Appendix H3 - BLDG 6 Bid Documents.pdf

MARK DATE DESCRIPTION

SHEET TITLE

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

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12/9/2022

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Cover Sheet

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

Fort Lyon Life Safety Corrections - Building 6

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

G-002

12/9/2022

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Project Notes

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

GENERAL NOTES

PROJECT: BUILDING 6 CODE CORRECTIONS

FORT LYON, CO

APPLICABLE CODES:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2017 ICC A117.1

DESIGN CRITERIA:

32" FROST DEPTH

100 PSF FLOOR/STAIR LIVE LOAD

20 PSF ROOF LIVE LOAD

30 PSF SNOW LOAD

100 MPH WIND LOAD; EXPOSURE C

WALL INSULATION - R19

ROOF INSULATION - R38

ZONING: NOT APPLICABLE

SEISMIC ZONE: B

SCOPE OF WORK:

MODIFICATIONS TO HARDWARE AND RESTROOMS

TOTAL BUILDING AREA: 30,472 SF

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

DIAGONAL @ BASEMENT = 154'

DISTANCE TO EXITS = 209'

DIAGONAL @ 1ST FLOOR = 154'

DISTANCE TO EXIT = 158'

DIAGONAL @ 2ND FLOOR = 147'

DISTANCE TO EXIT = 144'

CONSTRUCTION TYPE: NON CONFORMING TYPE IIB (SPRINKLERED)

NOTE: ALL NEW INTERIOR CONSTRUCTION WILL

MEET OR EXCEED FIRE RESISTIVE MATERIALS

REQUIRED BY TYPE IIB CONSTRUCTION

INTERIOR FINISH FIRE RATING:

OCCUPANCY EXIT ENCLOSURES CORRIDORS INTERIOR ROOMS

A-3 B B C B B B C I-1 B C 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

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 SHLL 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, BIT 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

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 GYPSIUM 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. ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 PROJECT NOTES

G-003 PLUMBING CALCULATIONS

G-004 BASEMENT CODE STUDY PLAN

G-005 1ST FLOOR CODE STUDY PLAN

G-006 2ND FLOOR CODE STUDY PLAN

AS-001 VICINITY MAP

AS-002 BUILDING LOCATION PLAN

AS-003 SURVEY/PLAT PLAN

A-101 1ST FLOOR DEMO PLAN

A-102 2ND FLOOR DEMO PLAN

A-103 3RD FLOOR DEMO PLAN

A-104 1ST FLOOR PLAN

A-105 2ND FLOOR PLAN

A-106 3RD FLOOR PLAN

A-107 3RD FLOOR POTENTIAL FURNITURE PLAN

A-108 1ST FLOOR REFLECTED CEILING DEMO PLAN

A-109 2ND FLOOR REFLECTED CEILING DEMO PLAN

A-110 3RD FLOOR REFLECTED CEILING DEMO PLAN

A-111 1ST FLOOR REFLECTED CEILING PLAN

A-112 2ND FLOOR REFLECTED CEILING PLAN

A-113 3RD FLOOR REFLECTED CEILING PLAN

A-201 INTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS

A-401 ENLARGED PLANS & ELEVATIONS

A-501 SPECS/DETAILS

A-502 SPECS/DETAILS

A-503 SPECS

A-504 PHOTOS

A-505 PHOTOS AND ADA SIGN MOUNTING

A-506 SPRINKLER SYSTEM DEFICIENCIES & EDF SPEC

A-507 FIRE STOP DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-604 DOOR SCHEDULE

A-701 1ST FLOOR FINISH PLAN

A-702 2ND FLOOR FINISH PLAN

A-703 3RD FLOOR FINISH PLAN

A-704 FINISH SPECS/LEGEND

A-705 FINISH SPECS

A-706 FINISH SPECS

GENERAL NOTES

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, BIT 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.

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

GENERAL NOTES

PLUMBING FIIXTURES, CONT'D

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

4. GREASE INTERCEPTOR

D. ALL 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

SUBMITTAL REQUIREMENTS

Partition Type 1: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at both sides. Total wall thickness = 4 7/8" (1) hour rated - UL Des U419 Partition Type 2: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to top of opening with 5/8" type X gyp board at hall side and 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at restroom side. Total wall thickness = 4 7/8"; Provide batt insulation from floor to top of wall.

Partition Type 3: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; with 5/8" type X gyp board at each side. Total wall thickness = 4 7/8". (1) hour rated - UL Des U419

Partition Type 4: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (2) layers of 5/8" type X gyp board at both sides. Total wall thickness = 6 1/8"; install 3 1/2" batt insulation from floor to top of wall; (2) hour rated - UL Des U419

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

6 NOT USED

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

Partition Type 11: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at one side. Provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at restroom side; Total wall thickness = 4 7/8"; (1) hour rated - UL Des U419

Partition Type 12: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; Provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at exposed side; Total wall thickness = 4 1/4"

Partition Type 13: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (1) layer of 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 restrm side; Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall. exceeds (1) hour rated - UL Des U419

Partition Type 14: 6" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (1) layer of 5/8" type X gyp board at hall side and (1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at restrm side. Total wall thickness = 7 1/4"; install 5 1/2" batt insulation from floor to top of wall. (1) hour rated - UL Des U419

Partition Type 16: 6" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (1) layer of 5/8" type X gyp board at each side. Total wall thickness = 7 1/4"; install 5 1/2" batt insulation from floor to top of wall. (1) hour rated - UL Des U419

Partition Type 2: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at both sides. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall; (1) hour rated - UL Des U419

Partition Type 15: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to top of opening or adjacent wall; provide 5/8" type X gyp board at both sides. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 17: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at both sides. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall; (1) hour rated - UL Des U419

MEP DRAWINGS:

M0.1 MECHANICAL NOTE SHEET

M1.1 2ND FLOOR MECHANICAL PLAN

P0.1 PLUMBING NOTES & SCHEDULES

P1.1 BASEMENT FLOOR PLUMBING PLAN

P1.2 FIRST FLOOR PLUMBING PLAN

P1.3 SECOND FLOOR PLUMBING PLAN

E0.1 ELECTRICAL NOTE SHEET

E1.1 BASEMENT ELECTRICAL PLAN

E2.1 1ST FLOOR ELECTRICAL PLAN

E3.1 2ND FLOOR ELECTRICAL PLAN

DRAWING LISTING

NOT USED

NOT USED

SUBMITTAL REQUIREMENTS

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 ASSSEMBLY DO NOT REQUIRE A T RATING PER

SECTION 714.5.1.2 EXCEPTION 2

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

G-003

12/9/2022

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OCCUPANCY/PLUMBING

CALCULATIONS & ACM

REPORT

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

Asbestos Inspection Report Page 15 obscured by carpet (was possible in three separate areas) in the First Floor Clinic. Rooms affected by this work, were 109, 111 (a-c and halls), 114, 117, 119, 119a, 120,121, 125, 126, and west end of east/west halls. AC also removed all floor coverings, (carpets, sheet vinyl flooring, floor tiles, and all flooring adhesives) in Building Five’s South Wing, 3rd Floor Special Medical Needs Unit, (approximately 5,900 sq. ft.). Rooms/corridors affected by this work, included all 3rd floor space located south of the elevator lobby.

See GHP report 06505.27-Building 5 Partial Abatement (2nd Floor Inmate Housing and Medical Area). This abatement project was done by HWT during the time of August 27th, 2009 through October 3rd, 2009. Abatement Project included Building 5, 2nd Floor Inmate Housing Unit and Medical Area; Abatement Contractor (AC) removed all floor tiles, floor tile adhesives, and cove base throughout the 2nd Floor of Building 5 (approximately 6,600 sq. ft. of floor surface).

NOTES:_________________________________________________________________

Building 6

Approximately 1,200 sq. ft. of various colored/patterned ACM sheet vinyl floor coverings exist throughout various locations of the building, (see drawings for locations), (25% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor marks and wearing.

Approximately 10,250 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), (see drawings for locations), (5-30% 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 3,000 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

Asbestos Inspection Report Page 16 licensed General Abatement Contractor prior to renovation or if the material becomes damaged.

Approximately 22,000 sq. ft. of ACM wall plaster exists throughout the facility, (see drawings for locations), (Trace % Chrysotile). The material was in good condition at the time of this inspection. This material remains regulated by the EPA and State of Colorado until determined otherwise by point count analysis. 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. If the material is determined to be less than 1% asbestos by point count at a later time. The material shall be managed by properly trained (OSHA training) personnel.

Approximately 2,500 sq. ft. of gypsum board with asbestos containing joint compounds exists throughout the building, (see drawings for locations), (1% 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 2,000 l.f. of ACM Thermal Systems Pipe Insulation exists throughout the building and basement/crawlspace, (see drawings for locations), (8-70% 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. The material in the crawlspace exhibited significant damage including dislodged material. The crawlspace soils are considered contaminated. Damaged material should be repaired immediately.

Sample Number Material and Location Asbestos Content B-06505.01-62 Brown marbled 12”X 12” floor tile - Sample acquired from Building

6 from dining room at north side stairwell door threshold at east side.

5% Chrysotile in tile

B-06505.01-63 Tan colored 12”X12” floor tile – Sample acquired from Building 6 in dining room at north side stairwell door threshold at east side.

None Detected

B-06505.01-64 Plaster with lathe – Sample acquired from Building 6 walls above ceiling grid at west wall, 3ft down from deck, 12ft in from north wall.

Trace Chrysotile

B-06505.01-65 Acoustic tile – Sample acquired from Building 6 above grid adjacent to room 223 on second floor in middle of hallway.

None Detected

B-06505.01-66 Fibrous flooring material–Sample acquired from Building 6 from room 223, 2ft in from wall under tile.

None Detected

B-06505.01-67 Gypsum board with joint compounds – Sample acquired from Building 6 across from 228 4ft up from floor on the southwest corner of wall.

None Detected

Asbestos Inspection Report Page 17

B-06505.01-68 Hard pack mudded material – Sample acquired from Building 6 over chicken wire that is insulating a hot water exchange in mechanical room in basement, room 10A at north wall.

None Detected

B-06505.01-130 Fireproofing material – Sample acquired from Building 6, taken from inside fire door of room 214 at closet door knob.

None Detected

B-06505.01-575 White insulating panels - Sample acquired from Building 6, east side of level above kitchen fan room, adjacent to elevator equipment room.

None Detected

See GHP report 06505.06- Building 6 Partial Abatement (Mechanical Room).

Abate Building 6 Mechanical Room (Room #10). Abatement Contractor (AC) abated all ACM TSI from all pipes and pipe fittings, (approximately 750 l.f. of 4”-12” OD TSI).

AC also removed/disposed of loose LCP where this condition existed within their immediate work areas and were impacted by asbestos abatement activities.

NOTES:_________________________________________________________________

Building 7

Approximately 600 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), (5% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor breakage and wearing.

Floor tiles 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 1,800 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 14,000 sq. ft. of ACM wall plaster exists throughout the facility, (see drawings for locations), (Trace % Chrysotile). The material was in good condition at the time of this inspection. This material remains regulated by the EPA and State of Colorado until determined otherwise by point count analysis. This material should be

GOBBELL HAYES ACM REPORT GOBBELL HAYES ACM REPORT

GOBBELL HAYES ACM REPORT

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-2 (KITCHEN) OCCUPANCY: 2,237 NSF/200 NSF = 11.19 OCCUPANTS

11.19 OCCUPANTS / 2 = 5.60 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (ASSUME RESTAURANT,

BANQUET HALLS AND FOOD COURTS):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/75 1/75 1/200

A-2 (KITCHEN) MINIMUM REQUIRED FIXTURES:

5.60 OCCUPANT LOAD/75 OCCUPANTS PER WC = .075 MALE

5.60 OCCUPANT LOAD/75 OCCUPANTS PER WC = .075 FEMALE

5.60 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .028 MALE

5.60 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .028 FEMALE

S-1 OCCUPANCY: 3,573 SF/300 = 11.91 OCCUPANTS

11.91 OCCUPANTS / 2 = 5.96 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE/UTILITY OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

S-1 MINIMUM REQUIRED FIXTURES:

5.96 OCCUPANT LOAD/100 OCCUPANTS PER WC = .060 MALE

5.96 OCCUPANT LOAD/100 OCCUPANTS PER WC = .060 FEMALE

5.96 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .060 MALE

5.96 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .060 FEMALE

S-2 OCCUPANCY: 2,083 GSF/300 GSF = 6.94 OCCUPANTS

U OCCUPANCY: 1,073 GSF/300 GSF = 3.58 OCCUPANTS

(6.94 OCCUPANTS + 3.58 OCCUPANTS) / 2 = 5.26 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-2/U MINIMUM REQUIRED FIXTURES:

5.26 OCCUPANT LOAD/100 OCCUPANTS PER WC = .053 MALE

5.26 OCCUPANT LOAD/100 OCCUPANTS PER WC = .053 FEMALE

5.26 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .053 MALE

5.26 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .053 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-2 .075 S-1 .060 S-2/U .053

TOTAL: .188 = 1 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-2 .075 S-1 .060 S-2/U .053

TOTAL: .188 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-2 .028 S-1 .060 S-2/U .053

TOTAL: .141 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-2 .028 S-1 .060 S-2/U .053

TOTAL: .141 = 1 LAV

WC'S PROVIDED

WOMEN: 2

MEN: 1 + 1 URINAL

UNISEX: 1

LAV'S PROVIDED

WOMEN: 1

MEN: 1

UNISEX" 1

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

A-2 (KITCHEN) OCCUPANCY: 4,184 GSF/200 GSF = 20.92 OCCUPANTS

20.92 OCCUPANTS / 2 = 10.46 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (ASSUME KITCHENS,

RESTAURANT, BANQUET HALLS AND FOOD COURTS):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/75 1/75 1/200

A-2 (KITCHEN) MINIMUM REQUIRED FIXTURES:

10.46 OCCUPANT LOAD/75 OCCUPANTS PER WC = .140 MALE

10.46 OCCUPANT LOAD/75 OCCUPANTS PER WC = .140 FEMALE

10.46 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .052 MALE

10.46 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .052 FEMALE

A-2 (DINING) OCCUPANCY: 3,832 NSF/15 NSF = 255.47 OCCUPANTS

255.47 OCCUPANTS / 2 = 127.74 OCCUPANT LOAD PER SEX

A-2 (KITCHEN) MINIMUM REQUIRED FIXTURES:

127.74 OCCUPANT LOAD/75 OCCUPANTS PER WC = 1.70 MALE

127.74 OCCUPANT LOAD/75 OCCUPANTS PER WC = 1.70 FEMALE

127.74 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .64 MALE

127.74 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .64 FEMALE

B OCCUPANCY: 549 GSF/150 GSF = 3.66 OCCUPANTS

3.66 OCCUPANTS / 2 = 1.83 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:

1.83 OCCUPANT LOAD/25 OCCUPANTS PER WC = .07 MALE

1.83 OCCUPANT LOAD/25 OCCUPANTS PER WC = .07 FEMALE

1.83 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .06 MALE

1.83 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .06 FEMALE

S-2 OCCUPANCY: 148 GSF/300 GSF = .49 OCCUPANTS

U OCCUPANCY: 197 GSF/300 GSF = .66 OCCUPANTS

(.49 OCCUPANTS + .66 OCCUPANTS) / 2 = .56 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-2/U MINIMUM REQUIRED FIXTURES:

.56 OCCUPANT LOAD/100 OCCUPANTS PER WC = .01 MALE

.56 OCCUPANT LOAD/100 OCCUPANTS PER WC = .01 FEMALE

.56 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .01 MALE

.56 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .01 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-2 (KITCHEN) .140

A-2 (DINING) 1.700

B .070 S-2/U .010

TOTAL: 1.92 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-2 (KITCHEN) .140

A-2 (DINING) 1.700

B .070 S-2/U .010

TOTAL: 1.92 = 2 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-2 (KITCHEN) .052

A-2 (DINING) .640

B .060 S-2/U .010

TOTAL: .762 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-2 (KITCHEN) .052

A-2 (DINING) .640

B .060 S-2/U .010

TOTAL: .762 = 1 LAV

WC'S PROVIDED

WOMEN: 0

MEN: 0

UNISEX: 1

LAV'S PROVIDED

WOMEN: 0

MEN: 0

UNISEX" 1

NOTE:

WC'S PROVIDED - MEN AND WOMEN RESTROOMS ARE PROVIDED IN

BUILDING 5, 1ST FLOOR VIA THE CONNECTING CORRIDOR; 155' AWAY, AS

WELL AS ON THE 3RD FLOOR

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

PLUMBING CALCULATIONS PLUMBING CALCULATIONS PLUMBING CALCULATIONS

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

3RD FLOOR:

B OCCUPANCY: 1,925 GSF/150 GSF = 12.83 OCCUPANTS

12.83 OCCUPANTS / 2 = 6.42 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:

6.42 OCCUPANT LOAD/25 OCCUPANTS PER WC = .26 MALE

6.42 OCCUPANT LOAD/25 OCCUPANTS PER WC = .26 FEMALE

6.42 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .16 MALE

6.42 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .16 FEMALE

B OCCUPANCY (A-2 CLASSROOM): 3,972 NSF/ 15 NSF = 264.8 OCCUPANTS

264.8 OCCUPANTS / 2 = 132.4 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS ASSEMBLY OCCUPANCY (ASSUME

LECTURE HALLS):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

B OCCUPANCY (A-2 CLASSROOM) MINIMUM REQUIRED FIXTURES:

132.4 OCCUPANT LOAD/125 OCCUPANTS PER WC = 1.06 MALE

132.4 OCCUPANT LOAD/65 OCCUPANTS PER WC = 2.04 FEMALE

132.4OCCUPANT LOAD/200 OCCUPANTS PER LAV = .662 MALE

132.4 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .662 MALE

S-1 OCCUPANCY: 319 GSF/300 GSF = 1.06 OCCUPANTS

U OCCUPANCY: 65 GSF/300 GSF = .22 OCCUPANTS

(1.06 OCCUPANTS + .22 OCCUPANTS) / 2 = 1.28 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:

1.28 OCCUPANT LOAD/100 OCCUPANTS PER WC = .013 MALE

1.28 OCCUPANT LOAD/100 OCCUPANTS PER WC = .013 FEMALE

1.28 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .013 MALE

1.28 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .013 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

B (A-2 CLASSROOM) 1.06

S-1/U .013

TOTAL: 1.333 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .26

B (A-2 CLASSROOM) 2.04

S-1/U .013

TOTAL: 2.313 = 3 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

B .16

B (A-2 CLASSROOM) .662

S-1/U .013

TOTAL: 1.333 = 2 WC

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .16

B (A-2 CLASSROOM) .662

S-1/U .013

TOTAL: 1.333 = 2 WC

WC'S PROVIDED

WOMEN: 3

MEN: 2 + 1 URINAL

LAV'S PROVIDED

WOMEN: 2

MEN: 2

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

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 DISPOSED OF ACCORDING

TO REGULATIONS DEFINED BY THE STATE OF COLORADO

5. ALL 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

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

G-004

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

Fi na l f in al

L S v er si on

4.

pl n

1ST FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

117B

117C

117A

119A

109B 109A

108A

108B

107 106 105

107A

104A

101B

121A

102B

102A

101AB

123A

101AA

122A 122B

104B

101A

119C

128A 128B

119B

EGRESS

E G

R E

S S

EGRESS

EGRESS

E G

R E

S S

EGRESS

E G

R E

S S

E G

R E

S S

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

EGRESS

Restroom

A: 117 sq ft

Storage

A: 1,056 sq ft

Storage 119A

A: 94 sq ft

Kitchen

A: 234 sq ft

Cooler 117B

A: 172 sq ft

Freezer 117C

A: 209 sq ft Kitchen

117A A: 451 sq ft

Kitchen

A: 269 sq ft

Storage

A: 26 sq ft

Storage

A: 126 sq ft

Cooler

A: 136 sq ft

Mechanical

A: 627 sq ft

Storage

A: 274 sq ft

Cooler

A: 272 sq ft Cooler

A: 176 sq ft

Cooler

A: 199 sq ft

Freezer 107A

A: 493 sq ft

Restroom 102B

A: 88 sq ft

Laundry

A: 88 sq ft

Chase 102A

A: 35 sq ft

Corridor

A: 258 sq ft

Restroom

A: 151 sq ft

Utility

A: 40 sq ft

Storage

A: 222 sq ft

Lobby

A: 287 sq ft

Comm

A: 50 sq ft

Stairwell 101A

A: 248 sq ft

Storage 123A

A: 92 sq ft

Storage

A: 579 sq ft

Storage

A: 357 sq ft

Stairwell 119B

A: 231 sq ft

Utility 104A

A: 71 sq ft

Corridor

A: 521 sq ft

Receiving

A: 182 sq ft

Mechanical

A: 105 sq ft

Corridor

A: 822 sq ft

Corridor 118A

A: 141 sq ft

Corridor

A: 628 sq ft

LOBBY

A: 55 sq ft

FLOOR AREA

A: 10,735 sq ft

N

SCALE: 1/8" = 1'-0"1 1st Floor Code Study Plan 0 4' 8' 16'

COMMENTS FROM THE 2021 EXISTING BUILDING CODE:

LEVEL 2 ALTERATIONS:

EXISTING BUILDING CODE COMMENTS

GROUP S-2 OCCUPANCY - LOW

HAZARD STORAGE

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 6

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 1ST FLOOR - 10,735 GSF

CCONSTRUCTION TYPE: NON CONFORMING TYPE IIB (SPRINKLERED)

NOTE: ALL NEW INTERIOR CONSTRUCTION WILL MEET OR EXCEED

FIRE RESISTIVE MATERIALS REQUIRED BY TYPE IIB CONSTRUCTION

ALLOWABLE HEIGHT: A-2 OCCUPANCY: 75'

S-1 OCCUPANCY: 75'

S-2 OCCUPANCY: 75'

ACTUAL HEIGHT: 52'-9" (AT EAST ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-2 OCCUPANCY: 4

(ABOVE GRADE) S-1 OCCUPANCY: 3

S-2 OCCUPANCY: 4

ACTUAL STORIES: 3 STORIES ABOVE GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-2 OCCUPANCY: 28,500 SF

S-1 OCCUPANCY: 52,500 SF

S-2 OCCUPANCY: 78,000 SF

FRONTAGE INCREASE: 50-57% OF BUILDING PERIMETER AND

30' OR GREATER OPEN SPACE = .50

ALLOWABLE AREA THIS STORY: A-2 OCCUPANCY: Aa = 28,500 SF + (9,500 SF X .5) = 33,250 SF S-1 OCCUPANCY: Aa = 52,500 SF + (17,500 SF X .5) = 61,250 SF S-2 OCCUPANCY: Aa = 78,000 SF + (26,000 SF X .5) = 91,000 SF

MIXED OCCUPANCY FACTOR: 2,199 SF/ 33,250 SF = .07

1,763 SF/ 61,250 SF = .03

9,190 SF/ 91,000 SF = .10

TOTAL = .20 = LESS THAN 1

ACTUAL BUILDING AREA: 30,472 GSF

OCCUPANCY CALCS: 1ST FLOOR:

A-2 (KITCHEN) OCCUPANCY: 2,237 SF/200 = 11.19

S-1 OCCUPANCY: 3,573 SF/300 = 11.91

S-2 PCCUPANCY: 2,083 SF/300 = 6.94

UTILITY RM. OCCUPANCY: 1,073 SF/300 = 3.58

TOTAL FLOOR OCCUPANCY: 33.62 = 34

EXITING CALCS : 1ST FLOOR:

(EXIT CORIDOR WIDTH) 34 * .15 = 5.1"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 5'-9" (MINIMUM CORRDIOR WIDTH)

REQUIRED EXIT STAIR WIDTH: 34 * .20 = 6.8" -

ACTUAL EXIT STAIR WIDTH ((3RD FLOOR) + (2ND FLOOR) + 34) * .20 = "

(2) STAIRS PROVIDED : (1) @ 60" WIDTH AND @ (1) @ 48" WIDTH

GROUP A-2 OCCUPANCY - ASSEMBLY/

KITCHEN

CODE NOTES

LEGEND

6" CLAY TILE CONSTRUCTION WITH FINSH

ON ONE SIDE (UP TO 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

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

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

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

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

SHOWN AS (2) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

DOCUMENTS) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (2) HOUR COMPLIANCE

SHOWN AS (1) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

DOCUMENTS) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

G-005

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

Fi na l f in al

L S v er si on

4.

pl n

2ND FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

201A

217A

210A

205A

205D

205D-A

202A

206A

201B

205C

E G

R E

S S

EGRESS

E G

R E

S S

EGRESS

EGRESS

E G

R E

S S

E G

R E

S S

EGRESS

EGRESS

E G

R E

S S

Dining

A: 1,895 sq ft

Lobby

A: 204 sq ft

Dining

A: 1,937 sq ft

Serving

A: 334 sq ft

Stairwell

A: 354 sq ft

Kitchen

A: 3,142 sq ft

Prep

A: 244 sq ft

Chase 202A

A: 36 sq ft

Cooler

A: 88 sq ft

Cooler

A: 60 sq ft

Stair 205D

A: 94 sq ft

Utility 205C

A: 42 sq ft

Corridor

A: 62 sq ft

Restroom 205A

A: 109 sq ft

Cooler

A: 204 sq ft

Office

A: 408 sq ft

Utility

A: 40 sq ft

Utility

A: 42 sq ft

Serving

A: 293 sq ft

Warewashing

A: 660 sq ft

Office

A: 141 sq ft

Utility

A: 52 sq ft

Comm

A: 47 sq ft

Comm 215A

A: 16 sq ft

FLOOR AREA

A: 10,710 sq ft

STAIR

A: 232 sq ft

N

SCALE: 1/8" = 1'-0"1 2nd Floor Code Study Plan 0 4' 8' 16'

COMMENTS FROM THE 2021 EXISTING BUILDING CODE:

LEVEL 2 ALTERATIONS:

EXISTING BUILDING CODE COMMENTS

CODE NOTES

LEGEND

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 5

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 2ND FLOOR -10,710 GSF

CONSTRUCTION TYPE: NON CONFORMING TYPE IIB (SPRINKLERED)

NOTE: ALL NEW INTERIOR CONSTRUCTION WILL MEET OR EXCEED

FIRE RESISTIVE MATERIALS REQUIRED BY TYPE IIB CONSTRUCTION

ALLOWABLE HEIGHT: A-2 OCCUPANCY: 75'

B OCCUPANCY: 75'

S-1 OCCUPANCY: 75'

S-2 OCCUPANCY: 75'

ACTUAL HEIGHT: 52'-9" (AT EAST ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-2 OCCUPANCY: 3

(ABOVE GRADE) B OCCUPANCY: 4

S-1 OCCUPANCY: 3

S-2 OCCUPANCY: 4

ACTUAL STORIES: 3 STORIES ABOVE GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-2 OCCUPANCY: 28,500 SF

B OCCUPANCY: 69,000 SF

S-1 OCCUPANCY: 52,500 SF

S-2 OCCUPANCY: 78,000 SF

FRONTAGE INCREASE: 50-75% OF BUILDING PERIMETER AND

30' OR GREATER OPEN SPACE = .50

ALLOWABLE AREA THIS STORY: A-2 OCCUPANCY: Aa = 28,500 SF + (9,500 SF X .5) = 33,250 SF B OCCUPANCY: Aa = 69,000 SF + (23,000 SF X .5) = 80,500 SF S-1 OCCUPANCY: Aa = 52,500 SF + (17,500 SF X .5) = 61,250 SF S-2 OCCUPANCY: Aa = 78,000 SF + (26,000 SF X .5) = 91,000 SF

MIXED OCCUPANCY FACTOR: 2,199 SF/ 33,250 SF = .07

549 SF/ 80,500 SF = .01

1,763 SF/ 61,250 SF = .03

9,190 SF/ 91,000 SF = .10

TOTAL = .21 = LESS THAN 1

ACTUAL BUILDING AREA: 30,472 GSF

OCCUPANCY CALCS: 2ND FLOOR:

A-2 OCCUPANCY (KITCHEN): 4,184 SF/200 = 20.92

A-2 OCCUPANCY (DINING): 3,832 SF/15 = 255.46

B OCCUPANCY: 549 SF/150 = 3.66

S-2 OCCUPANCY: 148 SF/300 = .49

UTILITY RM. OCCUPANCY: 197 SF/300 = .66

TOTAL FLOOR OCCUPANCY: 281.19 = 282

NOTE: THE TOTAL NUMBER OF RESIDENTS IS CONTRACTUALLY LIMITED TO 245 AT THIS TIME

EXITING CALCS : 2ND FLOOR:

(EXITING WIDTH) 282 * .15 = 42.3"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 5'-0" (AT NARROWEST POINT)

(STAIR WIDTH) 2ND FLOOR: 282 * .20 = 56.4" -

( 42" (2ND FLOOR) + 46.20") = 88.2"

(2) STAIRS PROVIDED : (1) @ 60" WIDTH

(1) @ 48" WIDTH

GROUP B OCCUPANCY - BUSINESS

GROUP A-3 OCCUPANCY - ASSEMBLY

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

GROUP A-2 OCCUPANCY - ASSEMBLY/

KITCHEN

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

LEGEND

6" CLAY TILE CONSTRUCTION WITH FINSH

ON ONE SIDE (UP TO 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

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

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

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

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

SHOWN AS (2) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

DOCUMENTS) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (2) HOUR COMPLIANCE

SHOWN AS (1) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

CONSULTANTS

PROJECT NO: FORT LYON LS-6-2021

MODEL FILE:

Fort Lyon Bldg 6 Final final LS version 24.pln

DRAWN BY: TAD

ISSUE DATE:

G-006

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

Fi na l f in al

L S v er si on

4.

pl n

3RD FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections -

Building 6

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

12/9/22 ISSUED FOR PRICING AND

PERMIT

3/31/23 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/18/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

5/31/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

PROJECT NUMBER: 2021-035M21/HB 1408

10/3/23

ISSUED FOR PRICING

317A 316 317

315A

313 312

318B

318C

321A

322A

323A

324A

325A

305A

304B

329330

304A

318A

326A

326B

E G

R E

S S

E G

R E

S S

EGRESS

EGRESS

Restroom

A: 167 sq ft

Restroom

A: 192 sq ft

STAIR

A: 232 sq ft

CORRIDOR

A: 364 sq ft

Conference

A: 393 sq ft

Meeting

A: 173 sq ft

Training

A: 649 sq ft

Meeting

A: 182 sq ft

Meeting

A: 184 sq ft

Meeting

A: 184 sq ft

Meeting

A: 184 sq ft

Office

A: 181 sq ft

Training

A: 596 sq ft

Office

A: 118 sq ft

Conference

A: 315 sq ft

Stairwell

A: 198 sq ft

Meeting

A: 216 sq ft

Meeting

A: 334 sq ft

Storage 304A

A: 14 sq ft Office

A: 129 sq ft

STORAGE

305A

A: 13 sq ft

Utility

A: 12 sq ft

Office

A: 109 sq ft

Storage

A: 113 sq ft

Storage

A: 60 sq ft

Conference

A: 381 sq ft

Utility 315A

A: 53 sq ft

FLOOR AREA

A: 1,078 sq ft

FLOOR AREA

A: 7,949 sq ft

CORRIDOR

303A

A: 938 sq ft

CORRIDOR

303B

A: 200 sq ft

N

SCALE: 1/8" = 1'-0"1 3rd Floor Code Study Plan 0 4' 8' 16'

COMMENTS FROM THE 2021 EXISTING BUILDING CODE:

LEVEL 2 ALTERATIONS:

EXISTING BUILDING CODE COMMENTS

CODE NOTES

LEGEND

GROUP B OCCUPANCY - BUSINESS

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 5

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 3RD FLOOR -10,735 GSF

CONSTRUCTION TYPE: NON CONFORMING TYPE IIB (SPRINKLERED)

NOTE: ALL NEW INTERIOR CONSTRUCTION WILL MEET OR EXCEED

FIRE RESISTIVE MATERIALS REQUIRED BY TYPE IIB CONSTRUCTION

ALLOWABLE HEIGHT: B OCCUPANCY: 75'

A-3 OCCUPANCY: 75'

S-1 OCCUPANCY: 75'

ACTUAL HEIGHT: 52'-9" (AT EAST ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: B OCCUPANCY: 4

(ABOVE GRADE) S-1 OCCUPANCY: 3

ACTUAL STORIES: 3 STORIES ABOVE GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: B OCCUPANCY: 69,000 SF

S-1 OCCUPANCY: 52,500 SF

FRONTAGE INCREASE FACTOR: 50-75% OF BUILDING PERIMETER AND

30' OR GREATER OPEN SPACE = .50

ALLOWABLE AREA THIS STORY: B OCCUPANCY: Aa = 69,000 SF + (23,000 SF X .5) = 80,500 SF S-1 OCCUPANCY: Aa = 52,500 SF + (17,500 SF x .5) = 61,250 SF

MIXED OCCUPANCY FACTOR: N/A; S-1 OCCUPANCY IS ANCILLARY TO THE B OCCUPANCY

ACTUAL BUILDING AREA: 30,472 GSF

OCCUPANCY CALCS: 3RD FLOOR:

B OCCUPANCY: 1,925 SF/150 = 12.83

B OCCUPANCY (CLASSROOM ) 3,972 SF/15 = 264.8

S-1 OCCUPANCY: 319 SF/300 = 1.06

UTILITY RM. OCCUPANCY: 65 SF/300 = .22

TOTAL FLOOR OCCUPANCY: 278.91 = 279

NOTE: THE TOTAL NUMBER OF RESIDENTS IS CONTRACTUALLY LIMITED TO 245 AT THIS TIME

EXITING CALCS : 3RD FLOOR:

(EXITING WIDTH) 279 * .15 = 41.85"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 7'-4" (AT NARROWEST POINT)

(STAIR WIDTH) 3RD FLOOR: 157 * .20 = 55.8"

(2) STAIRS PROVIDED : (1) @ 60" WIDTH

(1) @ 48" WIDTH

GROUP B OCCUPANCY - RESIDENT

TRAINING/TEACHING

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

6" CLAY TILE CONSTRUCTION WITH FINSH

ON ONE SIDE (UP TO 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

12 1/2" CLAY TILE CONSTRUCTION WITH

BRICK AT…