Appendix H1 - BLDG 4 Bid Documents.pdf

MARK DATE DESCRIPTION

SHEET TITLE

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 4-life safety.pln

DRAWN BY: TAD

DATE: 20 MARCH 2023

G-001

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B

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Fi le s/ Fo rt Ly on B ld g

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COVER SHEET

Fort Lyon Life Safety Corrections -

Building 4

Building 4 Fort Lyon, 81054

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

Structural Engineering:

HCDA Engineering, Inc.

9 South Weber Colorado Springs, CO 80903

719 633 7784

MEP Engineering:

McShea Consulting LLC

4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

PROJECT NUMBER: 2021-035M21/HB 1408

3/31/23 ISSUED FOR CODE REVIEW

4/13/23 ISSUED FOR STATE REVIEW

4/21/23 CODE COMMENT REVISIONS

6/13/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

Fort Lyon Life Safety Corrections - Building 4

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 4-life safety.pln

DRAWN BY: TAD

DATE: 20 MARCH 2023

G-002

A

B

C

D

E

/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

4-lif e sa fe ty

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NOTES & ACM REPORT

Fort Lyon Life Safety Corrections -

Building 4

Building 4 Fort Lyon, 81054

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

Structural Engineering:

HCDA Engineering, Inc.

9 South Weber Colorado Springs, CO 80903

719 633 7784

MEP Engineering:

McShea Consulting LLC

4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

PROJECT NUMBER: 2021-035M21/HB 1408

3/31/23 ISSUED FOR CODE REVIEW

4/13/23 ISSUED FOR STATE REVIEW

4/21/23 CODE COMMENT REVISIONS

6/13/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

Asbestos Inspection Report Page 9

NOTES:_________________________________________________________________

Building 4

Approximately 11,752 sq. ft. of various colored/patterned ACM sheet vinyl floor coverings exist throughout various locations of the building, (see drawings for locations) (1-15% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor marks and wearing.

Approximately 20,708 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), (1-15% 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 5,200 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 3,200 l.f. of ACM Thermal Systems Pipe Insulation (TSI) 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

Asbestos Inspection Report Page 10 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-06505.01-69 Vibration damper – Sample acquired from Building 4 on the southeast corner of attic.

None Detected

B-06505.01-70 12X12 white & tan floor tile – Sample acquired from Building 4 adjacent to the south side elevator directly taken from the corner of the main hallway.

None Detected

B-06505.01-71 Gypsum board with joint compound – Sample acquired from Building 4 in the south hallway where it intersects with main hallway at the south west corner.

None Detected

B-06505.01-72 Felt backing with mastic – Sample acquired from Building 4, room 128 on floor.

None Detected

B-06505.01-73 Spray on fire proofing – Sample acquired from Building 4, room 100 4A taken from the middle of the pipe closet, room located between rooms #104 & #106.

None Detected

B-06505.01-74 Tar paper w/fibrous insulation – Sample acquired from Building 4 in boiler room 3A in basement, taken from the north east portion of the ceiling.

None Detected

B-06505.01-75 Ceiling masonite board – Sample acquired from Building 4 in room 2A in basement, taken directly in the center of the ceiling of room.

None Detected

B-06505.01-76 2’X4’ ceiling tile w/white pinhole pattern – Sample acquired from Building 4 in room 18A.

None Detected

B-06505.01-77 Gypsum board with joint compound with plastic covering – Sample acquired from room 17A in basement, taken at the south west corner of room 4ft up from floor.

None Detected

B-06505.01-78 Ceiling texture – Sample acquired from Building 4, located in basement, taken in pool area at the southeast portion of the ceiling of room.

None Detected

B-06505.01-79 Tan sheet vinyl w/square pattern – Sample acquired from Building 4, room 21A.

25% Chrysotile

B-06505.01-80 Wall plaster with texture – Sample acquired in Building 4 basement, located in rest room 15A, taken at the southwest wall, 4ft up from floor.

None Detected

B-06505.01-81 Black floor adhesive – Sample acquired from Building 4 from threshold of library 8A.

5% Chrysotile

See GHP report 06505.06-Building 4 Partial Abatement.

Abatement Project included Building 4 Mechanical Room (Room #3A). Abatement Contractor (AC) erected a “gross removal” enclosure that encompassed/abated the two tanks present, (approximately 620 sq. ft. ACM TSI), erected several negative pressure secondary containments, and used “glove bag” removal procedures to abate all remaining ACM TSI from all pipes and pipe fittings, (approximately 260 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:_________________________________________________________________

GOBBELL HAYES ACM REPORT GOBBELL HAYES ACM REPORT

GENERAL NOTES

PROJECT: BUILDING 4 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

TOTAL BUILDING AREA: 52,117 GSF

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

DIAGONAL @ BASEMENT = 254'

DISTANCE BETWEEN EXITS = 142'

DIAGONAL @ 1ST FLOOR = 254'

DISTANCE BETWEEN EXITS = 142'

DIAGONAL @ 2ND FLOOR = 254'

DISTANCE BETWEEN EXITS = 142'

CODE NOTES

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. NOT USED

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.

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.

DRAWING LISTING

ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 NOTES

G-003 BASEMENT CODE STUDY PLAN

G-004 1ST FLOOR CODE STUDY PLAN

G-005 2ND FLOOR CODE STUDY PLAN

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-401 ENLARGED PLANS

A-501 ACCESSORY SPEC SHEETS AND SIGNAGE DETAILS

A-502 DETAILS AND SPEC SHEETS

A-503 SMOKE DETECTOR AND FIRE ANNUNCIATOR SPECS

A-504 FIRE SPRINKLER SYSTEM DEFICIENCIES ABD EDF SPEC

A-505 FIRE STOP DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-604 DOOR SCHEDULE

A-605 DOOR SCHEDULE

A-606 DOOR SCHEDULE

A-607 DOOR SCHEDULE

A-608 DOOR SCHEDULE

A-701 BASEMENT FINISH PLAN

A-702 1ST FLOOR FINISH PLAN

A-703 2ND FLOOR FINISH PLAN

A-704 FINISH SPECS AND LEGEND

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

STRUCTURAL DRAWINGS:

S101 GENERAL NOTES AND DETAILS

C. ALL PLUMBING FIXTURES, CONT'D

3. ALL NEW RESTROOM FIXTURES, CONT'D

C. STANDARD LAVATORY

D. ADA LAVATORY

E. TOILET PARTITIONS/URINAL SCREEN

F. STANDARD URINAL

G. ADA URINAL

H. SHOWER UNIT

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

SUBMITTAL REQUIREMENTS

GENERAL NOTES GENERAL NOTES GENERAL NOTES PARTITION TYPES

Partition Type 13: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; (1) layer of 5/8" Sheetrock Brand Mold Tough Firecode X Panel at Restroom/wet side and 5/8" type X gyp board at opposite side. Total wall thickness = 5 1/4";

install 3 1/2" batt insulation from floor to top of wall

Partition Type 14: 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"; 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 underside of structure; provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at both sides. Install 3 1/2" batt insulation from floor to top of wall. Total wall thickness = 5 1/4"

Partition Type 16: 2 1/2" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to height of adjacent wall or opening; provide 5/8" type X gyp board at exposed side. 2 1/2" batt Insulation; Total wall thickness = 3 1/8"

Partition Type 12: 4" 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 and

(1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. 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 17: 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 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

Partition Type 18: 2 1/2" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to height of adjacent wall; (1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. 2 1/2" batt Insulation;

Total wall thickness = 3 1/8"

Partition Type 19: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide (1) layer of 5/8" Sheetrock Brand Mold Tough Firecode X Panel at exposed side. Total wall thickness = 4 5/8"; install 3 1/2" batt insulation from floor to top of wall

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: 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 3: 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 5: 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" (1) hour rated - UL Des U419

Partition Type 6: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to top of opening or underside of structure; provide 5/8" type X gyp board at one side and 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall.

(1) hour rated - UL Des 419

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

20) @ 24" O.C. from floor to height of opening or adjacent wall; provide 5/8" type X gyp board at exposed side. Total wall thickness = 4 5/8"

7 Partition Type 7: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to height of adjacent wall;

provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at exposed side. 3 1/2" batt Insulation; Total wall thickness = 4 5/8"

Partition Type 8: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to height of adjacent wall or opening; provide (1) layer 5/8" type X gyp board at each side; Total wall thickness = 5 1/4"

Partition Type 9: 4" CT metal stud (Clark Dietrich 400CT-33) @ 24" O.C. from floor to structure above;

provide (2) layers 1/2" type X gyp board at exposed side and (1) layer of 1" shaftliner panels at shaft side. 3 1/2" batt Insulation; Total wall thickness = 6". (2) Hour rated - UL Des U438

Partition Type 10: 4" metal stud (Clark Dietrich ProStud

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

provide (2) layers 5/8" type X gyp board at each side. 3 1/2" batt Insulation; Total wall thickness = 6 1/2"

(2) hour rated - UL Des U438

PARTITION TYPES

Partition Type 11: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" Sheetrock Brand Mold Tough Firecode X Panel at each side Total wall thickness = 5 1/4"

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

Partition Type 20: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to underside of ceiling; provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at both sides. Install 3 1/2" batt insulation from floor to top of wall. Total wall thickness = 5 1/4"

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 NOTES

B. ALL ELECTRCAL ITEMS INCLUDING, CONT'D:

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

SUBMITTAL REQUIREMENTS SUBMITTAL REQUIREMENTS

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 AND COMPLY WITH ALL STATE AND LOCAL

REQUIREMENTS.

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: #Project Code

MODEL FILE:

Fort Lyon Bldg 4-life safety.pln

DRAWN BY: TAD

DATE: 20 MARCH 2023

G-003

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OCCUPANCY/PLUMBING

CALCULATIONS

Fort Lyon Life Safety Corrections -

Building 4

Building 4 Fort Lyon, 81054

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

Structural Engineering:

HCDA Engineering, Inc.

9 South Weber Colorado Springs, CO 80903

719 633 7784

MEP Engineering:

McShea Consulting LLC

4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

PROJECT NUMBER: 2021-035M21/HB 1408

3/31/23 ISSUED FOR CODE REVIEW

4/13/23 ISSUED FOR STATE REVIEW

4/21/23 CODE COMMENT REVISIONS

6/13/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

TOTAL NUMBER OF SLEEPING UNITS WITH RESTROOMS: 22

TOTAL NUMBER OF RESTROOM FIXTURES NOT ACCESSIBLE

THRU OFFICES OR RESIDENT ROOMS:

TOTAL FLOOR AREA = 17,351 GSF

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-3 OCCUPANCY: 1,513 NSF/15 NSF = 100.87 OCCUPANTS

100.87 OCCUPANTS / 2 = 50.435 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (READING ROOMS) MINIMUM REQUIRED FIXTURES:

50.435 OCCUPANT LOAD/125 OCCUPANTS PER WC = .403 MALE

50.435 OCCUPANT LOAD/65 OCCUPANTS PER WC = .776 FEMALE

50.435 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.252 MALE

50.435 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.252 FEMALE

B OCCUPANCY: 711 GSF/150 GSF = 4.74 OCCUPANTS

4.74 OCCUPANTS / 2 = 2.37 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:

2.37 OCCUPANT LOAD/25 OCCUPANTS PER WC = .095 MALE

2.37 OCCUPANT LOAD/25 OCCUPANTS PER WC = .095 FEMALE

2.37 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .059 MALE

2.37 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .059 FEMALE

I-1 OCCUPANCY: 10,228 GSF/120 GSF = 85.23 OCCUPANTS

BUILDING 4 HAS WOMEN ONLY IN RESIDENT AREAS

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

FEMALE WC LAVS

1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

85.23 OCCUPANT LOAD/10 OCCUPANTS PER WC = 8.523 FEMALE

85.23 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 8.523 FEMALE

U OCCUPANCY: 260 GSF/300 GSF = .867 OCCUPANTS

.867 OCCUPANTS / 2 = .434 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:

.434 OCCUPANT LOAD/100 OCCUPANTS PER WC = .004 MALE

.434 OCCUPANT LOAD/100 OCCUPANTS PER WC = .004 FEMALE

.434 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .004 MALE

.434 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .004 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

BUILDING 4 HAS WOMEN ONLY IN RESIDENT AREAS

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY.

THE ACTUAL I-1 OCCUPANCY IS LIMITED BY THE NUMBER OF

RESIDENT ROOMS TO APPROXIMATELY 48 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .403 B .095 I-1 0 U .004

TOTAL: .502 = 1 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 .776 B .095 I-1 8.523 U .004

TOTAL: 9.398 = 10 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .252 B .059 I-1 0 U .004

TOTAL: .315 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 .252 B .059 I-1 8.523 U .004

TOTAL: 8.838 = 9 LAVS

WC'S PROVIDED (PUBLIC)

WOMEN: 3

MEN: 1 (+ 1 URINAL)

UNISEX: 1

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 14

MEN: 0

UNISEX: 1

LAV'S PROVIDED (PUBLIC):

WOMEN: 3

MEN: 1

UNISEX: 1

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 14

MEN: 0

UNISEX: 1

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 82.9

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

83/8 = 11 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 18

PLUMBING CALCULATIONS PLUMBING CALCULATIONS PLUMBING CALCULATIONS

TOTAL NUMBER OF SLEEPING UNITS WITH RESTROOMS: 22

TOTAL NUMBER OF RESTROOM FIXTURES NOT ACCESSIBLE

THRU OFFICES OR RESIDENT ROOMS:

TOTAL FLOOR AREA = 17,351 GSF

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

A-3 OCCUPANCY: 1,481 NSF/15 NSF = 98.73 OCCUPANTS

98.73 OCCUPANTS / 2 = 49.365 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (READING ROOMS) MINIMUM REQUIRED FIXTURES:

49.365 OCCUPANT LOAD/125 OCCUPANTS PER WC = .395 MALE

49.365 OCCUPANT LOAD/65 OCCUPANTS PER WC = .759 FEMALE

49.365 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.247 MALE

49.365 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.247 FEMALE

B OCCUPANCY: 650 GSF/150 GSF = 4.33 OCCUPANTS

4.33 OCCUPANTS / 2 = 2.165 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:

2.165 OCCUPANT LOAD/25 OCCUPANTS PER WC = .087 MALE

2.165 OCCUPANT LOAD/25 OCCUPANTS PER WC = .087 FEMALE

2.165 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .054 MALE

2.165 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .054 FEMALE

I-1 OCCUPANCY: 10.081GSF/120 GSF = 84.008 OCCUPANTS

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

FEMALE WC LAVS

1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

84.008 OCCUPANT LOAD/10 OCCUPANTS PER WC = 8.4 FEMALE

84.008 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 8.4 FEMALE

U OCCUPANCY: 152 GSF/300 GSF = .507 OCCUPANTS

.867 OCCUPANTS / 2 = .507 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:

.254 OCCUPANT LOAD/100 OCCUPANTS PER WC = .003 MALE

.254 OCCUPANT LOAD/100 OCCUPANTS PER WC = .003 FEMALE

.254 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .003 MALE

.254 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .003 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

BUILDING 4 HAS WOMEN ONLY IN RESIDENT AREAS

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY.

THE ACTUAL I-1 OCCUPANCY IS LIMITED BY THE NUMBER OF

RESIDENT ROOMS TO APPROXIMATELY 48 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .395 B .087 I-1 0 U .003

TOTAL: .485 = 1 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 .759 B .087 I-1 8.400 U .003

TOTAL: 9.246 = 10 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .247 B .054 I-1 0 U .003

TOTAL: .304 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 .247 B .054 I-1 8.400 U .003

TOTAL: 8.704 = 9 LAVS

WC'S PROVIDED (PUBLIC)

WOMEN: 1

MEN: 1 + 1 URINAL

UNISEX: 1

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 16

MEN: 0

UNISEX: 1

LAV'S PROVIDED (PUBLIC):

WOMEN: 1

MEN: 1

UNISEX: 1

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 16

MEN: 0

UNISEX: 1

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 84.008

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

85/8 = 10.625 = 11 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 14

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

BASEMENT:

A-3 LIBRARY (READING ROOMS) OCCUPANCY:

810 NSF/50 GSF = 16.2 OCCUPANTS

16.2 OCCUPANTS / 2 = 8.1 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

1/125 1/65 1/200

A-3 (READING ROOMS) MINIMUM REQUIRED FIXTURES:

8.1 OCCUPANT LOAD/125 OCCUPANTS PER WC = .065 MALE

8.1 OCCUPANT LOAD/65 OCCUPANTS PER WC = .125 FEMALE

8.1 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.040 MALE

8.1 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.040 FEMALE

A-3 LIBRARY (STACK AREA) OCCUPANCY:

1,530 GSF/100 NSF = 15.3 OCCUPANTS

15.3 OCCUPANTS / 2 = 7.65 OCCUPANT LOAD PER SEX

A-3 LIBRARY(STACK AREA) MINIMUM REQUIRED FIXTURES:

7.65 OCCUPANT LOAD/125 OCCUPANTS PER WC = .061 MALE

7.65 OCCUPANT LOAD/65 OCCUPANTS PER WC = .118 FEMALE

7.65 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .038 MALE

7.65 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .038 FEMALE

B OCCUPANCY: 819 GSF/150 GSF = 5.46 OCCUPANTS

5.46 OCCUPANTS / 2 = 2.73 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:

2.73 OCCUPANT LOAD/25 OCCUPANTS PER WC = .109 MALE

2.73 OCCUPANT LOAD/25 OCCUPANTS PER WC = .109 FEMALE

2.73 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .068 MALE

2.73 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .068 FEMALE

B OCCUPANCY SHOP/VOCATIONAL AREAS):

3,379 GSF/50 GSF = 67.58 OCCUPANTS

67.58 OCCUPANTS / 2 = 33.79 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:

33.79 OCCUPANT LOAD/25 OCCUPANTS PER WC = 1.352 MALE

33.79 OCCUPANT LOAD/25 OCCUPANTS PER WC = 1.352 FEMALE

33.79 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .845 MALE

33.79 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .845 FEMALE

S-1 OCCUPANCY: 1,641 GSF/300 GSF = 5.47 OCCUPANTS

U OCCUPANCY: 1,650 GSF/300 GSF = 5.50 OCCUPANTS

(5.47 OCCUPANTS + 5.50 OCCUPANTS) / 2 = 5.485 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:

5.485 OCCUPANT LOAD/100 OCCUPANTS PER WC = .055 MALE

5.485 OCCUPANT LOAD/100 OCCUPANTS PER WC = .055 FEMALE

5.485 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .055 MALE

5.485 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .055 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 (LIBRARY READING RMS) .065

A-3 (LIBRARY STACK AREA) .061

B .109

B (SHOP/VOCATIONAL) 1.352

S-1/U .055

TOTAL: 1.642 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 (LIBRARY READING RMS) .125

A-3 (LIBRARY STACK AREA) .118

B .109

B (SHOP/VOCATIONAL) 1.352

S-1/U .055

TOTAL: 1.759 = 2 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 (LIBRARY READING RMS) .040

A-3 (LIBRARY STACK AREA) .038

B .068

B (SHOP/VOCATIONAL) .845

S-1/U .055

TOTAL: 1.046 = 2 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 (LIBRARY READING RMS) .040

A-3 (LIBRARY STACK AREA) .038

B .068

B (SHOP/VOCATIONAL) .845

S-1/U .055

TOTAL: 1.046 = 2 LAV

WC'S PROVIDED

WOMEN: 3

MEN: 1 + 1 URINAL

UNISEX: 2

LAV'S PROVIDED

WOMEN: 1

MEN: 1

UNISEX" 2

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY

TOTAL FLOOR AREA = 17,351 GSF

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 4-life safety.pln

DRAWN BY: TAD

DATE: 20 MARCH 2023

G-004

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BASEMENT CODE STUDY

PLAN

Fort Lyon Life Safety Corrections -

Building 4

Building 4 Fort Lyon, 81054

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

Structural Engineering:

HCDA Engineering, Inc.

9 South Weber Colorado Springs, CO 80903

719 633 7784

MEP Engineering:

McShea Consulting LLC

4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

PROJECT NUMBER: 2021-035M21/HB 1408

3/31/23 ISSUED FOR CODE REVIEW

4/13/23 ISSUED FOR STATE REVIEW

4/21/23 CODE COMMENT REVISIONS

6/13/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

ELEVATORELEVATOR

D-008C

D-008A D-008B

D-007 D-006

D-005

D-002D-003

D-004

D-001

D-020D-021

D-019B

D-019

D-019C

D-019E

D-019D

D-020A

D-008E

D-000-SS D-013

D-016A

D-016 D-000-NS

D-018E

D-017 D-018

D-019G

D-021AD-022

D-001A

D-023

D-008F

D-008

D-CH-001 D-CH-002

D-019F

D-018D

D-018A

D-000SH

D-000CH

D-018B

D-010

D-009

D-012

D-013A

D-014 D-015A D-015

D-019A

D-008D

E G

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EGRESSEGRESSEGRESS

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27'-8" = DISTANCE OF

COMMON PATH

33'-5" = DISTANCE OF

COMMON PATH

RESTRM

018A

A: 58 sq ft

STOR

018B

A: 41 sq ft

ARTS AND CRAFTS

A: 1,352 sq ft

STOR

018D

A: 126 sq ft

CHASE

018E

A: 23 sq ft

STOR

A: 204 sq ft

STORAGE

A: 170 sq ft

ARTS AND CRAFTS

019A

A: 1,402 sq ft

UTILITY

019B

A: 94 sq ft

STORAGE

019E

A: 70 sq ft

MECHANICAL

019G

A: 568 sq ft

ARTS AND CRAFTS

A: 438 sq ft

ARTS AND CRAFTS

A: 266 sq ft

STORAGE

A: 169 sq ft

UTILITY

A: 155 sq ft

STORAGE

016A

A: 91 sq ft

RESTRM

015A

A: 149 sq ft

ARTS AND CRAFTS

A: 218 sq ft

RESTRM

A: 150 sq ft

MACHINE RM

A: 143 sq ft

STORAGE

A: 277 sq ft

BOILER RM

A: 710 sq ft

STORAGE

A: 70 sq ft

LOBBY

A: 335 sq ft

MACHINE RM

A: 141 sq ft

RESTRM

A: 75 sq ft

UTILITY

A: 88 sq ft

LIBRARY

A: 1,533 sq ft

WORKRM

008A

A: 688 sq ft

STORAGE

008B

A: 132 sq ft

LIBRARY

008D

A: 203 sq ft

COMPUTER LAB

008C

A: 154 sq ft

PEER STATIONS

008E

A: 721 sq ft

OFFICE

A: 131 sq ft

ARTS AND CRAFTS

A: 611 sq ft

STAIR

000-NS

A: 207 sq ft

STAIR

000-SS

A: 208 sq ft

CENTER HALL

000-CH

A: 2,091 sq ft

SOUTH HALL

000-SH

A: 776 sq ft

CHASE

019D

A: 14 sq ft

STOR

013A

A: 74 sq ft

STORAGE

A: 158 sq ft

STORAGE

A: 316 sq ft

N

SCALE: 1/8" = 1'-0"A1 BASEMENT CODE STUDY PLAN

0 4' 8' 16'

GROUP S-2 OCCUPANCY - LOW

HAZARD STORAGE

GROUP B OCCUPANCY - BUSINESS

GROUP I-1 OCCUPANCY - INSTITUTIONAL;

CONDITION 1

GROUP A-3 OCCUPANCY - ASSEMBLY

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

SHOWN AS (1) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

DOCUMENTS) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (1) HOUR COMPLIANCE

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

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

GROUP A-1 OCCUPANCY - ASSEMBLY

(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

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

NUMBER OF SLEEPING UNITS: 0

NUMBER OF ADA SLEEPING UNITS: 0

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS -

BUILDING 4

STATE PROJECT

NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: BASEMENT - 17,415 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-3 OCCUPANCY: 75'

B OCCUPANCY: 75'

S-2 OCCUPANCY: 75'

ACTUAL HEIGHT: 49'-9" (AT EAST ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-3 OCCUPANCY: 3

(ABOVE GRADE) B OCCUPANCY: 4

S-2 OCCUPANCY: 4

ACTUAL STORIES: 2 STORIES ABOVE GRADE ( PLUS ATTIC);

1 STORY BELOW GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-3 OCCUPANCY: 28,500 SF

B OCCUPANCY: 69,000 SF

S-2 OCCUPANCY: 78,000 SF

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

30' OR GREATER OPEN SPACE = .50

ALLOWABLE AREA THIS STORY:

A-3 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-2 OCCUPANCY: Aa = 78,000 SF + (26,000 SF x .5) = 91,000 SF

MIXED OCCUPANCY FACTOR: 6,894 SF/33,250 SF = .21

131 SF/80,500 SF = .00

1,641 SF/91,000 SF = .02

TOTAL = .23 = LESS THAN 1

ACTUAL BUILDING AREA: 52,117 GSF

OCCUPANCY CALCS: BASEMENT:

A-3 LIBRARY

READING RMS: 810 SF/50 = 16.2

A-3 LIBRARY

STACK AREA: 1,533 SF/100 = 15.33

B OCCUPANCY: 819 SF/150 = 5.46

B OCCUPANCY

SHOP/VOCATIONAL AREA: 3,379 SF/50 = 67.58

S-1 OCCUPANCY: 1,641 SF/300 = 5.47

MECH/ELECT RM.

OCCUPANCY: 1,650 SF/300 = 5.50

TOTAL FLOOR OCCUPANCY: 115.54 =

EXITS :

(EXITING WIDTH) 116 * .15 = 17.40"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 9'-0"

(STAIR WIDTH) 116 * .20 = 23.2"

(2) STAIRS PROVIDED : (2) @ 53" WIDTH EACH

GROUP B OCCUPANCY - ADULT VOCATIONAL

AND SHOP AREAS

LEGEND

OCCUPANCY CALCULATIONS

LEVEL 2 ALTERATIONS: Level 2 alterations include the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment, and shall apply where the work area is equal to or less than 50 percent of the building area.

801.3 System Installations

Requirements related to work area are not applicable where the Level 2 alterations are limited solely to one or more of the following:

1 Mechanical systems, electrical systems, fire protection systems and abatement of hazardous materials.

accessibility of a facility.

1203.6 Stairway Enclosure

In buildings of three stories or less, exit enclosure construction shall limit the spread of smoke by the use of tight-fitting doors and solid elements. Such elements are not required to have a fire-resistance rating.

1203.7 One-Hour Fire-Resistant Assemblies

Where 1-hour fire-resistance-rated construction is required by these provisions, it need not be provided, regardless of construction or occupancy, where the existing wall and ceiling finish is wood or metal lath and plaster.

IEBC COMMENTS

SHOWN AS (2) HR RATED CONSTRUCTION

ON PREVIOUS CONSTRUCTION

DOCUMENTS) - PENETRATIONS HAVE NOT

BEEN VERIFIED FOR (2) HOUR COMPLIANCE

1. ROOM 018 DOES NOT HAVE THE REQUIRED ADA CLEARANCES

AT THE ENTRY DOOR. THESE ROOMS WILL BE MODIFIED EXTENSIVELY,

AND ADA REQUIREMENTS WILL BE INCORPORATED DURING THE

TRAUMA INFORMED DESIGN PHASE. FOR THIS REASON, THE ENTRY

DOOR HAS NOT BEEN REVISED AT THESE LOCATIONS.

NOTES

CONSULTANTS

PROJECT NO: #Project Code

MODEL FILE:

Fort Lyon Bldg 4-life safety.pln

DRAWN BY: TAD

DATE: 20 MARCH 2023

G-005

A

B

C

D

E

/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

4-lif e sa fe ty

.p ln

1ST FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections -

Building 4

Building 4 Fort Lyon, 81054

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

Structural Engineering:

HCDA Engineering, Inc.

9 South Weber Colorado Springs, CO 80903

719 633 7784

MEP Engineering:

McShea Consulting LLC

4445 Northpark Dr., Suite 200 Colorado Springs, CO 80907

719 358 8208

PROJECT NUMBER: 2021-035M21/HB 1408

3/31/23 ISSUED FOR CODE REVIEW

4/13/23 ISSUED FOR STATE REVIEW

4/21/23 CODE COMMENT REVISIONS

6/13/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

DOWN

DOWN

DOWN

DOWN

X

X

XXX

DOWN

D-124 D-125

D-125A

D-124C

D-124A

D-121

D-SH-002

D-118

D-120

D-116

D-115

D-113

D-114

D-108 D-107

D-109D-110

D-109A

D-110A

D-112

D-119

D-119B

D-119A

D-121A D-121C

D-125C

D-100-SS

D-103A

D-106A

D-103B

D-101A

D-128A

D-128 D-128A

D-129 D-130 D-131

D-100-CH1

D-133

D-138

D-140A

D-139

D-140 D-100-NS

D-157

D-159A

D-159AD-159

D-161A

D-160D-161 D-158

D-152

D-147

D-148

D-149

D-150

D-120

D-146

D-145B

D-152A

D-153

D-NH-002

D-143A

D-143B

D-143B

D-141A

D-142B

D-142 D-143

D-100-CC

D-155

D-100-CC-A

D-117

D-100-CW1

D-100A-NSD-100A-SS

D-151

D-SH-001

D-127 D-130A

D-137

D-145A

D-145B

D-145C

D-122A

D-122

D-122B

D-122C

D-121B

D-111

D-106

D-105

D-103C D-103

D-156

D-154

D-145

D-142A

D-136

D-132

D-132A

D-NH-001

D-126D-123

D-123A D-126A

D-101

D-102

D-104

D-144D-141

NOTE: THE DISTANCE FROM THE EXIT TO THE END

OF THE HALL EXCEEDS 50' . THIS CONDITION DOES

NOT MEET CURRENT CODE REQUIREMENTS. IT IS

ANTICIPATED THAT THIS WILL BE ADDRESSED

DURING THE TRAUMA INFORMED DESIGN PROJECT;

DURING PAST RENOVATIONS, THE DEAD END

CORRIDOR HAS BEEN ADDRESSED WITH A RATED

CROSS DOOR/WALL, LIMITING THE DISTANCE TO UNDER 50'.

NOTE: THE DISTANCE FROM THE EXIT TO THE END

OF THE HALL EXCEEDS 50' . THIS CONDITION DOES

NOT MEET CURRENT CODE REQUIREMENTS. IT IS

ANTICIPATED THAT THIS WILL BE ADDRESSED

DURING THE TRAUMA INFORMED DESIGN PROJECT;

DURING PAST RENOVATIONS, THE DEAD END

CORRIDOR HAS BEEN ADDRESSED WITH A RATED

CROSS DOOR/WALL, LIMITING THE DISTANCE TO UNDER 50'.

NOTE: THE DISTANCE FROM THE EXIT TO THE END

OF THE HALL EXCEEDS 50' . THIS CONDITION DOES

NOT MEET CURRENT CODE REQUIREMENTS. IT IS

ANTICIPATED THAT THIS WILL BE ADDRESSED

DURING THE TRAUMA INFORMED DESIGN PROJECT;

DURING PAST RENOVATIONS, THE DEAD END

CORRIDOR HAS BEEN ADDRESSED WITH A RATED

CROSS DOOR/WALL, LIMITING THE DISTANCE TO UNDER 50'.

NOTE: THE DISTANCE FROM THE EXIT TO THE END

OF THE HALL EXCEEDS 50' . THIS CONDITION DOES

NOT MEET CURRENT CODE REQUIREMENTS. IT IS

ANTICIPATED THAT THIS WILL BE ADDRESSED

DURING THE TRAUMA INFORMED DESIGN PROJECT;

DURING PAST RENOVATIONS, THE DEAD END

CORRIDOR HAS BEEN ADDRESSED WITH A RATED

CROSS DOOR/WALL, LIMITING THE DISTANCE TO UNDER 50'.

E G

R E

S S

EGRESSEGRESS

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

E G

R E

S S

27'-6" =

DISTANCE OF

COMMON PATH

'-2

D

IS

TA

N C

E O

F C

O M

M O

N P

AT

H

'-1

0"

D

IS

TA

N

C E

O F

C O

M M

O N

P

AT

H

STOR

A: 117 sq ft

ADA BEDRM

A: 216 sq ft

UTILITY

A: 47 sq ft

STOR

A: 60 sq ft

STOR

A: 39 sq ft

DAY RM

A: 513 sq ft

BEDRM

A: 230 sq ft

RESTRM

A: 71 sq ft

BEDRM

A: 236 sq ft

HALL

100-CW

A: 99 sq ft

DAY RM

A: 515 sq ft

RESTRM

A: 287 sq ft

ADA BEDRM

123A

A: 165 sq ft

RESTRM

124A

A: 75 sq ft

BEDRM

A: 261 sq ft BEDRM

A: 261 sq ft

RESTRM

125A

A: 75 sq ft

ADA BEDRM

126A

A: 171 sq ft OFFICE

A: 235 sq ft

ADA RESTRM

A: 74 sq ft

ADA RESTRM

A: 79 sq ft

STAIR

100-SS

A: 191 sq ft

STAIR

100-NS

A: 181 sq ft

UTILITY

A: 96 sq ft

RESTRM

A: 71 sq ft

RESTRM

A: 115 sq ft

RESTRM

A: 86 sq ft

RESTRM

A: 110 sq ft

RESTRM

143A

A: 83 sq ft

ADA RESTRM

145A

A: 86 sq ft

RESTRM

A: 84 sq ft

RESTRM

152A

A: 65 sq ft

RESTRM

A: 72 sq ft

RESTRM

A: 78 sq ft

RESTRM

A: 39 sq ft

RESTRM

140A

A: 68 sq ft

RESTRM

142A

A: 73 sq ft

BEDRM

A: 117 sq ft

STOR

A: 27 sq ft

CHASE

103B

A: 25 sq ft

STORAGE

103A

A: 37 sq ft

DAY ROOM

A: 827 sq ft

CHASE

A: 31 sq ft

STOR

106A

A: 11 sq ftBEDRM

A: 207 sq ft

BEDRM

A: 266 sq ft

BEDRM

A: 268 sq ft

BEDRM

A: 227 sq ft

ADA BEDRM

A: 223 sq ft

CHASE

145B

A: 56 sq ft

STOR

A: 13 sq ft

STOR

151A

A: 23 sq ft

BEDRM

A: 211 sq ft

CHASE

A: 8 sq ft

BEDRM

A: 183 sq ft

UTILITY

A: 68 sq ft

STOR

156A

A: 16 sq ft

CHASE

A: 17 sq ft

HALL

100-NH

A: 964 sq ft

CHASE

159A

A: 7 sq ft

HALL

100-CC

A: 1,491 sq ft

OFFICE

A: 96 sq ft

LAUNDRY

A: 86 sq ft

HALL

100-CE

A: 261 sq ft

BEDRM

A: 235 sq ft

CHASE

109A

A: 15 sq ft

BEDRM

110A

A: 154 sq ft

CHASE

A: 17 sq ft

STOR

A: 17 sq ft

UTILITY

A: 49 sq ft

STOR

A: 65 sq ft

STOR

A: 52 sq ft

STOR

A: 69 sq ft

STOR

117A

A: 20 sq ft

BEDRM

A: 201 sq ft

CHASE

119A

A: 15 sq ft

BEDRM

A: 172 sq ft

RESTRM

121A

A: 66 sq ft

CHASE

121B

A: 14 sq ft

BEDRM

A: 207 sq ft

CHASE

122B

A: 22 sq ft

HALL

100-SH

A: 974 sq ft

CHASE

122A

A: 40 sq ft

BEDRM

A: 184 sq ft

CHASE

128A

A: 28 sq ft

BEDRM

A: 152 sq ft

BREAK RM

A: 53 sq ft

OFFICE

A: 171 sq ft

CHASE

A: 29 sq ft

BEDRM

A: 190 sq ft

BEDRM

A: 242 sq ft

CHASE

143B

A: 9 sq ft

VESTIBULE

A: 68 sq ft

CHASE

122C

A: 15 sq ft

CHASE

141A

A: 8 sq ft

VESTIBULE

127A

A: 53 sq ft

STOR

A: 8 sq ft

CHASE

161A

A: 17 sq ft

CHASE

103C

A: 14 sq ft

STOR

130A

A: 13 sq ft

N

SCALE: 1/8" = 1'-0"A1 1st FLOOR CODE STUDY PLAN 0 4' 8' 16'

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS -

BUILDING 4

STATE PROJECT

NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 1ST FLOOR - 17,351 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-3 OCCUPANCY: 75'

B OCCUPANCY: 75'

I-1 OCCUPANCY: 75'

S-2 OCCUPANCY: 75'

ACTUAL HEIGHT: 46' (AT WEST ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-3 OCCUPANCY: 3

B OCCUPANCY: 4

I-1 OCCUPANCY: 3

S-2 OCCUPANCY: 4

ACTUAL STORIES: 4 STORIES ABOVE GRADE ( PLUS ATTIC);

1 STORY BELOW GRADE

ALLOWABLE FLOOR AREA

PER TABLE 506.2: A-3 OCCUPANCY: 28,500 SF

B OCCUPANCY: 69,000 SF

I-1 OCCUPANCY: 30,000 SF

S-2 OCCUPANCY: 78,000 SF

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

30' OR GREATER OPEN SPACE = .50

ALLOWABLE AREA THIS STORY:

A-3 OCCUPANCY: Aa = 28,500 SF + (9,500 SF X .5) = 33,250 SF B OCCUPANCY: Aa = 69,000…