Appendix H6 - BLDG 3 Bid Documents.pdf

MARK DATE DESCRIPTION

G-001

SHEET TITLE

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

DATE: 12/9/2022

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COVER SHEET

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

Fort Lyon Life Safety Corrections - Building 3

G-002

SHEET TITLE

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

DATE: 12/9/2022

/U se rs /ta du ke

/D oc um en ts /A rc hi ca d

Fi le s/ Fo rt Ly on B ld g

V

.p ln

NOTE SHEET

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

GENERAL NOTES

PROJECT: BUILDING 3 LIFE SAFETY CORRECTIONS

FORT LYON, CO

APPLICABLE CODES:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL FIRE CODE

NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

ZONING: NOT APPLICABLE

SEISMIC ZONE: B

SCOPE OF WORK:

MODIFICATIONS TO HARDWARE AND RESTROOMS

SEPARATION OF BUILDING:

X = EQUAL TO OR GREATER THAN 30'

SEPARATION OF EXITS: 1/3 THE DIAGONAL (BUILDING IS SPRINKLERED)

DIAGONAL @ BASEMENT = 129'

DISTANCE BETWEEN EXITS = 107'

DIAGONAL @ 1ST FLOOR = 143'

DISTANCE BETWEEN EXITS = 154'

DIAGONAL @ 2ND FLOOR = 69'

DISTANCE BETWEEN EXITS = N/A - THERE IS ONLY ONE STAIR

CONSTRUCTION TYPE: VB, SPRINKLERED

INTERIOR FINISH FIRE RATING:

OCCUPANCY EXIT ENCLOSURES CORRIDORS INTERIOR ROOMS

A-1 B B B A-3 B B C B B B C S C C C

CLASS A: FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450

CLASS B: FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450

CLASS C: FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450

FIRE RESISTANCE RATING (HOURS):

PRIMARY STRUCTURAL FRAME: 0

EXTERIOR BEARING WALLS: 0

INTERIOR BEARING WALLS: 0

INTERIOR NON BEARING WALLS: 0

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS: 0

ROOF CONSTRUCTION AND

SECONDARY MEMBERS: 0

EXISTING CONSTRUCTION MEETS OR EXCEEDS THE REQUIRED FIRE

RESISTIVE RATINGS LISTED ABOVE

CODE REQUIREMENTS

PARTITION TYPES

12. DURING AND AT THE COMPLETION OF THE CONTRACTORS

DAILY WORK, CONTRACTORS ARE RESPONSIBLE FOR THE

CLEANING UP AND REMOVAL OF ALL RUBBISH AND DEBRIS

BEFORE LEAVING THE JOBSITE.

13. THE FOLLOWING ARE STRICTLY PROHIBITED WORK AND

PRACTICES:

A. ANY COMBUSTIBLE MATERIALS ABOVE FINISHED

CEILING

B. IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR

PERMANANT, ON ANY PART OF THE BUILDING

STRUCTURE WITHOUT PRIOR WRITTEN APPROVAL

C. CUTTING ANY HOLES IN FLOOR SLABS, WALLS OR ROOF

WITHOUT PROPER APPROVAL.

14. CONTRACTORS SHALL CARRY ADEQUATE LIABILITY INSURANCE

AS SET FORTH BY OWNER'S REQUIREMENTS.

15. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED UPON

COMPLETION OF ALL WORK AND FINAL INSPECTIONS. THE ORIGINAL

C.O. TO BE SUBMITTED TO OWNER

16. IN EVENT OF CONFLICT, DISCREPENCY, OBLIGATION, ETC.

CONTRACTOR TO CONTACT ARCHITECT AND OWNER

FOR CLARIFICATION PRIOR TO PROCEEDING.

17. PROVIDE ALL INSURANCE, LICENSES, BONDING AND RELEASE

OF LIENS REQUIRED BY OWNER. PROVIDE COPIES

OF ALL DOCUMENTATION UPON REQUEST.

18. PROVIDE COMPLETE OPERATING MAINTENANCE AND

SPECIFICATION MANUALS TO STAGE FOR ALL EQUIPMENT WITHIN

(15) DAYS OF FINAL COMPLETION OF JOB.

19. PROVIDE A WRITTEN LIST OF SERVICE SUB-CONTRACTORS TO

OWNER INCLUDING NAMES, ADDRESSES, PHONE NUMBERS AND

CONTACT PERSONS FOR FUTURE SERVICE NEEDS WITHIN (15) DAYS

OF COMPLETION OF JOB.

20. CONTRACTORS SHALL NOT BE ALLOWED TO USE, STORE OR

DISPOSE OF ANY HAZARDOUS, FLAMMABLE, EXPLOSIVE,

RADIOACTIVE TOXIC, CONTAMINATING, POLLUTING MATERIALS

OR SUBSTANCES RELATED TO INJUROUS OR CHEMICALLY

REGULATED MATERIALS ON THE JOB SITE.

21. ALL INTERIOR WALLS SHALL HAVE A MINIMUM OF ONE COAT OF

WHITE PRIMER INSTALLED AND TWO FINISH COATS.

22. GENERAL CONTRACTOR IS TO CONSTRUCT INTERIOR WALLS

FROM STEEL STUDS. GENERAL CONTRACTOR MUST USE FIRE

RETARDANT TREATED WOOD BLOCKING AT CRITICAL LOCATIONS

FOR THE MOUNTING OF MILLWORK, OR ACCESSORIES

23. ARCHITECTURAL SIGNAGE FOR TOILETS, EXITS, OTHER CODE

RELATED SIGNS NECESSARY SHALL BE FURNISHED AND INSTALLED

BY THE CONTRACTOR.

24. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION

OF ANY TENANT SUPPLIED MATERIALS, FIXTURES, ETC. ON JOB SITE.

25.GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS.

ANY DIMENSIONS SHOWN WHICH INDICATE AN EXISTING CONDITION

ARE APPROXIMATE AND SHOULD BE VERIFIED ON SITE.

26. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE

THE EXISTING CONDITIONS WHICH MAY AFFECT THE COMPLETION OF

THE PROJECT IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS. NOTIFY THE ARCHITECT IF EXISTING CONDITIONS VARY

SUCH THAT IMPLEMENTATION OF THE DOCUMENTS WILL ADVERSLY

AFFECT THE PROJECT COST OR PROJECT SCHEDULE.

27. IT IS NOT WITHIN THE SCOPE OF WORK OF THE ARCHITECT TO

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO: ASBESTOS,

ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB),

HYDROCARBONS OR ANY OTHER TOXIC SUBSTANCES. SHOULD THE

G.C. OR ANY OTHER ENTITY WORKING ON BEHALF OF THE G.C. OR

THE OWNER DISCOVER OR ENCOUNTER ANY HAZARDOUS

MATERIALS, THE G.C. SHALL NOTIFY THE APPROPRIATE AUTHORITIES

IMMEDIATELY AND PROCEED IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

34. ARCHITECT AND OWNER SHALL INSPECT THE PROJECT TO

VERIFY STATUS OF COMPLETION WITH REASONABLE PROMPTNESS

AFTER NOTIFICATION BY CONTRACTOR.

35. CONTRACTOR TO PROVIDE ALL CIVIL, ELECTRICAL, AND

MECHANICAL ASSOCIATED WITH THE DESIGN INTENT SHOWN

ON THE ARCHITECTURAL AND ENGINEERING DRAWINGS

30. CONTRACTOR SHALL MAINTAIN REQUIRED DOCUMENTS AND UP

TO DATE CONSTRUCTION PLANS ON THE JOB SITE.

31. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL

CLEANING PRIOR TO TURNING THE SPACE OVER TO THE OWNER.

CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO: REMOVAL OF

GREASE MASTIC ADHESIVES, DUST, DIRT, STAINS, FINGERPRINTS,

LABELS AND OTHER FOREIGN MATERIALS FROM EXPOSED

INTERIOR AND EXTERIOR SURFACES. PRESSURE WASH EXTERIOR

PAVED SURFACES.

28. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGE TO THE FACILITY DURING CONSTRUCTION.

29. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEMOLISHED

MATERIALS IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

36. SHOULD CONTRACTOR, IN PREPARING HIS BID OR AT ANY TIME

THEREAFTER, FIND ANY DISCREPANCY, INCONSISTENCY, CONFLICT

OR OMISSION IN, OR BE IN DOUBT AS TO THE EXACT MEANING

OF THE DRAWINGS OR SPECIFICATIONS HE SHALL IMMEDIATELY

AND BEFORE PROCEEDING FURTHER NOTIFY OWNER IN WRITING.

OWNER WILL IMMEDIATELY RESOLVE SUCH DISCREPANCY AND

FURNISH CONTRACTOR WITH WRITTEN INSTRUCTIONS WITH

RESPECT THERETO. IT WILL NOT BE A DISCREPANCY IF THESE SPECS

DO NOT MENTION PORTIONS OF THE WORK WHICH THE DRAWINGS

COMPETENTLY EXPLAIN.

1. ALL NEW CONSTRUCTION SHALL BE IN STRICT COMPLIANCE

WITH NATIONAL, STATE, COUNTY AND CITY BUILDING CODES AND

THE AMERICANS WITH DISABILIITIES ACT (A.D.A) REGULATIONS.

2. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

3. DIMENSIONS GIVEN IN FIGURES ON THE PLANS SHALL TAKE

PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS

SHALL BE VERIFIED IN FIELD. DIMENSIONS ARE NOT

ADJUSTABLE UNLESS NOTED OTHERWISE.

4. ALL DIMENSIONS ARE GIVEN FROM FACE OF DRYWALL

TO FACE OF DRYWALL UNLESS NOTED OTHERWISE.

5. "EQUAL" WHEN USED SHALL MEAN AN EQUIVALENT PRODUCT

OR MATERIAL AS APPROVED BY THE TENANT.

6. ALL HEIGHTS ARE DIMENSIONED FROM FINISHED FLOOR

UNLESS NOTED OTHERWISE.

7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS

EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL,

TELEPHONE/DATA, ELECTRICAL, LIGHTING, PLUMBING AND

SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK

AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR

INSTALLATION OR MAINTENANCE OF THE ABOVE EQUIPMENT

IS PROVIDED.

8. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, BEDDED

AND SANDED SMOOTH WITH NO VISIBLE JOINTS. ALL CORNERS

SHALL RECEIVE METAL CORNER BEAD UNLESS OTHERWISE

NOTED

9. ALL RATED WALLS SHALL HAVE THEIR RATING MAINTAINED

AND ALL NEW PENETRATIONS SEALED TO MEET CURRENT

CODE REQUIREMENTS.

10. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE FREE

FROM DEFECTS. ALL MATERIALS AND WORKMANSHIP SHALL

BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE

OF ACCEPTANCE. DURING THIS PERIOD, PROBLEMS DUE TO

DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP SHALL BE

CORRECTED AT NO COST TO THE TENANT. ANY PROBLEMS

THAT OCCUR DURING CONSTRUCTION SHALL BE CORRECTED

IMMEDIATELY TO THE SATISFACTION OF THE TENANT.

11. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BRACIING

AS REQUIRED TO SECURE WORK TO STRUCTURE ABOVE CEILING

WHERE REQUIRED AND SHALL BE TOTALLY RESPONSIBLE FOR

HIS WORK.

Partition Type 5: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of ceiling; provide 5/8" type X FR gyp board at both sides.

Total wall thickness = 4 7/8"; install 3 1/2" batt insulation from floor to top of wall; brace to structure above 48" OC

DRAWING LISTING

ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 NOTES

G-003 PLUMBING CALCULATIONS & ACM REPORT

G-004 CODE STUDY - BASEMENT

G-005 CODE STUDY - 1ST FLOOR

G-006 CODE STUDY - 2ND FLOOR

AS-001 VICINITY MAP

AS-002 BUILDING LOCATION PLAN

AS-003 SURVEY/PLAT MAP

A-101 BASEMENT DEMO PLAN

A-102 1ST FLOOR DEMO PLAN

A-103 2ND FLOOR DEMO PLAN

A-104 BASEMENT FLOOR PLAN

A-105 1ST FLOOR PLAN

A-106 2ND FLOOR PLAN

A-107 BASEMENT REFLECTED CEILING PLAN

A-108 1ST FLOOR REFLECTED CEILING PLAN

A-109 2ND FLOOR REFLECTED CEILING PLAN

A-201 INTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS

A-203 INTERIOR ELEVATIONS

A-401 ENLARGED PLANS

A-402 ENLARGED REFLECTED CEILING PLANS

A-501 SPEC SHEETS

A-502 DETAILS AND SPEC SHEETS

A-503 SMOKE DETECTOR AND FIRE ANNUNCIATOR SPEC

A-504 FIRE SPRINKLER SYSTEM DEFICIENCIES & EDF SPEC

A-505 PHOTOS AND BALCONY DETAILS

A-506 FIRE STOP DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-701 BASEMENT FINISH PLAN

A-702 1ST FLOOR FINISH PLAN

A-703 2ND FLOOR FINISH PLAN

A-704 LEGEND AND FINISH SPECS

A-705 FINISH SPECS

MEP DRAWINGS:

M0.1 MECHANICAL NOTES AND SCHEDULES

M1.1 LOWER LEVEL MECHANICAL PLAN

M2.1 1ST FLOOR MECHANICAL PLAN

M3.1 2ND FLOOR MECHANICAL PLAN

P0.1 PLUMBING NOTES, SCHEDULES AND DETAILS

P1.1 LOWER LEVEL PLUMBING PLAN

P2.1 1ST FLOOR PLUMBING PLAN

P3.1 2ND FLOOR PLUMBING PLAN

E0.1 ELECTRICAL NOTES AND SCHEDULES

E1.1 LOWER LEVEL ELECTRICAL PLAN

E2.1 1ST FLOOR ELECTRICAL PLAN

E3.1 2ND FLOOR ELECTRICAL PLAN

Partition Type 7: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (1) layer of type X FR gyp board and

(1) layer 5/8" Sheetrock Brand Mold Tough Firecode X panel at kitchen exposed side. Provide batt insulation from floor to top of wall. Total wall thickness = 4 7/8"

(1) Hour rated - UL Des U419

32. PROVIDE OWNER WITH A MINIMUM OF ONE (1) SET OF "AS-BUILT"

DRAWINGS INDICATING ALL VARIANCES BETWEEN ORIGINAL

APPROVED CONSTRUCTION DOCUMENTS AND ACTUAL COMPLETED

CONSTRUCTION.

33. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION

ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN

GENERAL NOTES, THEN THERE CONSTRUCTION SHALL BE OF THE

SAME CHARACTER AS FOR SIMILAR CONDITIONS.

GENERAL NOTES

Partition Type 1: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. with 5/8" type X FR gyp board at each side. Total wall thickness = 5 1/4" . Provide batt insulation from floor to top of wall. Verify thickness of adjacent wall prior to installation and notify Architect if dimension is not 5 1/4". Wall to extend from floor to underside of structure or top of opening (door infill);

(1) Hour rated - UL Des U419

Partition Type 3: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure or opening; provide 5/8" Sheetrock Brand Mold Tough Firecode X at exposed side only. Provide insulation from floor to top of wall. Total wall thickness = 4 1/4"

Partition Type 9: 3 5/8" metal stud - (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure or opening; provide (1) layer of " type X FR gyp board and (1) layer 5/8" Sheetrock Brand Mold Tough Firecode X panel at restroom exposed side. Total wall thickness = 4 7/8"

Partition Type 10: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of ceiling; provide 5/8" type X gyp board at one side and

(1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 4 7/8"; install 3 1/2" batt insulation from floor to top of wall; brace to structure above 48" OC

Partition Type 3: 3 5/8" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to underside of structure; provide

(1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 4 1/4"

Partition Type 1: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. with 5/8" Sheetrock Brand Mold Tough Firecode X at restroom side and either 3/4" or 1/2" plus 1/4" type X FR gyp board at opposite side. Total wall thickness = 5" . Provide batt insulation from floor to top of wall. Verify thickness of adjacent wall prior to installation and notify Architect if dimension is not 5".

Wall to extend from floor to underside of structure or top of opening (door infill); brace to structure above 48" OC if partition extend to ceiling

Partition Type 7: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure or opening; provide (1) layer of 5/8" type X FR gyp board at both sides. Provide 3 1/2" batt insulation from floor to top of wall.Total wall thickness = 4 7/8"

(1) Hour rated - UL Des U419

Partition Type 5: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of ceiling; provide 5/8" Sheetrock Brand Mold Tough Firecode X at both sides. Total wall thickness = 4 7/8"; i brace to structure above 48" OC

NOT USED

NOT USED

NOT USED

NOT USED

37. ALL PIPING PENETRATIONS THROUGH FLOORS SHALL BE

SEALED WATER TIGHT BY GROUTING PERIMETER GAP BETWEEN

PIPE AND FLOOR STRUCTURE OR BY USING APPROVED UL SLEEVE

AND SEALER SYSTEM. PENETRATIONS OF RATED WALLS SHALL

USE SLEEVE WITH UL APPROVED FIRE SEALANT PER SECTION

714.4.1.1 OF THE 2021 IBC. PENETRATIONS THROUGH FLOORS

SHALL COMPLY WITH SECTION 714.5.1.1 OR 714.5.1.2” .

38. FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE

CAVITY OF A WALL ABOVE OR BELOW THE FLOOR DO NOT REQUIRE

A T RATING PER SECTION 714.5.1.2 EXCEPTION 1. FLOOR

PENETRATIONS BY FLOOR DRAINS, TUB DRAINS OR SHOWER

DRAINS CONTAINED AND LOCATED WITHIN THE CONCEALED SPACE

OF A HORIZONTAL ASSEMBLY DO NOT REQUIRE A T RATING PER

SECTION 714.5.1.2 EXCEPTION 2

NOTE: SEE SHEET G-004 FOR SUBMITTAL REQUIREMENTS

G-003

SHEET TITLE

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

DATE: 12/9/2022

/U se rs /ta du ke

/D oc um en ts /A rc hi ca d

Fi le s/ Fo rt Ly on B ld g

V

.p ln

PLUMBING CALCULATIONS &

ACM REPORT

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

Asbestos Inspection Report Page 5

4.0 ACM BY LOCATION

BUILDINGS

Building 3

Approximately 2,888 sq. ft. of various colored/patterned ACM sheet vinyl floor coverings exist throughout various locations of the building, (see drawings for locations), (12-22% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor marks and wearing.

Approximately 5,768 sq. ft. of various colored/patterned, 9” x 9” and 12” x 12” ACM floor tiles and associated adhesives exist throughout various locations of the building, (see drawings for locations), (2-25% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor breakage and wearing.

Floor tiles and sheet vinyl are normally considered non-friable if the material is in good condition and repair could be performed during routine operations and maintenance activities assuring that the material is not cut, abraded, or in any other way damaged causing release of asbestos fibers or the material must be properly abated prior to renovation/demolition activities.

Approximately 2,200 l.f. of ACM Thermal Systems Pipe Insulation (TSI) exists throughout the building, (see drawings for locations), (10-70% Chrysotile). This material was in good to poor condition at the time of this inspection. GHP inspected/assessed only those materials that were accessible. Access panels were not available for performing a thorough survey of pipe insulation inside wall cavities and/or pipe chases.

Pipe insulation inside walls/pipe chases should be assumed to be asbestos containing until determined otherwise. GHP determined that fiberglass insulation is obscuring remnant TSI on pipes. All fiberglass insulation should be assumed to be covering ACM material. Personal protective equipment should be worn by those entering wall cavities/pipe chases. Isolate the areas surrounding pipe chases when performing routine maintenance in these areas. Damaged material should be repaired immediately. The TSI in the crawlspace and mechanical room was abated in September 2006, GHP Project # 06505.02.

Approximately 9,650 sq. ft. of ACM wall/ceiling plaster exists throughout the facility, (see drawings for locations), (Trace-2 % Chrysotile). The material was in good condition at the time of this inspection. This material should be managed following the facilities Operations & Maintenance Program. The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation/demolition or if the material becomes damaged.

Approximately 360 sq. ft. of ACM wall tile exists at various locations throughout the building basement, (see drawings for locations), (4% Chrysotile). The material was in good condition at the time of this inspection. This material should be managed following

Asbestos Inspection Report Page 6 the facilities Operations & Maintenance Program. The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation/demolition or if the material becomes damaged.

Approximately 1,200 l.f. of ACM baseboard adhesives exist throughout the building, (see drawings for locations), (2% Chrysotile). This material was in good condition at the time of this inspection. This material should be managed following the facilities Operation & Maintenance Program. The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation or if the material becomes damaged.

Approximately 900 sq. ft. of gypsum board with asbestos containing joint compounds exists in the auditorium, (see drawings for locations), (9% Chrysotile). The material was in good condition at the time of this inspection. This material should be managed following the facilities Operations & Maintenance Program. The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation/demolition or if the material becomes damaged.

Approximately 3,000 sq. ft. of ACM tar impregnated roofing materials and flashing materials exist on the roof, (see drawings for locations), (15% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor weathering damage. Non-friable tar impregnated roofing materials are not regulated by the EPA or State of Colorado provided that the materials are well maintained and remain non-friable during removal, replacement, or repair. This material can be repaired or replaced by properly trained personnel (OSHA training) provided that the material is not cut, sanded, grinded, or abraded using mechanical means.

Sample Number Material and Location Asbestos Content B-06505.01-88 Floor tile – Sample acquired from Building 3 basement under door in

12A.

5% Chrysotile in adhesive 6% Chrysotile in tile

B-06505.01-89 Floor tile – Sample acquired from Building 3 basement collected at the threshold in 12A.

None Detected

B-06505.01- 90 Mastic – Sample acquired from Building 3 basement, collected from under dish rack in 12A from north wall in kitchen.

10% Chrysotile

B-06505.01-91 Base board- Sample acquired under dish rack in kitchen 12A from north wall.

None Detected

B-06505.01-92 Gypsum board with joint compound- Sampled acquired in Building 3 basement located on the north side of door 12B, four feet up from floor.

None Detected

B-06505.01-93 Wall plaster- Sampled acquired from room 11A, southeast corner, four feet up from floor.

Trace Chrysotile

B-06505.01-94 Ceramic tile- Sample acquired in Building 3 basement, located on the east wall under sink.

None Detected

B-06505.01-95 Ceiling plaster- Sample acquired in Building 3 basement located at the top of column at the west wall.

TR Chrysotile

B-06505.01-96 Ceramic floor tile gold and brown - Sampled acquired in Building 3 basement, located in the middle of room 05.

None Detected

Asbestos Inspection Report Page 7

B-06505.01-97 Metal paper ceiling and brown paint - Sampled acquired in Building 3 basement located only in room 06, collected in the center of ceiling.

None Detected

B-06505.01-98 TSI - sample acquired in Building 3 basement, located on the west wall inside wall cavity in room A.

2% Chrysotile

B-06505.01-99 Wall tile - Sample acquired in Building 3 basement, located on the south wall under wall sink.

4% Chrysotile in tile

B-06505.01-100 Cove base - sample acquired in Building 3 basement, located on south wall under wall sink.

TR Chrysotile

B-06505.01-101 Mud fitting - sample acquired in Building 3 basement, located on the west wall inside wall cavity.

80% Chrysotile

B-06505.01-102 Green tile - Sample acquired in Building 3 basement, taken from west wall of elevator from room 13.

None Detected

B-06505.01-103 Mud fitting - Sample acquired in Building 3 basement, located in the southeast closet corner from elevator room 13.

10% Chrysotile

B-06505.01-104 Mud fitting – Sample acquired in Building 3 basement, taken two feet east of sample 103.

35% Chrysotile

B-06505.01-105 Ceiling plaster - Sample acquired in Building 3 basement, located on the north wall in front of post office above window.

None Detected

B-06505.01-106 9x9 brown floor tile – Sample acquired from Building 3, room 209. 20% Chrysotile in adhesive 2% in tile

B-06505.01-107 Wall plaster – Sample acquired from Building 3 on the northwest wall, 2ft down from ceiling.

TR Chrysotile

B-06505.01-108 12X12 Acoustic tile brown adhesive – Sample acquired from Building 3, room 200, north wall right below projector window.

None Detected

B-06505.01-109 Floor tile adhesive – Sample acquired from Building 3 in room 200, 6ft in from doorway, 5ft west from floor.

None Detected

B-06505.01-110 Ceiling plaster – Sample acquired from floor of Building 3 room A – attic.

None Detected

B-06505.01-111 Vibration damper – Sample acquired from Building 3 center of attic on a vibration damper system located in attic.

None Detected

B-06505.01-112 Gypsum board with joint compounds – Sample acquired from Building 3 storage area in attic located on the southwest wall.

None Detected

B-06505.01-113 Felt paper – Sample acquired from Building 3 ceiling of attic in area B.

None Detected

B-06505.01-114 Roofing tar material – Sample acquired from Building 3 to the right of roof access.

15% Chrysotile

B-06505.01-115 Dark brown floor tile – Sample acquired from Building 3, room 201, located on the southwest wall, right side of door on floor.

15% Chrysotile in adhesive 2% in tile

B-06505.01-116 Black glazed floor tile – Sample acquired from Building 3, 16” from southwest wall, right side of door on floor.

12% Chrysotile in tile

B-06505.01-117 Wall plaster – Sample acquired from Building 3 in room 205, located in the center of west wall.

2%Chrysotile

B-06505.01-118 Wall plaster – Sample acquired from Building 3 in room 216, located in the center of north wall, four feet up from floor.

TR Chrysotile

B-06505.01-119 Wall plaster – Sample acquired from Building 3 in room 211, southeast wall, four feet up from floor.

TR Chrysotile

B-06505.01-120 Gypsum board with joint compounds – Sample acquired from north wall, east side of stage.

None Detected

B-06505.01-121 12”X12” ceiling tile with brown adhesive – Sample acquired in room 205 above suspended ceiling.

None Detected

B-06505.01-122 Gypsum board with joint compound – Sample acquired in Building 3, room 207, above door entry.

9% Chrysotile

B-06505.01-123 Ceiling spray applied (popcorn) – Sample acquired from Building 3, room 216, northeast upper corner.

Asbestos Inspection Report Page 8

B-06505.01-124 Ceiling spray applied (popcorn) – Sample acquired from Building 3, second floor hallway, southwest corner.

None Detected

B-06505.01-125 Ceiling spray applied (popcorn) – Sample acquired in Building 3, room 105E, located on the second floor on the north wall above door.

None Detected

B-06505.01-126 Ceiling spray applied (popcorn) – Sample acquired in Building 3 from room 104E, located on the first floor southwest above door.

None Detected

B-06505.01-127 Gypsum board with joint compound - Sample acquired in Building 3 located on first floor in room 104, east corner of room.

None Detected

B-06505.01-128 Mosaic sheet vinyl – Sample acquired from Building 3 located on the first floor, 10” from the middle of front stage.

25% Chrysotile

B-06505.02-01 White TSI VBM-Sample taken from tank piping in Building 3 Mechanical Room.

B-06505.02-04 White TSI-Sample was collected from Building 3, material lying on crawlspace soil, 10’ north of Mechanical Room access port.

15% Chrysotile

B-06505.02-05 Vapor barrier mastic-Sample was collected from Building 3 Mechanical Room, on pipe on north side of mechanical room.

None Detected

B-06505.02-06 Vapor barrier mastic-Sample was collected from Building 3 Mechanical Room, on pipe above south entrance door.

None Detected

B-06505.02-07 White TSI-Sample was collected from Building 3 Mechanical Room on pipe valve above south entrance door.

15% Chrysotile

B-06505.02-08 White paint-Sample was collected from Building 3 Mechanical Room on west wall at Plenum Chamber.

None Detected

B-06505.02-09 Brown soil-Sample was acquired from building 3 taken at north west corner 10ft south 10ft east.

Trace Chrysotile

B-06505.02-10 Brown soil-Sample was acquired from Building 3 taken at north east corner 10ft south and 10ft west.

Trace Chrysotile

B-06505.02-11 Brown soil-Sample was acquired from Building 3 taken directly in the center of the containment.

Trace Chrysotile

B-06505.02-12 Brown soil-Sample was acquired from Building 3, taken at south west corner, 10ft east and 10ft north.

Trace Chrysotile

B-06505.02-13 Brown soil-Sample was acquired from Building 3 taken at south east corner, 10ft west and 10ft north.

Trace Chrysotile

B-06505.02-14 Brown soil-Sample was acquired from Building 3, taken at south west corner 10ft east and 10ft north.

Trace Chrysotile

See GHP report 06505.02-Building 3 Partial Abatement.

This abatement project was done by DLM Inc. during the time of September 9th, 2006 through October 4th, 2006. Abatement project included approximately 1,900 linear feet of fiberglass insulation obscuring remnant ACM TSI on pipes, approximately 160 linear feet of ACM TSI on risers and approximately 6,400 sq. ft. of ACM contaminated dirt floors in the crawlspace located under Building 3. Abatement project also included approximately 500 linear feet of fiberglass insulation obscuring ACM TSI on pipes, and approximately 2,000 square feet of fiberglass insulation obscuring remnant ACM TSI on tanks and boilers throughout the Building 3 Mechanical Room.

See GHP report 06505.06-Building 3 Partial Abatement (Freight Elevator Mechanical Room). Abatement Project included the abatement of Building 3 Freight Elevator Mechanical Room (No Room #) in a “gross removal” enclosure that encompassed/abated the ACM plaster ceiling that was present, (approximately 150 sq. ft.), and abated all ACM TSI from all pipes and pipe fittings, (approximately 85 l.f. of 4”-5” OD TSI).

GOBBELL HAYES ACM REPORT GOBBELL HAYES ACM REPORT

GOBBELL HAYES ACM REPORT GOBBELL HAYES ACM REPORT

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-1 (FIXED SEATS) OCCUPANCY: 95 OCCUPANTS

A-1 (MOVEABLE SEATS) OCCUPANCY: 1,428 SF/7 SF = 204 OCCUPANTS

A-1 STAGE OCCUPANCY: 894 NSF/ 15 = 59.6 OCCUPANTS

95 OCCUPANTS + 204 OCUPANTS + 59.6 OCCUPANTS = 358.6 OCCUPANTS

358.6 OCCUPANTS / 2 = 179.3 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY (THEATER) OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-1 MINIMUM REQUIRED FIXTURES:

179.3 OCCUPANT LOAD/125 OCCUPANTS PER WC = 1.434 MALE

179.3 OCCUPANT LOAD/65 OCCUPANTS PER WC = 2.758 FEMALE

179.3 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .897 MALE

179.3 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .897 FEMALE

B OCCUPANCY: 313 GSF/150 GSF = 2.09 OCCUPANTS

2.09 OCCUPANTS / 2 = 1.05 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/25 FOR 1ST 50 1/25 FOR 1ST 50 1/40 FOR 1ST 80

AND 1 PER 50 FOR AND 1 PER 50 FOR AND 1 PER 80 FOR

THE REMAINDER THE REMAINDER THE REMAINDER

EXCEEDING 50 EXCEEDING 50 EXCEEDING 80

B MINIMUM REQUIRED FIXTURES:

1.05 OCCUPANT LOAD/25 OCCUPANTS PER WC = .04 MALE

1.05 OCCUPANT LOAD/25 OCCUPANTS PER WC = .04 FEMALE

1.05 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .03 MALE

1.05 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .03 FEMALE

S-1 OCCUPANCY: 130 GSF/300 GSF = .43 OCCUPANTS

.43 OCCUPANTS / 2 = .215 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

S-1 MINIMUM REQUIRED FIXTURES:

.215 OCCUPANT LOAD/100 OCCUPANTS PER WC = .002 MALE

.215 OCCUPANT LOAD/100 OCCUPANTS PER WC = .002 FEMALE

.215 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .002 MALE

.215 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .002 FEMALE

NOTE:

PER 2902.1.1: TO DETERMINE OCCUPANT LOAD OF EACH SEX, THE TOTAL

OCCUPANT LOAD SHALL BE DIVIDED IN HALF. …. FOR CALCULATIONS

INVOLVING MULTIPLE OCCUPANCIES, SUCH FRACTIONAL NUMBERS FOR

EACH OCCUPANCY SHALL BE FIRST SUMMED AND THEN ROUNDED UP TO

THE NEXT WHOLE NUMBER

TOTAL NUMBER OF MALE WC REQUIRED:

A-1 (THEATER AND STAGE) 1.434

B .040 S-1 .002

TOTAL: 1.476 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-1 (THEATER AND STAGE) 2.758

B .040 S-1 .002

TOTAL: 2.8 = 3 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-2 (THEATER AND STAGE) .897

B .030 S-1 .002

TOTAL: .939 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-1 (THEATER AND STAGE) .897

B .030 S-1 .002

TOTAL: .939 = 1 LAV

WC'S PROVIDED

WOMEN: 4

MEN: 1 + 1 URINAL

UNISEX: 0

LAV'S PROVIDED

WOMEN: 2

MEN: 1

UNISEX 0

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

B OCCUPANCY: 1,491 GSF/150 GSF = 9.94 OCCUPANTS

9.94 OCCUPANTS / 2 = 4.97 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/25 FOR 1ST 50 1/25 FOR 1ST 50 1/40 FOR 1ST 80

AND 1 PER 50 FOR AND 1 PER 50 FOR AND 1 PER 80 FOR

THE REMAINDER THE REMAINDER THE REMAINDER

EXCEEDING 50 EXCEEDING 50 EXCEEDING 80

B MINIMUM REQUIRED FIXTURES:

4.97 OCCUPANT LOAD/25 OCCUPANTS PER WC = .199 MALE

4.97 OCCUPANT LOAD/25 OCCUPANTS PER WC = .199 FEMALE

4.97 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .124 MALE

4.97 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .124 FEMALE

S-1 OCCUPANCY: 668 GSF/300 GSF = 2.23 OCCUPANTS

U OCCUPANCY: 14 GSF/300 GSF = .05 OCCUPANTS

(2.23 OCCUPANTS + .05 OCCUPANTS) / 2 = 1.14 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

S-1/U MINIMUM REQUIRED FIXTURES:

1.14 OCCUPANT LOAD/100 OCCUPANTS PER WC = .011 MALE

1.14 OCCUPANT LOAD/100 OCCUPANTS PER WC = .011 FEMALE

1.14 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .011 MALE

1.14 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .011 FEMALE

NOTE:

PER 2902.1.1: TO DETERMINE OCCUPANT LOAD OF EACH SEX, THE TOTAL

OCCUPANT LOAD SHALL BE DIVIDED IN HALF. …. FOR CALCULATIONS

INVOLVING MULTIPLE OCCUPANCIES, SUCH FRACTIONAL NUMBERS FOR

EACH OCCUPANCY SHALL BE FIRST SUMMED AND THEN ROUNDED UP TO

THE NEXT WHOLE NUMBER

TOTAL NUMBER OF MALE WC REQUIRED:

B .26 S-1/U .013

TOTAL: 1.333 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .26 S-1/U .013

TOTAL: 2.313 = 3 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

B .16 S-1/U .013

TOTAL: 1.333 = 2 WC

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .16 S-1/U .013

TOTAL: 1.333 = 2 WC

WC'S PROVIDED

UNISEX: 1

LAV'S PROVIDED

UNISEX: 1

NOTE: MALE AND FEMALE RESTROOMS ARE PROVIDED ON THE 1ST FLOOR

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

BASEMENT LEVEL:

A-3 (FIXED SEATS) OCCUPANCY: 117 OCCUPANTS

A-3 (MOVEABLE SEATS) OCCUPANCY: 282 SF/15 SF = 18.8 OCCUPANTS

117 OCCUPANTS + 18.8 OCUPANTS + 59.6 OCCUPANTS = 135.8 OCCUPANTS

135.8 OCCUPANTS / 2 = 67.90 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY (LECTURE HALLS/ARCADES)

OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 MINIMUM REQUIRED FIXTURES:

67.90 OCCUPANT LOAD/125 OCCUPANTS PER WC = .543 MALE

67.90 OCCUPANT LOAD/65 OCCUPANTS PER WC = 1.045 FEMALE

67.90 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .340 MALE

67.90 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .340 FEMALE

B OCCUPANCY: 1,674 GSF/150 GSF = 9.17 OCCUPANTS

9.17 OCCUPANTS / 2 = 4.585 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/25 FOR 1ST 50 1/25 FOR 1ST 50 1/40 FOR 1ST 80

AND 1 PER 50 FOR AND 1 PER 50 FOR AND 1 PER 80 FOR

THE REMAINDER THE REMAINDER THE REMAINDER

EXCEEDING 50 EXCEEDING 50 EXCEEDING 80

B MINIMUM REQUIRED FIXTURES:

4.585 OCCUPANT LOAD/25 OCCUPANTS PER WC = .183 MALE

4.585 OCCUPANT LOAD/25 OCCUPANTS PER WC = .183 FEMALE

4.585 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .115 MALE

4.585 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .115 FEMALE

S-1 OCCUPANCY: 1,915 GSF/300 GSF = 6.383 OCCUPANTS

6.383 OCCUPANTS / 2 = 3.192 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

S-1 MINIMUM REQUIRED FIXTURES:

3.192 OCCUPANT LOAD/100 OCCUPANTS PER WC = .032 MALE

3.192 OCCUPANT LOAD/100 OCCUPANTS PER WC = .032 FEMALE

3.192 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .032 MALE

3.192 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .032 FEMALE

U OCCUPANCY: 1,551 GSF/300 GSF = 5.17 OCCUPANTS

5.17 OCCUPANTS / 2 = 2.585 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

U MINIMUM REQUIRED FIXTURES:

2.585 OCCUPANT LOAD/100 OCCUPANTS PER WC = .026 MALE

2.585 OCCUPANT LOAD/100 OCCUPANTS PER WC = .026 FEMALE

2.585 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .026 MALE

2.585 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .026 FEMALE

NOTE:

PER 2902.1.1: TO DETERMINE OCCUPANT LOAD OF EACH SEX, THE TOTAL

OCCUPANT LOAD SHALL BE DIVIDED IN HALF. …. FOR CALCULATIONS

INVOLVING MULTIPLE OCCUPANCIES, SUCH FRACTIONAL NUMBERS FOR

EACH OCCUPANCY SHALL BE FIRST SUMMED AND THEN ROUNDED UP TO

THE NEXT WHOLE NUMBER

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .543 B .183 S-1 .032 U .026

TOTAL: .784 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 1.045 B .183 S-1 .032 U .026

TOTAL: 1.286 = 2 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .340 B .115 S-1 .032 U .026

TOTAL: .513 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 .340 B .115 S-1 .002 U .026

TOTAL: .513 = 1 LAV

WC'S PROVIDED

WOMEN: 2

MEN: 2 + 1 URINAL

UNISEX: 1

LAV'S PROVIDED

WOMEN: 2

MEN: 2

UNISEX: 1

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

PLUMBING CALCULATIONS - 1ST FLR PLUMBING CALCULATIONS - BASEMENT

PLUMBING CALCULATIONS - 2ND FLR

ACM NOTES

1. IT IS NOT WITHIN THE SCOPE OF WORK OF THE ARCHITECT TO

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO: ASBESTOS,

ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB),

HYDROCARBONS OR ANY OTHER TOXIC SUBSTANCES. SHOULD THE

G.C. OR ANY OTHER ENTITY WORKING ON BEHALF OF THE G.C. OR

THE OWNER DISCOVER OR ENCOUNTER ANY HAZARDOUS

MATERIALS, THE G.C. SHALL NOTIFY THE APPROPRIATE AUTHORITIES

IMMEDIATELY AND PROCEED IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

2. ALL MATERIALS BEING REMOVED FROM THE SITE SHALL BE

TESTED FOR ACM PRIOR TO ANY DEMOLITION WORK. IF MATERIAL

TESTS POSITIVE FOR ACM (ASBESTOS CONTAINING MATERIALS),

AREA MUST BE CLEARED OF ALL ACM CONTAINING MATERIALS

AFFECTED BY CONSTRUCTION PRIOR TO DEMOLITION

OR CONSTRUCTION

3. ANY ABATEMENT OF ACM SHALL BE ACCOMPLISHED BY A

CONTRACTOR LICENSED BY THE STATE OF COLORADO

FOR ACM REMOVAL.

4. ALL ACM SHALL BE PROPERLY REMOVED AND DISPOSED OF

ACCORDING TO REGULATIONS DEFINED BY THE STATE OF COLORADO

5. ALL NEW MATERIAL BEING INSTALLED IN THE PROJECT,

INCLUDING GYP BOARD, JOINT COMPOUND, VINYL TILE,

SHEET VINYL, CEILING TILE, PLASTER, CARPET, BASE

ADHESIVE OR ANY OTHER MATERIAL BEING PROPOSED

SHALL BE TESTED FOR ACM. A REPORT SHALL BE GIVEN

TO THE OWNER INDICATING RESULTS OF ACM TESTING

ACM NOTESACM NOTES

AN ADDITIONAL ASBESTOS REPORT FOR BUILDING 3 WAS COMPLETED

IN 2019 BY WESTON SOLUTIONS, INC.. FOLLOWING ARE THE RESULTS

FOR BUILDING 3:

ACM LOCATION ESTIMATED EXTENT

COVE BASE MASTIC BASEMENT 55 LF

DRYWALL 2ND FLOOR 1,200 SF

FLOOR TILE AND MASTIC ALL FLOORS 5,240 SF

LINOLEUM 1ST FLOOR 4,200 SF

PIPE INSULATION ALL FLOORS 500 LF

PLASTER (WALL & CEILING) BASEMENT 500 SF

ADDITIONALLY, LEAD BASED PAINT WAS DETECTED IN THE FOLLOWING

AREAS:

AREA COLOR ESTIMATED EXTENT

BUILT-INS (STAGE LIGHTING BLACK 30 LF

BUILT-IN BANISTER PINK 160 SF

DOOR WHITE 2 DOORS

DOOR FRAME WHITE 90LF

YELLOW 15 LF

DARK BROWN 15 LF

DOOR JAMB WHITE 45 LF

YELLOW 15 LF

CEILING WHITE 4,000 SF

FLOOR BLACK 80 SF

GRAY 850 SF

DARK BROWN 154 SF

STAIRS DARK BROWN 270 SF

TRIM DARK BROWN 350 LF

BLACK 30 LF

GRAY 20 LF

WALL WHITE 6,800 SF

CREAM 1,000 SF

WINDOW FRAME WHITE 56 WINDOWS

BROWN 2 WINDOWS

BLACK 10 WINDOWS

WINDOW SASH BLACK 10 WINDOWS

WINDOW SILL WHITE 64 WINDOWS

BROWN 2 WINDOWS

AQUA 1 WINDOW

DARK BLUE 1 WINDOW

BUILT-IN POSTS (EXTERIOR) WHITE 120 LF

CEILING (EXTERIOR) WHITE 264 SF

DOOR (EXTERIOR) WHITE 1 DOOR

DARK BROWN 2 DOORS

DOOR FRAME (EXTERIOR) WHITE 30 LF

DARK BROWN 30 LF

WINDOW FRAME (EXTERIOR) WHITE 68 WINDOWS

G-004

SHEET TITLE

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

DATE: 12/9/2022

/U se rs /ta du ke

/D oc um en ts /A rc hi ca d

Fi le s/ Fo rt Ly on B ld g

V

.p ln

CODE STUDY - BASEMENT &

SUBMITTAL REQUIREMENTS

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

002B

008A008B

001B

001A

010B

005A

009A

011A

011B

001C

002A

001D

EGRESS

EGRESS

EGRESS

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 3

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

BUILDING AREA: 16,916 GSF

CONSTRUCTION TYPE: TYPE VB, SPRINKLERED

ALLOWABLE HEIGHT: A-3 OCCUPANCY: 60'

B OCCUPANCY: 60'

S-1 OCCUPANCY: 60'

ACTUAL HEIGHT: 54'-11" (AT NORTH ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-3 OCCUPANCY: 2

B OCCUPANCY: 3

S-1 OCCUPANCY: 3

ACTUAL STORIES: 2 STORIES ABOVE GRADE; 1 STORY BELOW GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-3 OCCUPANCY: 18,000 SF

B OCCUPANCY: 27,000 SF

S-1 OCCUPANCY: 27,000 SF

FRONTAGE INCREASE FACTOR: 75-100% OF BUILDING PERIMETER AND

30' OR GREATER OPEN SPACE = .75

ALLOWABLE AREA THIS STORY:

A-3 OCCUPANCY: Aa = 18,000 SF + (6,000 SF X .75) = 22,500 SF B OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF S-1 OCCUPANCY: Aa = 27,000 SF + (9,000 SF x .75) = 33,750 SF

MIXED OCCUPANCY FACTOR: 2,074 SF/22,500 SF = .09

1,674 SF/33,750 SF = .05

1,915 SF/33,750 SF = .06

TOTAL = .20 = LESS THAN 1

ACTUAL FLOOR AREA: BASEMENT - 7,673 GSF

OCCUPANCY CALCS: BASEMENT:

A-3 OCCUPANCY (FIXED SEATING): = 117

A-3 OCCUPANCY (TABLE & CHAIRS): 282 SF/15 = 18.8

B OCCUPANCY: 1,674 SF/150 = 9.17

S-1 OCCUPANCY: 1,915 SF/300 = 6.39

MECH/ELECT RM. OCCUPANCY: 1,551 SF/300 = 5.17

TOTAL FLOOR OCCUPANCY: 156.53 = 157

EXITS :

(EXITING WIDTH) 157 * .15 = 23.6"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 5'-10" (NARROWEST POINT)

(STAIR WIDTH) 157 * .20 = 72.4"

(2) STAIRS PROVIDED : (1) @ 31.4" WIDTH

NOTE: EXITING FROM THE BASEMENT IS PROVIDED DIRECTLY TO

THE EXTERIOR AT (3) LOCATIONS (2 AT 42" WIDTH AND 1 AT 36" WIDTH) AND TO AN EGRESS

CORRIDOR AT (2) LOCATIONS (48" WIDTH EACH)

GROUP S-2 OCCUPANCY - STORAGE

GROUP B OCCUPANCY - BUSINESS

LEGEND

GROUP A-3 OCCUPANCY - ASSEMBLY

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL

GROUP A-1 OCCUPANCY - ASSEMBLY

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

GROUP S-1 OCCUPANCY - STORAGE

NOTES

6" CLAY TILE CONSTRUCTION WITH FINSH

ON ONE SIDE (UP TO 1 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (1) HOUR COMPLIANCE

6" CLAY TILE CONSTRUCTION WITH FINSH

BOTH SIDES (UP TO 2 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (2) HOUR COMPLIANCE

4" CLAY TILE CONSTRUCTION WITH FINSH

BOTH SIDES (UP TO 1 HOUR 34 MINUTES

FIRE RATING) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

12 1/2" CLAY TILE CONSTRUCTION WITH

BRICK AT EXTERIOR AND PLASTER AT

INTERIOR (UP TO 6 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (1) HOUR COMPLIANCE

2 x 4 WOOD STUD AT 16" OC WITH 5/8"

PLASTER ON METAL LATHE EACH SIDE- (1)

HOUR FIRE RATING - PENETRATIONS HAVE

NOT BEEN VERIFIED FOR (1) HOUR

COMPLIANCE

8" DOUBLE WYTHE BRICK CONSTRUCTION

WITH FINSH ON ONE SIDE (UP TO 6 HOUR

FIRE RATING) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

D

IS

TA

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C E

O F

C O

M M

O N

P

AT

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'-6

D

IS

TA

N C

E O

F C

O M

M O

N P

AT

H

'-3

D

IS

TA

NCE

O

F

COMMON P

AT

H

UTILITY

A: 99 sq ft

UTILITY

008B A: 75 sq ft

UTILITY

008A

A: 69 sq ft

MUSIC RM

A: 283 sq ft

RESTRM

001A

A: 66 sq ft

RESTRM

001B

A: 76 sq ft

STORAGE

006A

A: 238 sq ft

STORAGE

002A

A: 354 sq ft

ELECTRICAL RM

A: 131 sq ft

GAME RM

A: 722 sq ft

GAME RM

010A

A: 607 sq ft

STORAGE

A: 606 sq ft

STORAGE

A: 99 sq ft

GAME RM

A: 462 sq ft

STORAGE

A: 557 sq ft

RESTRM

011A

A: 63 sq ft

UTILITY

A: 302 sq ft

MECH RM

A: 875 sq ft

UTILITY

012A

A: 86 sq ft

MAIL RM

A: 370 sq ft

LOBBY

A: 996 sq ft

BASEMENT FLOOR AREA

A: 7,673 sq ft

RESTRM

A: 158 sq ft

FUTURE

SEATING

FUTURE

SEATING

FUTURE

SEATING

FUTURE

SEATING

N

SCALE: 1/8" = 1'-0"1 BASEMENT - CODE STUDY PLAN

0 4' 8' 16'

D. ALL RESTROOM SIGNAGE

E. EXHAUST FAN

F. ALL DOORS AND HARDWARE INCLUDING:

1. ALL NEW DOORS INCLUDING

A. HOLLOW METAL DOORS

B. SOLID CORE WOOD DOORS

2. LEVER LOCKSET

3. LEVER PRIVACY SET

4. LEVER PASSAGE SET

5. PANIC HARDWARE

6. AUTOMATIC CLOSER

7. HINGES

8. DOOR FRAME

G. PORTABLE FIRE EXTINGUISHER

THE FOLLOWING MATERIALS REQUIRE SUBMITTALS PRIOR TO

PROCUREMENT OR INSTALLATION:

A. ALL FINISH MATERIALS INCLUDING:

1. WALL FINISHES INCLUDING:

A. PRIMER PAINT

B. FINISH PAINT

C. CERAMIC WALL TILE

D. VINYL WALL COVERING

2. FLOOR COVERINGS INCLUDING

A. CERAMIC FLOOR TILE

B. CARPET

C. SHEET VINYL

D. VINYL TILE

3. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

B. ALL ELECTRCAL ITEMS INCLUDING:

1. 2 X 4 LIGHT FIXTURES

2. 1 X 4 LIGHT FIXTURES

3. EMERGENCY EXIT/LIGHT COMBO UNIT

4. CEILING MOUNTED FIRE ANNUNCIATOR

5. WALL MOUNTED FIRE ANNUNCIATOR

6. ILLUMINATED EXIT SIGNAGE

7. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

8. SMOKE DETECTOR

9. CEILING MOUNTED EXIT DIRECTIONAL SIGN

10. WALL MOUNTED EXIT DIRECTIONAL SIGN

11. WALL MOUNTED EMERGENCY LIGHT

C. ALL PLUMBING FIXTURES INCLUDING:

1. RESTROOM ACCESSORIES INCLUDING

A. MIRROR

B. GRAB BARS

C. TOILET TISSUE DISPENSER

D. TOILET SEAT COVER DISPENSER

E. BABY CHANGING STATION

F. SOAP DISPENSER

G. WASTE RECEPTACLE/PAPER TOWEL

DISPENSER

2. DRINKING FOUNTAINS

3. ALL NEW RESTROOM FIXTURES INCLUDING:

A. STANDARD TOILET

B. ADA TOILET

C. STANDARD LAVATORY

D. ADA LAVATORY

E. TOILET PARTITIONS/URINAL SCREEN

F. STANDARD URINAL

G. ADA URINAL

H. SHOWER UNIT

SUBMITTAL REQUIREMENTS

A A

B B

C C

D D

SHEET TITLE

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

G-005

DATE: 12/9/2022

/U se rs /ta du ke

/D oc um en ts /A rc hi ca d

Fi le s/ Fo rt Ly on B ld g

V

.p ln

CODE STUDY - 1ST FLOOR

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

104K

104C

104H

101B

101A

100C

100B

104J

104F

104G

104B

104L

104E

104A

104D

UNFIXED SEATSUNFIXED SEATS

EGRESS

E G

R E

S S

E G

R E

S S

EGRESS

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 3

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

BUILDING AREA: 16,916 GSF

CONSTRUCTION TYPE: TYPE VB, SPRINKLERED

ALLOWABLE HEIGHT: A-1 OCCUPANCY: 60'

B OCCUPANCY: 60'

S-1 OCCUPANCY: 60'

ACTUAL HEIGHT: 54'-11" (AT NORTH ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-1 OCCUPANCY: 2

B OCCUPANCY: 3

S-1 OCCUPANCY: 3

ACTUAL STORIES: 2 STORIES ABOVE GRADE; 1 STORY BELOW GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-1 OCCUPANCY: 16,500 SF

B OCCUPANCY: 27,000 SF

S-1 OCCUPANCY: 27,000 SF

FRONTAGE INCREASE FACTOR: 75-100% OF BUILDING PERIMETER AND

30' OR GREATER OPEN SPACE = .75

ALLOWABLE AREA THIS STORY:

A-1 OCCUPANCY: Aa = 16,500 SF + (5,500 SF X .75) = 20,625 SF B OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF S-1 OCCUPANCY: Aa = 27,000 SF + (9,000 SF x .75) = 33,750 SF

MIXED OCCUPANCY FACTOR: 5,406 SF/20,625 SF = .26

313 SF/33,750 SF = .01

130 SF/33,750 SF = .00

TOTAL = .27 = LESS THAN 1

ACTUAL FLOOR AREA: 1ST FLOOR: 6,632 GSF

OCCUPANCY CALCS: 1ST FLOOR:

A-1 OCCUPANCY (FIXED SEATING): = 95

A-1 OCCUPANCY (MOVEABLE CHAIRS): 1,428 SF/7 = 204

B OCCUPANCY: 313 SF/150 = 2.09

S-1 OCCUPANCY: 130 SF/300 = .43

STAGE OCCUPANCY: 894 SF/15 = 59.6

TOTAL FLOOR OCCUPANCY: 361.12 = 362

EXITS :

(EXITING WIDTH) 362 * .15 = 54.3"

REQUIRED EGRESS CORRIDOR WIDTH: 54.3"

ACTUAL EGRESS CORRIDOR WIDTH: 4'-11" (NARROWEST POINT)

(STAIR WIDTH) 362 * .20 = 72.4"

(2) STAIRS PROVIDED : (1) @ 50" WIDTH

NOTE: EXITING FROM THE 1ST FLOOR IS PROVIDED DIRECTLY TO

THE EXTERIOR AT (5) LOCATIONS - (3) @ 72" WIDTH AND (2) AT 42" WIDTH

LEGEND

EGRESS

EGRESS

NOTES

GROUP S-2 OCCUPANCY - STORAGE

GROUP B OCCUPANCY - BUSINESS

GROUP A-3 OCCUPANCY - ASSEMBLY

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL

GROUP A-1 OCCUPANCY - ASSEMBLY

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

GROUP S-1 OCCUPANCY - STORAGE

6" CLAY TILE CONSTRUCTION WITH FINSH

ON ONE SIDE (UP TO 1 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (1) HOUR COMPLIANCE

6" CLAY TILE CONSTRUCTION WITH FINSH

BOTH SIDES (UP TO 2 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (2) HOUR COMPLIANCE

4" CLAY TILE CONSTRUCTION WITH FINSH

BOTH SIDES (UP TO 1 HOUR 34 MINUTES

FIRE RATING) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

12 1/2" CLAY TILE CONSTRUCTION WITH

BRICK AT EXTERIOR AND PLASTER AT

INTERIOR (UP TO 6 HOUR FIRE RATING) -

PENETRATIONS HAVE NOT BEEN VERIFIED

FOR (1) HOUR COMPLIANCE

2 x 4 WOOD STUD AT 16" OC WITH 5/8"

PLASTER ON METAL LATHE EACH SIDE- (1)

HOUR FIRE RATING - PENETRATIONS HAVE

NOT BEEN VERIFIED FOR (1) HOUR

COMPLIANCE

8" DOUBLE WYTHE BRICK CONSTRUCTION

WITH FINSH ON ONE SIDE (UP TO 6 HOUR

FIRE RATING) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

UTILITY

104D

A: 52 sq ft

HALL

104F

A: 43 sq ft

VESTIBULE

104E

A: 110 sq ft

STORAGE

104B

A: 58 sq ft

VESTIBULE

104A

A: 107 sq ft

STAGE

104C

A: 894 sq ft

RESTRM

101A

A: 71 sq ft

UTILITY

101B

A: 43 sq ft

OFFICE

A: 199 sq ft

LOBBY

A: 560 sq ft

RESTRM

A: 174 sq ft

RESTRM

A: 244 sq ft

AUDITORIUM

A: 3,630 sq ft

STAIR

STAIR

1ST FLOOR AREA

A: 6,632 sq ft

HALL

104G

A: 61 sq ft N

SCALE: 1/8" = 1'-0"2A 1st FLOOR - CODE STUDY PLAN 0 4' 8' 16'

B B

C C

D D

SHEET TITLE

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 3 V26.pln

DRAWN BY: #CAD Technician Full Name

G-006

DATE: 12/9/2022

/U se rs /ta du ke

/D oc um en ts /A rc hi ca d

Fi le s/ Fo rt Ly on B ld g

V

.p ln

CODE STUDY - 2ND FLOOR

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

Colorado Springs, CO 80906 719 648 7722 taduke@earthlink.net

McShea Consulting LLC 4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

Building 3 Fort Lyon, 81054

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/20/23 CODE REVIEW COMMENTS

4/13/23 ISSUED FOR STATE REVIEW

5/4/23 ISSUED FOR STATE REVIEW

6/7/23 ISSUED FOR STATE REVIEW

7/19/23 ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

8/23/23 ISSUED FOR CODE

CONSULTANT REVIEW

STATE PROJECT #2024-110M23

9/21/23 ISSUED FOR BIDS

204A

214 216

209A

208A

200A

E G

R E

S S

E G

R E

S S

EGRESS

EGRESS

EGRESS

LEGEND

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 3

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

BUILDING AREA: 16,916 GSF

CONSTRUCTION TYPE: TYPE VB, SPRINKLERED

ALLOWABLE HEIGHT: B OCCUPANCY: 60'

S-1 OCCUPANCY: 60'

ACTUAL HEIGHT: 54'-11" (AT NORTH ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: B OCCUPANCY: 3

S-…