,500 + [ 17,500 x 0.61 ] + 17,500 x 2 } and Open Space Width (min. 30') Aa = 63,175 (Per Story) Maximum Allowed

Section 506.2 If = [ F / P - 0.25 ] W / 30 If = [ 729 / 847 - 0.25 ] 30 / 30 If = 0.61

GENERAL INFORMATION:

Incidental Use Areas Table 509.1 Storage rooms over 100 square feet do not need to be provided with a 1-hour separation if an automatic fire-extinguishing system is provided. They shall be separated from the remainder of the building by construction capable of resisting the passage of smoke.

Allowable Areas for Openings Section 705.8.1 Building has fire separation of more than 15' (First Story) at the first floor. Unlimited protection openings are permitted.

Elevator Lobby Section 707.14.1 Not required for a building with less than three floors (2 story building)

Fire Alarm and Detection Systems Section 907.2.1 Manual Fire Alarm boxes are not required (Group A, Required) where an automatic sprinkler system and notification appliances are installed throughout.

Exit Doorway Arrangement Section 1007.1.1 Minimum distance between exit doors not to Exception 2 exceed one-third diagonal dimension of area served because fully sprinkled.

Stairway Area of Refuge Section 1009.3.3 Area of refuge not required at unenclosed exit Exception 2 stairways because fully sprinkled.

Minimum Clear Height Section 1003.2 90" for means of egress

Stairway Clear Width Section 1007.3 48" clear width at exit stairways not required Exception 3 because fully sprinkled

Exit Access Travel Distance Table 1017.2 A-3 = 250' fully sprinkled

Corridor Fire-resistance Table 1020.2 Fully sprinkled, no rated corridors required

Minimum Egress Width Section 1020.3 44" Minimum

Minimum Number of Exits Table 1006.3.3 3 Exits Required First Story (Occupant load 501-1,000 (persons per story))

Vertical Exit Enclosures Section 1006.3.3 2 Exits Required Second Story Exception 9. (Occupant Load 1-500 (persons per story))

Section 1020.1 Fully sprinkled building with interior egress stairway Exception 9 serving only the first and second story not required to be enclosed. Unenclosed exit stairways shall be remotely located as required in section 1015.2

Occupancy Load "A-3" 574 "B" 254 "S-1" 9 Total 837

Plumbing Fixtures Table 2902.1

WC Count Total Total Required Provided

"A-3" 574 Male 287(1 per 125) = 3 Female 287(1 per 65) = 5

"B" 254 Male 127(1 per 25 first 50) + 1 per 50 remaining = 4 Female 127(1 per 25 first 50) + 1 per 50 remaining = 4

"S-1" 9 Male 5 (1 per 100) = 1 Female 5 (1 per 100) = 1 Male 3 + 4 + 1 = 8 8 14 Female 5 + 4 + 1 = 10 10 14

Lavatory Count "A-3" 574 Male 287 (1 per 200) = 2

Female 287 (1 per 200) = 2 "B" 254 Male 127 (1 per 40 first 80) + 1 per 80 remaining = 3

Female 127(1 per 40 first 80) + 1 per 80 remaining = 3 "S-1" 9 Male 5 (1 per 100) = 1

Female 5 (1 per 100) = 1 Male 2 + 3 + 1 = 6 6 6 Female 2 + 3 + 1 = 6 6 8

Unisex Toilet Existing unisex toilet to remain 0 2

Drinking Fountains "A-3" 574 574 (1 per 500) = 2 "B" 254 254 (1 per 100) = 3 "S-1" 9 9 (1 per 1,000) = 1

Totals 2 + 3 + 1 = 6 6 6

Service Sinks "A-3" 574 574 (1 Service sink) = 1 "B" 254 254 (1 Service sink) = 1 "S-1" 9 9 (1 Service sink) = 1

Totals 1 + 1 + 1 = 3 3 2

Notes:

1. Individual room occupancy calculations figured per Table 1004.1.1 "Maximum Floor Area

Allowances Per Occupant" for individual spaces. Spaces are then groups for occupancy listed is the general use occupancy for plumbing fixtures calculations per [P] Table 2902.1

"Minimum Number of Required Plumbing Fixtures.

2. Installation of showers per owner requirements and for LEED requirements. Building Code does not provide guidance for minimum number of showers.

3. Urinal substitution does not exceed 67% of the water closet requirement (IPC Section 419.2).

4. The existing toilets at the entry are to be updated with new finishes and water efficient fixtures and faucets. These toilet rooms cannot be retrofitted to be fully ADA/ANCI 117.1 compliant without significant cost implications. The other (3) new toilet groups are all designed to be fully accessible.

Accessible Parking Spaces Table 1106.2 Of the 215 spaces provided (between 201 and 300), 7 are required to be accessible (2 of which shall be van-accessible).

Accessible Lockers Section 1110.14 At least 5% of lockers must be accessible.

Accessible Toilet and Section 1110.2 1 of each fixture type shall be accessible for Bathing Facilities each men and women within the new toilet rooms.

Accessible Signage Section 1112.1 Required.

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IDENTIFICATION

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

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S. Meehan

D. Davenport/ D. Weidert

10291028

1030 1033

10261025

111611171118

10041003

FACILITIES

WOMEN

CHANGING

SWAT

LOCKERS

PATROL

LOCKERS

ARSENAL P/E EVIDENCE

PROCESSING

OFFICE

PROP

RETURN

EVIDENCE

STOR

CORRIDOR

CORRIDOR

CORRIDOR

HC

HOLDING

DUI

BOOKING

HOLDING

HOLDING

HOLDING

HOLDING

HOLDING

HOLDING

MECH

CSI OFFICE

HALLWAY

INTERVIEWINTERVIEW

OBSERV.

INTERVIEW CSI LAB

MEN

CHANGING

SLEEPSLEEP

VEST

MEN RR/

SHOWERS

MEN RR/

SHOWERS

VEST

VEST

EXERCISE

WOMEN

SHOWERS

WOMEN

SHOWERS

WOMEN

VESTIBULE

WOMEN

CHANGING

HALLWAY

HALLWAY

HOLDINGHOLDINGHOLDING

HOLDING

HOLDING

MEN

CHANGING

RECEIVING

HALLWAY

ELECTRICAL

ELECTRICAL

ARCHIVE

STOR

MECHANICAL

ELECTRICALJAN

STORAGE

HALLWAY

HALLWAY

UP

UP

1134 1135

P/E EVIDENCEGARAGE

BAY

CSO

STORAGE

BICYCLE

STORAGE

SALLY PORT

STAIR

C

VESTIBULE

DOCK

STAIR

B UP

UP

1134 1135

P/E EVIDENCEGARAGE

BAY

CSO

STORAGE

BICYCLE

STORAGE

SALLY PORT

STAIR

C

VESTIBULE

DOCK

STAIR

B

OCCUPANCY LOAD

EGRESS LOAD

EGRESS PATH

1 HR FIRE RATED PARTITION

SMOKE RESISTIVE PARTITION

PER INCIDENTAL USE REQ.

2 HR FIRE RATED PARTITION

CODE ANALYSIS LEGEND

FIRE PROTECTION RATING REQUIREMENTS SHOWN ON BUILDING CODE

DATA CHART AND BUILDING CODE PLANS ON CODE SHEETS. THERE IS A

SCHEDULE OF WHAT COMPONENTS ARE FIREPROOFED AND WHAT UL

TEST MUST BE USED FOR EACH COMPONENT IN THE PROJECT MANUAL

FIREROOFING SECTION 07250 ALL DETAILING ON THE DRAWINGS IS

INTENDED TO COMFORM TO THE REQUIREMENTS OF THE TEST CITED

AND THE BUILDING CODE.

FIRE PROTECTION RATING REQUIREMENTS FOR BUILDING AND

STRUCTURAL COMPONENTS ARE REFEREED TO IN THE CODE DATA

CHART ON THE CODE DRAWING SHEET. THIS CHART IS TAKEN FROM

CODE TABLE 602 OF THE MAIN CODE, AND LIST THE APPLICABLE

PRIMARY ASPECTS OF THE BUILDING. THIS CHART IS REPEATED IN THE

SPECIFICATION SECTION 07811 "SPRAYED FIRE RESTRICTIVE

MATERIALS", TO REQUIRE THIS LEVEL OF FIRE PROTECTION FOR THE

BUILDING.

TYPICALLY:

a. ALL FIRE PROTECTION OF STRUCTURAL MEMBERS IS DONE WITH

SPRAYED MATERIALS.

b. ALL EXPOSED STRUCTURE AND DECK MORE THAN 20 FEET ABOVE

THE FLOOR IS NOT FIREPROOFED.

c. ALL CONCEALED STRUCTURE AND ROOF DECK IS FIREPROOFED.

d. ALL FLOOR DECK (WHETHER CONCEALED OR NOT) IS NOT

FIREPROOFED.

e. ALL "FIRE SEPARATION ASSEMBLIES" ARE TO BE CONSTRUCTED

WITH SHEATHING TO OBTAIN APPROPRIATE RATING.

THE SPECIFICATIONS REQUIRE THE FIREPROOFING SUBCONTRACTOR

TO SUBMIT A SCHEDULE LISTING ALL COMPONENTS TO BE

FIREPROOFED, AND THE U.L. TEST (OR OTHER RECOGNIZED TEST) THAT

DESCRIBES THE FIREPROOFING TO ACHIEVE THE RATING.

FIRE PROTECTION NOTES

NOT IN SCOPE

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

D

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GI102 1" = 20'-0"

A1 CODE ANALYSIS PLAN - LEVEL 1

0' 10' 20' 40' e f.

R e f.

Ref.Ref.

UP

UP

UP

OCCUPANCY LOAD

EGRESS LOAD

EGRESS PATH

1 HR FIRE RATED PARTITION

SMOKE RESISTIVE PARTITION

PER INCIDENTAL USE REQ.

2 HR FIRE RATED PARTITION

CODE ANALYSIS LEGEND

FIRE PROTECTION RATING REQUIREMENTS SHOWN ON BUILDING CODE

DATA CHART AND BUILDING CODE PLANS ON CODE SHEETS. THERE IS A

SCHEDULE OF WHAT COMPONENTS ARE FIREPROOFED AND WHAT UL

TEST MUST BE USED FOR EACH COMPONENT IN THE PROJECT MANUAL

FIREROOFING SECTION 07250 ALL DETAILING ON THE DRAWINGS IS

INTENDED TO COMFORM TO THE REQUIREMENTS OF THE TEST CITED

AND THE BUILDING CODE.

FIRE PROTECTION RATING REQUIREMENTS FOR BUILDING AND

STRUCTURAL COMPONENTS ARE REFEREED TO IN THE CODE DATA

CHART ON THE CODE DRAWING SHEET. THIS CHART IS TAKEN FROM

CODE TABLE 602 OF THE MAIN CODE, AND LIST THE APPLICABLE

PRIMARY ASPECTS OF THE BUILDING. THIS CHART IS REPEATED IN THE

SPECIFICATION SECTION 07811 "SPRAYED FIRE RESTRICTIVE

MATERIALS", TO REQUIRE THIS LEVEL OF FIRE PROTECTION FOR THE

BUILDING.

TYPICALLY:

a. ALL FIRE PROTECTION OF STRUCTURAL MEMBERS IS DONE WITH

SPRAYED MATERIALS.

b. ALL EXPOSED STRUCTURE AND DECK MORE THAN 20 FEET ABOVE

THE FLOOR IS NOT FIREPROOFED.

c. ALL CONCEALED STRUCTURE AND ROOF DECK IS FIREPROOFED.

d. ALL FLOOR DECK (WHETHER CONCEALED OR NOT) IS NOT

FIREPROOFED.

e. ALL "FIRE SEPARATION ASSEMBLIES" ARE TO BE CONSTRUCTED

WITH SHEATHING TO OBTAIN APPROPRIATE RATING.

THE SPECIFICATIONS REQUIRE THE FIREPROOFING SUBCONTRACTOR

TO SUBMIT A SCHEDULE LISTING ALL COMPONENTS TO BE

FIREPROOFED, AND THE U.L. TEST (OR OTHER RECOGNIZED TEST) THAT

DESCRIBES THE FIREPROOFING TO ACHIEVE THE RATING.

FIRE PROTECTION NOTES

197' - 2"C

158' - 9"B

28' - 2"F1

27' - 9"E1

117' - 10"A

160' - 9"D

NOT IN SCOPE

OFFICE

OCCUPANCY LEGEND

ASSEMBLY

STORAGE

1 2 3 4 5

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

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GI103 1" = 20'-0"

1 CODE ANALYSIS PLAN - LEVEL 2

AREA OF WORK

IBC OCCUPANCY

CLASSIFICATION AREA

OCCUPANCY

LOAD FACTOR

OCCUPANT

QUANTITY

ASSEMBLY 3912 SF 15 261

OFFICE 29421 SF 150 196

STORAGE 1973 SF 300 7

0' 10' 20' 40'

PATH OF TRAVEL

Mark Length

A 117'-10"

B 158'-9"

C 197'-2"

D 160'-9"

E1 27'-9"

E2 157'-7"

F1 28'-2"

F2 153'-9"

4'-5 1/2 "

3217 3211

3201B 3219

3108C

3201A

3207A

3207B

3205B

:1

S L O P E

ROOF

MONITOR

1/2 :1

S

LO

P E

:1

1/4:12

1/ 4:

1/ 4:

RE: A102C FOR

LOWER ROOF PLAN

ELEV 2

ROOF

:1

:1

:1

:1

:1

:1

:1

1/4:12

1/4:12

:1

:1

:1

:1

:1

1/4:12

1/4:12

1/4:12

1/4:12

1/4:12

1/4:12

:1

COMPUTER

RM

PRINT

ROOM

OFFICE

OFFICE

OFFICE

WORK

RM

OFFICE

WOMEN'S

RR

JAN

MEN'S

RR

HALLWAY

HALLWAY

LUNCH

ROOM

STAIR

B

ELEV 1

FEC

FEC

FEC

DN

OCCUPANCY LOAD

EGRESS LOAD

EGRESS PATH

1 HR FIRE RATED PARTITION

SMOKE RESISTIVE PARTITION

PER INCIDENTAL USE REQ.

2 HR FIRE RATED PARTITION

CODE ANALYSIS LEGEND

FIRE PROTECTION RATING REQUIREMENTS SHOWN ON BUILDING CODE

DATA CHART AND BUILDING CODE PLANS ON CODE SHEETS. THERE IS A

SCHEDULE OF WHAT COMPONENTS ARE FIREPROOFED AND WHAT UL

TEST MUST BE USED FOR EACH COMPONENT IN THE PROJECT MANUAL

FIREROOFING SECTION 07250 ALL DETAILING ON THE DRAWINGS IS

INTENDED TO COMFORM TO THE REQUIREMENTS OF THE TEST CITED

AND THE BUILDING CODE.

FIRE PROTECTION RATING REQUIREMENTS FOR BUILDING AND

STRUCTURAL COMPONENTS ARE REFEREED TO IN THE CODE DATA

CHART ON THE CODE DRAWING SHEET. THIS CHART IS TAKEN FROM

CODE TABLE 602 OF THE MAIN CODE, AND LIST THE APPLICABLE

PRIMARY ASPECTS OF THE BUILDING. THIS CHART IS REPEATED IN THE

SPECIFICATION SECTION 07811 "SPRAYED FIRE RESTRICTIVE

MATERIALS", TO REQUIRE THIS LEVEL OF FIRE PROTECTION FOR THE

BUILDING.

TYPICALLY:

a. ALL FIRE PROTECTION OF STRUCTURAL MEMBERS IS DONE WITH

SPRAYED MATERIALS.

b. ALL EXPOSED STRUCTURE AND DECK MORE THAN 20 FEET ABOVE

THE FLOOR IS NOT FIREPROOFED.

c. ALL CONCEALED STRUCTURE AND ROOF DECK IS FIREPROOFED.

d. ALL FLOOR DECK (WHETHER CONCEALED OR NOT) IS NOT

FIREPROOFED.

e. ALL "FIRE SEPARATION ASSEMBLIES" ARE TO BE CONSTRUCTED

WITH SHEATHING TO OBTAIN APPROPRIATE RATING.

THE SPECIFICATIONS REQUIRE THE FIREPROOFING SUBCONTRACTOR

TO SUBMIT A SCHEDULE LISTING ALL COMPONENTS TO BE

FIREPROOFED, AND THE U.L. TEST (OR OTHER RECOGNIZED TEST) THAT

DESCRIBES THE FIREPROOFING TO ACHIEVE THE RATING.

FIRE PROTECTION NOTES

157' - 7"E2

153' - 9"F2

NOT IN SCOPE

OFFICE

OCCUPANCY LEGEND

ASSEMBLY

STORAGE

1 2 3 4 5

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D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

D

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G I1

A U

G U

S T

D e s ig n e r

K S

B D

GI104

B C

C O

D E

A N

A L

Y S

IS

P

L A

N S

L

E V

E L

C

IT

Y O

F C

O M

M E

R C

E C

IT

Y

C

IV

IC

C

E N

T E

R R

E S

T R

U C

T U

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0T H

A V

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M M

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IT

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TENANT

IMPROVEMENT

P ro je c t

N u m b e r

M A

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D E

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AREA OF WORK

IBC OCCUPANCY

CLASSIFICATION AREA

OCCUPANCY

LOAD FACTOR

OCCUPANT

QUANTITY

ASSEMBLY 3912 SF 15 261

OFFICE 29421 SF 150 196

STORAGE 1973 SF 300 7

GI104 1" = 20'-0"

1 CODE ANALYSIS PLAN - LEVEL 3

0' 10' 20' 40'

PATH OF TRAVEL

Mark Length

A 117'-10"

B 158'-9"

C 197'-2"

D 160'-9"

E1 27'-9"

E2 157'-7"

F1 28'-2"

F2 153'-9"

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING

JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER

BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH

CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING

GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION

SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

T TREAD, TEMPERED

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL WALL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHWR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

ARCHITECTURAL ABBREVIATIONS

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED

FLUORESCENT

TRACK LIGHTING

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

PARKING LOT LIGHTING

HYDRANT

UTILITY POLE

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

REFLECTED CEILING PLAN LEGEND

XX-XX

XX

X

X XXXX

X

X

X XXXXX

PARTITION TYPE

IDENTIFIER

FRAME IDENTIFIER

EQUIPMENT IDENTIFIER

REVISION INDICATOR

BUILDING SECTION

REFERENCE

SECTION REFERENCE

EXTERIOR ELEVATION

REFERENCE

INTERIOR ELEVATION

REFERENCE

ELEVATION INDICATION

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER

SHEET WHERE DETAIL

IS LOCATED

DRAWING NUMBER DETAIL

SHEET WHERE DETAIL

IS LOCATED

A-101

A-101

A-101

NORTH ARROW

HANDICAP

SYMBOL

1337A

PROPOSED DOOR

AND DOOR

NUMBER

EXISTING DOOR TO BE

REMOVED

EXISTING DOOR TO REMAIN

COLUMN GRID

IDENTIFIER

MATCH LINE

FIRE EXTINGUISHER

CABINET

AUTOMATED EXTERNAL

DEFIBRILLATOR

FEC

AED

ROOM IDENTIFIER

SHEET LOCATION

VIEW NUMBER

XX KEYNOTE

DETAIL REFERENCE

EXISTING COLUMN

GRID IDENTIFIER

1 View Name A101

S1

BUILDING

OBJECT

REFERENCE

D

FINISH

FLOOREL. = 100'-0"

FINISH

FLOOREL. = 100'-0"

EXISTING ELEVATION

INDICATION

8'-0" AFF SPOT ELEVATION

INDICATION

SPECIALTIES AND

EQUIPMENT IDENTIFIER

XX

OBJECT

REFERENCED

/SEE DRAWING

MATCHLINE

## X###

A-101

N

T R

R

T H

ROOM NAME

101 ROOM NAME

ROOM NUMBER

ARCHITECTURAL DRAWING SYMBOLS

RIGID INSULATION

BLOCKING OR SHIMMING

FINISH WOOD

ROUGH WOOD FRAMING CERAMIC TILE

PLYWOOD

PARTICLE BOARD

ACOUSTIC TILE

EARTH

CONCRETE

GRAVEL STEEL

CONCRETE

MASONRY UNIT

ALUMINUM

BRASS / BRONZE

BATT INSULATION

GYPSUM BOARD

SAND / MORTAR /

PLASTER / CEMENT

GYP. BD. CLG.

OPEN GRID CLG.

PRECAST CONCRETE

BRICK

ACOUSTIC TILE SECTION

MATERIALS LEGEND

REMOVE EXISTING

DOOR & HM FRAME.

SALVAGE DOOR &

HARDWARE FOR

REUSE

REMOVE EXISTING

WIRE MESH

PARTITIONS.

SALVAGE FOR

REUSEREMOVE EXISTING

CMU PARTITION IN

ITS ENTIRETY

PROVIDE STEEL

LINTEL AND REMOVE

AND REMOVE CMU

AS REQUIRED FOR

OPENING

REMOVE EXISTING

METAL STUD

PARTITION IN ITS

ENTIRETY

REMOVE

EXISTING

WINDOW IN ITS

ENTIRETY

REMOVE

EXISTING

CONCRETE SLAB

AS INDICATED

FOR PROPOSED

WORK SEE

STRUCTURAL

DEMOLITION LEGEND

1 2 3 4 5

D

C

B

A

SHEET

IDENTIFICATION

D R

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D E

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IG

N B

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IC

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A

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N N

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C K

D B

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F

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E N

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B E

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D A

T E

D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

D

C P

R O

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C H

IT

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A L

A B

B R

E V

IA

T

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S Y

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S A

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M A

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IA

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0T H

A V

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M M

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C E

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TENANT

IMPROVEMENT

P ro je c t

N u m b e r

M A

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D E

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N D

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P

1. DIMENSIONS SHOWN ON PLANS ARE FROM FINISH SURFACE TO

FINISH SURFACE. MASONRY DIMENSIONS GIVEN ARE NOMINAL. "MO"

(MASONRY OPENING) REFERS TO NOMINAL OPENINGS IN MASONRY

UNIT CONSTRUCTION. "RO" (ROUGH OPENING) REFERS TO ACTUAL

OPENINGS BETWEEN METAL STUDS IN METAL STUD CONSTRUCTION.

2. PARTITION TYPES ARE INDICATED ON THE FLOOR PLANS. NUMBERS

REFER TO THE PARTITION TYPE, LETTERS INDICATE VARIATIONS TO

THE BASE CONDITION DRAWN. UNMARKED PARTITIONS SHALL

MATCH ADJACENT PARTITION TYPE.

3. ALL PARTITIONS SHALL EXTEND STRUCTURE TO STRUCTURE

UNLESS OTHERWISE NOTED. REFER TO PARTITION HEAD DETAILS.

4. FIRE-RATED PARTITIONS AND SOUND ISOLATION PARTITIONS ARE

INDICATED ON REFLECTED CEILING PLANS.

5. CONSTRUCTION OF FIRE-RATED PARTITIONS, INCLUDING TAPING

AND FINISHING OF GYPSUM BOARD FOR FULL HEIGHT TO

STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH

MANUFACTURERS DIRECTIONS TO ACHIEVE THE RATING INDICATED.

6. SOUND ISOLATION PARTITIONS SHALL BE SEALED AIRTIGHT FOR

FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE

AND FINISH ALL GYPSUM BOARD JOINTS AND FASTENERS. PROVIDE

SEALANT AT PERIMETER AND AT ALL PENETRATIONS.

7. WHEREVER LENGTH OF MASONRY PARTITION EXCEEDS 8'-0"

BETWEEN LATERAL SUPPORTS, INSTALL 3" x 3" x 0'-6" x 12 GAUGE

FORMED STEEL ANGLES EACH SIDE AT 4'-0" O.C. MAX. ANCHOR EACH

ANGLE TO STRUCTURE WITH TWO 1/8" X 15/16" DRIVE PINS. MASONRY

SHALL STOP 1" FROM STRUCTURE, AND 1" SPACE SHALL BE FILLED

WITH INCOMBUSTIBLE COMPRESSIBLE FILLER.

8. HOLLOW METAL FRAMES IN METAL STUD PARTITIONS SHALL HAVE 4

STUD ANCHORS PER JAMB MINIMUM FOR FRAME HEIGHT OF 7'-2" OR

LESS, AND ONE ADDITIONAL ANCHOR PER JAMB FOR EACH

ADDITIONAL 2'-0" OR FRACTION. HOLLOW METAL FRAMES IN

MASONRY SHALL HAVE 3 MASONRY ANCHORS PER JAMB MINIMUM

FOR FRAME HEIGHT OF 7'-4" OR LESS, AND ONE ADDITIONAL ANCHOR

PER JAMB FOR EACH ADDITIONAL 2'-0" OR FRACTION. ALL HOLLOW

METAL FRAMES SHALL HAVE ONE FLOOR CLIP PER JAMB, WITH TWO

ANCHORS INTO FLOOR AT EACH FLOOR CLIP.

9. PROVIDE JOINT REINFORCEMENT IN ALL MASONRY PARTITIONS,

CONTINUOUS HORIZONTALLY AND SPACED NOT OVER 16" ON

CENTER VERTICALLY, BEGINNING WITH THE JOINT 8" ABOVE THE

FLOOR AND IN THE FIRST AND SECOND JOINTS ABOVE AND BELOW

OPENINGS EXTENDING NOT LESS THAN 24" BEYOND EACH SIDE OF

THE OPENING.

10. PROVIDE FIRE-RETARDANT TREATED WOOD OR SHEET STEEL

BLOCKING FOR PARTITION MOUNTED EQUIPMENT AND CASEWORK.

11. PARTITION TYPES DESCRIBE THE PRIMARY MEMBER AND

SHEATHING. REFER TO FINISH SCHEDULE FOR ALL PARTITION FINISH

DESIGNATIONS.

12. PROVIDE TYPE WR WATER RESISTANT GYPSUM BOARD IN ALL WET

AREAS SUCH AS TOILET ROOMS, SHOWER ROOMS, KITCHENS AND AT

EWC'S.

13. PROVIDE 5/8" CONCRETE BACKER BOARD AT ALL CERAMIC TILE

FINISHES TO ALIGN WITH 5/8" TYPE WR GYPSUM BOARD ABOVE.

14. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONS

WHICH INTERSECT THE STRUCTURE ABOVE. PROVIDE FIRE SAFING

AT ALL SLIP JOINT CONNECTIONS IN FIRE RATED PARTITIONS.

15. WHERE NOTED TO PROVIDE SOUND ISOLATION MATERIAL IN WALLS,

PROVIDE A STRIP OF ISOLATION BLANKET ABOVE THE CONJOINING

WALLS.

16. PROVIDE 16 GA. SHEET METAL BLOCKING WALL SHEATHING AT ALL

WALL MOUNTED ITEMS AT STUD WALLS AND PARTITIONS. ITEMS

SUCH AS SHOWER SEATS AND GRAB BARS ARE TO BE ABLE TO

WITHSTAND A VERTICAL FORCE OF 250 LBS.

PARTITION TYPE NOTES

TYPE GRAPHIC SYMBOL CONSTRUCTION DESCRIPTION

S2

S1

5/8" Gypsum Wallboard

5/8" Gypsum Wallboard 3 5/8" Metal Studs @ 16" O.C.

5/8" Gypsum Wallboard 7/8" Hat Channel

PARTITION TYPES

3 5/8" STUD 6" STUD

12' WALL 362S125-30 @ 16" 600S125-30 @ 16"

16' WALL 362S162-43 @ 16" 600S125-30 @ 16"

20' WALL 362S162-68 @ 12" 600S125-33 @ 16"

24' WALL NA 600S162-43 @ 16"

28' WALL NA 600S162-54 @ 12"

NOTE: THESE STUD SIZES ARE FOR REFERENCE ONLY. PROVIDE SHOP

DRAWINGS FOR PROPOSED WALLS REQUIRING ADDITIONAL STUD

ENGINEERING DUE TO STUD HEIGHT. INCLUDE STUD SPACING, GAUGE

AND HEIGHT INFORMATION. PROVIDE MANUFACTURERS INFORMATION

FOR SELECTED PRODUCTS.

HEIGHT

INTERIOR STUD SIZING GUIDE

A. 1 1/2" SOUND ATTENUATION BLANKET FLOOR TO CEILING. WHERE

PARTITION MEETS CEILING SYSTEM PROVIDE 1 1/2" SOUND

ATTENUATION BLANKET ABOVE CEILING 2'-0" EACH SIDE OF

PARTITION. SEE ACOUSTICAL PARTITION HEAD.

B. PROVIDE 3 1/2" BATT INSULATION FLOOR TO CEILING/STRUCTURE.

C. PROVIDE 20 GA. METAL STUDS @ 16" O.C.

D. PROVIDE 5/8" CEMENT BACKER BOARD AT CERAMIC TILE WITH 5/8"

WATER RESISTANT GYPSUM BOARD ABOVE.

E. PROVIDE 6" 25 GA. METAL STUDS AT 16" O.C.

F. PROVIDE 6" CONCRETE MASONRY UNITS.

PARTITION TYPE SUFFIX

PARTITION TYPE

FLOOR STRUCTURE

3-1/2" x 3-1/2" x 1/4" STEEL ANGLE FULL

HEIGHT OF WALL @ 4'-0" O.C. WELDED

TO 12" HORIZ. SECTIONS BOLTED TO

FLOOR. SCREW VERTICALS TO STUDS,

TYP.

(2) 1/2" BOLTS THRU TO STEEL ANGLE

2-1/2" x 2-1/2" x 2'-0" x 1/4" STEEL

ANGLE PERPENDICULAR TO

PARTITION

WELD TO METAL DECK

STL. STUDS BEHIND GYP. BD.

FILL CAVITY W/ BATT INSULATION

DEEP RUNNER CHANNEL

TRACK, 2" FLANGES

METAL STUDS PERPENDICULAR

WITH FRAMING

STRUCTURE ABOVE

STEEL BEAM

CEILING SURFACE (IN AREAS W/O

CEILINGS, EXTEND GYP. BD. AND

SOUND ATTENUATION BLANKET TO

STRUCTURE ABOVE).

SLIP ANCHOR

STRUCTURE ABOVE

PARTITION TYPE

M

IN

4"

3 1/2" SOUND ATTENUATION

BLANKET (WHEN INDICATED W/

SUFFIX "A")

SEALANT EACH SIDE, TYP.

METAL TRIM BOTH SIDES

CEILING RE: FINISH SCHEDULE

FASTEN RUNNER

TO CEILING

PARTITION TYPE

METAL STUDS BEHIND GYP.

BD.

FILL CAVITY W/ BATT INSULATION

STEEL STUDS PERPENDICULAR

WITH FRAMING

BAR JOIST

STRUCTURE ABOVE

DEEP RUNNER

TRACK, 2" FLANGES

CEILING SURFACE

RUNNER TRACK

PARTITION TYPE

METAL TRIM BOTH SIDES

SLIP CONNECTION

STRUCTURE ABOVE

DEEP RUNER TRACK, 2" FLANGES

1-1/2" METAL CHANNEL

STUD REINFORCING

PARTITION TYPE

SCREW FASTEN GYPSUM BOARD

1" BELOW RUNNER TRACK TO

ALLOW FOR VERTICAL MOVEMENT

1" 1"

1"

1'

M A

X

2"

EXTEND STUDS 1" INTO RUNNER

TRACK, LEAVE 1" CLEARANCE FOR

VERTICAL MOVEMENT. CUT TRACK

FLANGE AND FOLD AGAINST SIDES

OF STUDS

CEILING SURFACE

STRUC. ABOVE

PARTITION TYPE-

CONTINUE GYP. BD. TO

SLIP ANCHOR ABOVE

WHERE NO CEILING IS

INDICATED

M

IN

4"

CONTRACTORS

OPTION 3-5/8"

METAL STUD

BRACE 4'-0" O.C.

EACH WAY

RUNNER TRACK T.O.

PARTITION, OPTION

SLIP ANCHOR

1 2 3 4 5

D

C

B

A

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C K

D B

Y x

F

IL

E N

U M

B E

R

P L

O T

S C

A L E

P L

O T

D A

T E

D2C ARCHITECTS, INC.

DENVER, COLORADO

COPYRIGHT © YYYY

THESE DRAWINGS AND PLANS ARE

COPYRIGHTED AND ARE NOT TO BE USED

OR REPRODUCED WHOLLY OR IN PART

WITHOUT THE WRITTEN PERMISSION OF

D2C ARCHITECTS, INC.

NOT FOR

CONSTRUCTION

D

C P

R O

J E

C T

N U

M B

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0' 4" 8" 1'-4"

0' 4" 8" 1'-4"

0' 4" 8" 1'-4"

A-011 1 1/2" = 1'-0"

A4 HALF HEIGHT PARTITION BASE DETAIL

A-011 1 1/2" = 1'-0"

C3 PARTITION HEAD AT BEAM

A-011 1 1/2" = 1'-0"

C4 ACOUSTICAL PARTITION HEAD

A-011 1 1/2" = 1'-0"

B3 PARTITION HEAD AT CEILING

A-011 1 1/2" = 1'-0"

A3 PARTITION HEAD AT JOIST

A-011 1 1/2" = 1'-0"

A2 PARTITION HEAD C

A-011 1 1/2" = 1'-0"

B2 SLIP ANCHOR

A-011 1 1/2" = 1'-0"

B4 TYPICAL PARTITION HEAD

0' 4" 8" 1'-4"

0' 4" 8" 1'-4"

0' 4" 8" 1'-4"0' 4" 8" 1'-4"

0' 4" 8" 1'-4"

M A

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UP

SELECTIVE DEMO TO KEEP

EXISTING COUNTERTOP

DEMOLITION FLOOR PLAN NOTES

1. VERIFICATION OF EXISTING CONDITIONS: IN AS MUCH AS THE

REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING

REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING

EXISTING CONDITIONS, AND BECAUSE SOME OF THESE

ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING

ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE

ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE

ARCHITECT IS NOT RESPONSIBLE FOR CONDITIONS DISCOVERED

DURING CONSTRUCTION WHICH DIFFER FROM THOSE INDICATED

ON THESE DRAWINGS.