Appendix H4 - BLDG 8 Bid Documents.pdf

MARK DATE DESCRIPTION

SHEET TITLE

CONSULTANTS

MODEL FILE:

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DRAWN BY: TAD

COPYRIGHT:

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COVER SHEET

Fort Lyon Life Safety Corrections - Building

DATE: OCTOBER 18, 2022

FORT LYON, CO

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

PROJECT NUMBER: 2021-035M21/HB 1408

4/13/23 ISSUED FOR STATE REVIEW

5/2/23 CODE REVIEW COMMENTS

6/14/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

10/3/23

ISSUED FOR PRICING

Fort Lyon Life Safety Corrections - Building 8

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 8 Final final LS version 24.pln

DRAWN BY: TAD

COPYRIGHT:

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NOTES & ACM REPORT

Fort Lyon Life Safety Corrections - Building

DATE: OCTOBER 18, 2022

FORT LYON, CO

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

PROJECT NUMBER: 2021-035M21/HB 1408

4/13/23 ISSUED FOR STATE REVIEW

5/2/23 CODE REVIEW COMMENTS

6/14/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

10/3/23

ISSUED FOR PRICING

Asbestos Inspection Report Page 19

B-06505.01-169 Gypsum board with joint compound - Sample acquired in Building 7 on the first floor above suspended ceiling between rooms 120 and 121.

None Detected

B-06505.01-170 Wall plaster - Sample acquired in Building 7 on first floor on the west side of room 121, four feet high between west windows.

None Detected

B-06505.01-171 Wall plaster - Sample acquired in Building 7 on first floor in room 113, between windows on east wall.

None Detected

B-06505.01-172 Wall plaster - Sample acquired in Building 7 on the second floor to the right side of door leading to attic.

None Detected

B-06505.01-173 Gypsum board with joint compound - Sample acquired in Building 7 on second floor in room225, on the southeast corner, four feet up from floor.

None Detected

B-06505.01-174 Ceiling plaster - Sample acquired in Building 7 on second floor in room 225 above suspended ceiling, southeast of window.

None Detected

B-06505.01-175 Ceiling plaster - Sampled acquired in Building 7 on second floor in room 225 above suspended ceiling, southwest of window.

None Detected

B-06505.01-176 Gypsum board with joint compound - Sample acquired in Building 7 on second floor in room 217, on the left hand side of door, four feet up from floor.

None Detected

NOTES:_________________________________________________________________

Building 8

Approximately 20,000 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 5,839 sq. ft. of various colored/patterned, 9” x 9” and 12” x 12” ACM floor tiles and associated adhesives exist throughout various location of the building, (see drawings for locations), (4-21% 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 &

Asbestos Inspection Report Page 21

B-06505.01-141 Wall plaster – Sample acquired from Building 8, room 05, located on the north wall above suspended ceiling.

Trace Chrysotile

B-06505.01-142 12”X12” white floor tile w/clear adhesive – Sample acquired from Building 8 in back of room #04, in middle of room.

7% Chrysotile

B-06505.01-143 Gypsum board joint compound – Sample acquired from Building 8, room 3-B, southeast corner in area 03.

None Detected

B-06505.01-144 Fiber board ceiling – Sample acquired from Building 8, room 21-B, north end of room.

None Detected

B-06505.01-145 Ceiling plaster – Sample acquired from Building 8, 1st floor, located above suspended ceiling, 10” north of room 120.

Trace Chrysotile

B-06505.01-146 Gypsum board with joint compound – Sample acquired from Building 8, 1st floor, located northwest upper corner of office station 107, outside near phone.

None Detected

B-06505.01-147 Gypsum board with joint compound – Sample acquired from Building 8, 1st floor, above suspended ceiling over doorway 155A.

None Detected

B-06505.01-148 12”X12” brown marble floor tile – Sample acquired from Building 8, 1st floor threshold of door 155B.

Trace Chrysotile in adhesive

B-06505.01-149 White 2’x2’ ceiling tile – Sample acquired from Building 8, 1st floor, above door 155A.

None Detected

B-06505.01-150 Gypsum board with joint compound – Sample acquired from Building 8, 1st floor, in room 248 in corner above suspended ceiling.

None Detected

B-06505.01-151 Wall plaster – Sample acquired from Building 8, 1st floor, southwest corner in room 240 above suspended ceiling.

Trace Chrysotile

B-06505.01-152 Wall plaster – Sample acquired from Building 8, 1st floor, in room 205, north column in middle of room above suspended ceiling.

Trace Chrysotile

B-06505.01-153 Air handler vibration cloth – Sample acquired from Building 8 in center of northeast wing of attic.

None Detected

B-06505.01-154 Wall plaster – Sample acquired from Building 8, 1st floor, in fire closet across from room 207 men’s room.

Trace Chrysotile

See GHP report 06505.06-Building 8 Partial Abatement (Mechanical Room).

Abatement Project included the abatement of Building 8 Mechanical Room (No Room #) in a “gross removal” enclosure that encompassed/abated the two tanks that were present, (approximately 625 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 225 l.f. of 4”-12” OD TSI). AC removed/disposed of loose LCP where this condition existed within their immediate work areas and impacted by asbestos abatement activities.

NOTES:_________________________________________________________________

Building 17

Asbestos Inspection Report Page 20

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 22,000 sq. ft. of ACM wall plaster exists throughout the building, (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 2,000 l.f. of ACM Thermal Systems Pipe Insulation exists throughout the building, (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-06505.01-131 Pipe insulation – Sample acquired from Building 8 in chill water pump room, northwest corner of room on large pipe.

None Detected

B-06505.01-132 Floor tile with brown specks – Sample acquired from Building 8, room 12, at the door entrance.

4% Chrysotile

B-06505.01-133 Gypsum board with joint compound – Sample acquired from Building 8, located in southeast corner, 4” up from floor in old kitchen.

None Detected

B-06505.01-134 Floor tile – Sample acquired from Building 8 in old kitchen B-A, located in the middle of floor in kitchen area.

15% Chrysotile in adhesive 6% in tile

B-06505.01-135 Base cove adhesive – Sample acquired from Building 8 basement area, southeast bottom corner inside wall.

None Detected

B-06505.01-136 Cork board ceiling insulation – Sample acquired from Building 8, room #08, above door

None Detected

B-06505.01-137 Ceiling plaster – Sample acquired from Building 8 above door, room #08 in hallway, above suspended ceiling.

Trace Chrysotile

B-06505.01-138 Felt paper – Sample acquired from Building 8, room 07, south wall under orange tile in middle of room.

None Detected

B-06505.01-139 Orange tile – Sample acquired from Building 8, room 7, located 4 ft north from the middle of south wall, taken from the floor.

None Detected

B-06505.01-140 Wood grain 12”x12” tile – Sample acquired from Building 8, located in the middle of east side of wall.

None Detected

GOBBELL HAYES ACM REPORT GOBBELL HAYES ACM REPORTGOBBELL HAYES ACM REPORT

GENERAL NOTES

PROJECT: BUILDING 8 LIFE SAFETY CORRECTIONS

FORT LYON, CO

APPLICABLE CODES:

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NATIONAL ELECTRIC CODE

2018 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: 49,507 SF

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

DIAGONAL @ BASEMENT = 242'

DISTANCE BETWEEN EXITS = 109'

DIAGONAL @ 1ST FLOOR = 242'

DISTANCE BETWEEN EXITS = 112'

DIAGONAL @ 2ND FLOOR = 242'

DISTANCE BETWEEN EXITS = 112'

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-2 B B C B B B C I-1 C 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

DOORS IN RATED CORRIDORS ARE A

CODE NOTES PARTITION TYPES

12. DURING AND AT THE COMPLETION OF THE CONTRACTORS

DAILY WORK, CONTRACTORS ARE RESPONSIBLE FOR THE

CLEANING UP AND REMOVAL OF ALL RUBBISH AND DEBRIS

BEFORE LEAVING THE JOBSITE.

13. THE FOLLOWING ARE STRICTLY PROHIBITED WORK AND

PRACTICES:

A. ANY COMBUSTIBLE MATERIALS ABOVE FINISHED

CEILING

B. IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR

PERMANANT, ON ANY PART OF THE BUILDING

STRUCTURE WITHOUT PRIOR WRITTEN APPROVAL

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

WITHOUT PROPER APPROVAL.

14. CONTRACTORS SHALL CARRY ADEQUATE LIABILITY INSURANCE

AS SET FORTH BY OWNER'S REQUIREMENTS.

15. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED UPON

COMPLETION OF ALL WORK AND FINAL INSPECTIONS. THE ORIGINAL

C.O. TO BE SUBMITTED TO OWNER

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

CONTRACTOR TO CONTACT ARCHITECT AND OWNER

FOR CLARIFICATION PRIOR TO PROCEEDING.

17. PROVIDE ALL INSURANCE, LICENSES, BONDING AND RELEASE

OF LIENS REQUIRED BY OWNER. PROVIDE COPIES

OF ALL DOCUMENTATION UPON REQUEST.

18. PROVIDE COMPLETE OPERATING MAINTENANCE AND

SPECIFICATION MANUALS TO STAGE FOR ALL EQUIPMENT WITHIN

(15) DAYS OF FINAL COMPLETION OF JOB.

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

OWNER INCLUDING NAMES, ADDRESSES, PHONE NUMBERS AND

CONTACT PERSONS FOR FUTURE SERVICE NEEDS WITHIN (15) DAYS

OF COMPLETION OF JOB.

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

DISPOSE OF ANY HAZARDOUS, FLAMMABLE, EXPLOSIVE,

RADIOACTIVE TOXIC, CONTAMINATING, POLLUTING MATERIALS

OR SUBSTANCES RELATED TO INJUROUS OR CHEMICALLY

REGULATED MATERIALS ON THE JOB SITE.

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

WHITE PRIMER INSTALLED AND TWO FINISH COATS.

22. GENERAL CONTRACTOR IS TO CONSTRUCT INTERIOR WALLS

FROM STEEL STUDS. GENERAL CONTRACTOR MUST USE FIRE

RETARDANT TREATED WOOD BLOCKING AT CRITICAL LOCATIONS

FOR THE MOUNTING OF MILLWORK, OR ACCESSORIES

23. ARCHITECTURAL SIGNAGE FOR TOILETS, EXITS, OTHER CODE

RELATED SIGNS NECESSARY SHALL BE FURNISHED AND INSTALLED

BY THE CONTRACTOR.

24. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION

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

25.GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS.

ANY DIMENSIONS SHOWN WHICH INDICATE AN EXISTING CONDITION

ARE APPROXIMATE AND SHOULD BE VERIFIED ON SITE.

26. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE

THE EXISTING CONDITIONS WHICH MAY AFFECT THE COMPLETION OF

THE PROJECT IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS. NOTIFY THE ARCHITECT IF EXISTING CONDITIONS VARY

SUCH THAT IMPLEMENTATION OF THE DOCUMENTS WILL ADVERSLY

AFFECT THE PROJECT COST OR PROJECT SCHEDULE.

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

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, 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.

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, 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.

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.

DRAWING LISTING

THE FOLLOWING MATERIALS REQUIRE SUBMITTALS PRIOR TO

PROCUREMENT OR INSTALLATION:

D. ALL RESTROOM SIGNAGE

E. EXHAUST FAN

F. ALL DOORS AND HARDWARE INCLUDING:

1. ALL NEW DOORS INCLUDING

A. HOLLOW METAL DOORS

B. SOLID CORE WOOD DOORS

2. LEVER LOCKSET

3. LEVER PRIVACY SET

4. LEVER PASSAGE SET

5. PANIC HARDWARE

6. AUTOMATIC CLOSER

7. HINGES

8. DOOR FRAME

G. PORTABLE FIRE EXTINGUISHER

THE FOLLOWING MATERIALS REQUIRE SUBMITTALS PRIOR TO

PROCUREMENT OR INSTALLATION:

A. ALL FINISH MATERIALS INCLUDING:

1. WALL FINISHES INCLUDING:

A. PRIMER PAINT

B. FINISH PAINT

C. CERAMIC WALL TILE

D. VINYL WALL COVERING

2. FLOOR COVERINGS INCLUDING

A. CERAMIC FLOOR TILE

B. CARPET

C. SHEET VINYL

D. VINYL TILE

3. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

B. ALL ELECTRCAL ITEMS INCLUDING:

1. 2 X 4 LIGHT FIXTURES

2. 1 X 4 LIGHT FIXTURES

3. EMERGENCY EXIT/LIGHT COMBO UNIT

4. CEILING MOUNTED FIRE ANNUNCIATOR

5. WALL MOUNTED FIRE ANNUNCIATOR

6. ILLUMINATED EXIT SIGNAGE

7. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

8. SMOKE DETECTOR

9. CEILING MOUNTED EXIT DIRECTIONAL SIGN

10. WALL MOUNTED EXIT DIRECTIONAL SIGN

11. WALL MOUNTED EMERGENCY LIGHT

C. ALL PLUMBING FIXTURES INCLUDING:

1. RESTROOM ACCESSORIES INCLUDING

A. MIRROR

B. GRAB BARS

C. TOILET TISSUE DISPENSER

D. TOILET SEAT COVER DISPENSER

E. BABY CHANGING STATION

F. SOAP DISPENSER

G. WASTE RECEPTACLE/PAPER TOWEL

DISPENSER

2. DRINKING FOUNTAINS

3. ALL NEW RESTROOM FIXTURES INCLUDING:

A. STANDARD TOILET

B. ADA TOILET

C. STANDARD LAVATORY

D. ADA LAVATORY

E. TOILET PARTITIONS/URINAL SCREEN

F. STANDARD URINAL

G. ADA URINAL

H. SHOWER UNIT

GENERAL NOTES GENERAL NOTES GENERAL NOTES SUBMITTAL REQUIREMENTS

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: 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. Infill wall is (1) hour rated assembly

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 adjacent wall; provide 5/8" type X gyp board at one side and 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard (UL type SGX) at Restroom side. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall

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: 6" 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 one side and 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 7 1/4"; install 5 1/2" batt insulation from floor to top of wall

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 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/EDF 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; (1) hour rated - UL Des U419

Partition Type 14: Chase Wall - (2) rows of 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside structure with (2) layers of 5/8" type X gyp board at each exposed side. Total wall thickness =8 1/2" miniumum; install 3 1/2" batt insulation from floor to top of wall. (2) hour rated - UL Des U493

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; 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 (UL Type SGX) 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: 4" 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 each side. Total wall thickness = 6 1/2"; install 3 1/2" batt insulation from floor to top of wall. (2) hour rated - UL Des U419

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 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"

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" type x gyp board at exposed side. Total wall thickness = 4 5/8"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 20: 6" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to top of opening or adjacent wall; provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 6 5/8"; install 5 1/2" batt insulation from floor to top of wall

Partition Type 21: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of opening or adjacent wall; 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom/Wet/EDF 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 22: 6" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to top of opening or adjacent wall; provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at each side. Total wall thickness = 7 1/4"; install 5 1/2" batt insulation from floor to top of wall

Partition Type 23: 4" CT metal stud (Clark Dietrich 400CT-33) @ 24" O.C. from floor to structure above;

provide (1) layer 1/2" type X gyp board plus (1) layer of 1/2" type X USG Durock Brand Glass-Mat Tile Backerboard 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

ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 NOTE SHEET

G-003 PLUMBING CLACULATIONS

G-004 BASEMENT LEVEL CODE STUDY PLAN

G-005 1ST FLOOR CODE STUDY PLAN

G-006 2ND FLOOR CODE STUDY PLAN

AS-001 VICINITY PLAN

AS-002 LOCATION PLAN

AS-003 SURVEY/PLAT MAP

A-101 BASEMENT DEMOLITION PLAN

A-102 1ST FLOOR DEMOLITION PLAN

A-103 2ND FLOOR DEMOLITION PLAN

A-104 BASEMENT FLOOR PLAN

A-105 1ST FLOOR PLAN

A-106 2ND FLOOR PLAN

A-107 BASEMENT RCP DEMO

A-108 1ST FLOOR RCP DEMO

A-109 2ND FLOOR RCP DEMO

A-110 BASEMENT REFLECTED CEILING PLAN

A-111 1ST FLOOR REFLECTED CEILING PLAN

A-112 2ND FLOOR REFLECTED CEILING PLAN

A-201 INTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS- RESTROOM & STAIR SIGNS

A-203 INTERIOR ELEVATIONS AT EDF'S

A-401 ENLARGED PLANS

A-501 ACCESSORIES

A-502 PHOTO SHEET

A-503 ACCESSORIES/SMOKE DETECTOR/FIRE ANNUNCIATOR

SPECS

A-504 FIRE SPRINKLER SYSTEM DEFICIENCIES & EDF SPEC

A-505 FIRESTOP 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-701 BASEMENT FINISH PLAN

A-702 1ST FLOOR FINISH PLAN

A-703 2ND FLOOR FINISH PLAN

A-704 5TH FLOOR FINISH PLAN

A-705 FINISH SPECS

MEP DRAWINGS

M0.1 MECHANICAL NOTES AND SCHEDULES

M1.1 BASEMENT MECHANICAL PLAN

M2.1 1ST FLOOR MECHANICAL PLAN

M3.1 2ND FLOOR MECHANICAL PLAN

P0.1 PLUMBING NOTES, SCHEDULES AND DETAILS

P1.1 BASEMENT PLUMBING PLAN

P2.1 1ST FLOOR PLUMBING PLAN

P3.1 2ND FLOOR PLUMBING PLAN

E0.1 ELECTRICAL NOTES

E0.2 ELECTRICAL ONE LINE & SCHEDULES

E1.1 BASEMENT ELECTRICAL PLAN

E2.1 1ST FLOOR ELECTRICAL PLAN

E3.1 2ND FLOOR ELECTRICAL PLAN

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

(1) hour rated - UL Des U419

ACM NOTES

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

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO: ASBESTOS,

ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB),

HYDROCARBONS OR ANY OTHER TOXIC SUBSTANCES. SHOULD THE

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

THE OWNER DISCOVER OR ENCOUNTER ANY HAZARDOUS

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

IMMEDIATELY AND PROCEED IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

2. ALL MATERIALS BEING REMOVED FROM THE SITE SHALL BE

TESTED FOR ACM PRIOR TO ANY DEMOLITION WORK. IF MATERIAL

TESTS POSITIVE FOR ACM (ASBESTOS CONTAINING MATERIALS),

AREA MUST BE CLEARED OF ALL ACM CONTAINING MATERIALS

AFFECTED BY CONSTRUCTION PRIOR TO DEMOLITION

OR CONSTRUCTION

3. ANY ABATEMENT OF ACM SHALL BE ACCOMPLISHED BY A

CONTRACTOR LICENSED BY THE STATE OF COLORADO

FOR ACM REMOVAL.

4. ALL ACM SHALL BE PROPERLY REMOVED AND DISPOSED OF ACCORDING

TO REGULATIONS DEFINED BY THE STATE OF COLORADO

5. ALL 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

MODEL FILE:

Fort Lyon Bldg 8 Final final LS version 24.pln

DRAWN BY: TAD

COPYRIGHT:

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PLUMBING CALCULATIONS

Fort Lyon Life Safety Corrections - Building

DATE: OCTOBER 18, 2022

FORT LYON, CO

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

PROJECT NUMBER: 2021-035M21/HB 1408

4/13/23 ISSUED FOR STATE REVIEW

5/2/23 CODE REVIEW COMMENTS

6/14/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

10/3/23

ISSUED FOR PRICING

PLUMBING CALCULATIONS PLUMBING CALCULATIONS PLUMBING CALCULATIONS

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-3 OCCUPANCY: 1,167 NSF/15 NSF = 77.8 OCCUPANTS

77.8 OCCUPANTS / 2 = 38.9 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:

38.9 OCCUPANT LOAD/125 OCCUPANTS PER WC = .311 MALE

38.9 OCCUPANT LOAD/65 OCCUPANTS PER WC = .598 FEMALE

38.9 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.195 MALE

38.9 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.195 FEMALE

B OCCUPANCY: 791 GSF/150 GSF = 4.27 OCCUPANTS

5.27 OCCUPANTS / 2 = 2.635 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:

2.635 OCCUPANT LOAD/25 OCCUPANTS PER WC = .105 MALE

2.635 OCCUPANT LOAD/25 OCCUPANTS PER WC = .105 FEMALE

2.635 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .066 MALE

2.635 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .066 FEMALE

I-1 OCCUPANCY: 10,330 GSF/120 GSF = 86.083 OCCUPANTS

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/10 1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

86.083 OCCUPANT LOAD/10 OCCUPANTS PER WC = 8.608 MALE

86.083 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 8.608 MALE

S-1 OCCUPANCY: 223 GSF/300 GSF = .743 OCCUPANTS

U OCCUPANCY: 235 GSF/300 GSF = .783 OCCUPANTS

(.743 OCCUPANTS + .783 OCCUPANTS) / 2 = .763 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:

.763 OCCUPANT LOAD/100 OCCUPANTS PER WC = .008 MALE

.763 OCCUPANT LOAD/100 OCCUPANTS PER WC = .008 FEMALE

.763 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .008 MALE

.763 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .008 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 8 HAS MEN 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 64 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .311 B .105 I-1 8.608 U .008

TOTAL: 9.032= 10 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .105 U .008

TOTAL: .113 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .195 B .066 I-1 8.608 U .008

TOTAL: 8.877 = 9 LAVS

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .066 U .008

TOTAL: .074 = 1 LAV

WC'S PROVIDED (PUBLIC)

WOMEN: 2

MEN: 1 + 1 URINAL

UNISEX 0

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 0

MEN: 5 + 2 URINALS

UNISEX: 2

WC'S PROVIDED (WITHIN SLEEPING ROOMS OR OFFICES)

WOMEN: 0

MEN: 19

UNISEX: 0

LAV'S PROVIDED (PUBLIC):

WOMEN: 1

MEN: 1

UNISEX 0

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 0

MEN: 8

UNISEX: 2

LAV'S PROVIDED (WITHIN SLEEPING ROOM OR OFFICE)

WOMEN: 0

MEN: 21

UNISEX: 0

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 86.083

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

86.083/8 = 10.760 = 11 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 12

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

BASEMENT:

A-3 OCCUPANCY

B OCCUPANCY (OFFICE AREA):

1,607 GSF/150 GSF = 10.71 OCCUPANTS

10.71 OCCUPANTS / 2 = 5.36 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 OCCUPANCY (OFFICE AREA) MINIMUM REQUIRED FIXTURES:

5.36 OCCUPANT LOAD/25 OCCUPANTS PER WC = .214 MALE

5.36 OCCUPANT LOAD/25 OCCUPANTS PER WC = .214 FEMALE

5.36 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .134 MALE

5.36 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .134 FEMALE

B OCCUPANCY (LECTURE HALL AREAS):

5,010 GSF/20 GSF = 250.5 OCCUPANTS

250.5 OCCUPANTS / 2 = 125.25 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: LECTURE HALL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

B (LECTURE HALL AREAS) MINIMUM REQUIRED FIXTURES:

125.25 OCCUPANT LOAD =

(50/25 +75.25/50) OCCUPANTS PER WC = 3.5 MALE

125.25 OCCUPANT LOAD =

(50/25 + 75.25/50) OCCUPANTS PER WC = 3.5 FEMALE

125.25 OCCUPANT LOAD =

(80/40 +45.25/80) OCCUPANTS PER LAV = 2.57 MALE

125.25 OCCUPANT LOAD =

(80/40 +45.25/80) OCCUPANTS PER LAV = 2.57 FEMALE

S-1 OCCUPANCY: 4,092 GSF/300 GSF = 13.64 OCCUPANTS

U OCCUPANCY: 1,489 GSF/300 GSF = 4.96 OCCUPANTS

(13.645 OCCUPANTS + 4.96 OCCUPANTS) / 2 = 9.30 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:

9.30 OCCUPANT LOAD/100 OCCUPANTS PER WC = .093 MALE

9.30 OCCUPANT LOAD/100 OCCUPANTS PER WC = .093 FEMALE

9.30 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .093 MALE

9.30 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .093 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 .214

B (LECTURE HALL) 3.50

S-1/U .093

TOTAL: 3.807 = 4 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .214

B (LECTURE HALL) 3.50

S-1/U .093

TOTAL: 3.807 = 4 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

B .134

B (LECTURE HALL) 2.57

S-1/U .093

TOTAL: 2.797 = 3 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .134

B (LECTURE HALL) 2.57

S-1/U .093

TOTAL: 2.797 = 3 LAV

WC'S PROVIDED (PUBLIC)

WOMEN: 4

MEN: 3 + 1 URINAL

UNISEX 0

LAV'S PROVIDED (PUBLIC)

WOMEN: 3

MEN: 3

UNISEX 0

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY

TOTAL FLOOR AREA = 16,633 GSF

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

A-3 OCCUPANCY: 1,301 NSF/15 NSF = 86.73 OCCUPANTS

86.73 OCCUPANTS / 2 = 43.365 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:

43.365 OCCUPANT LOAD/125 OCCUPANTS PER WC = .311 MALE

43.365 OCCUPANT LOAD/65 OCCUPANTS PER WC = .598 FEMALE

43.365 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.195 MALE

43.365 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.195 FEMALE

B OCCUPANCY: 416 GSF/150 GSF = 2.77 OCCUPANTS

2.77 OCCUPANTS / 2 = 1.385 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:

1.385 OCCUPANT LOAD/25 OCCUPANTS PER WC = .055 MALE

1.385 OCCUPANT LOAD/25 OCCUPANTS PER WC = .055 FEMALE

1.385 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .035 MALE

1.385 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .035 FEMALE

I-1 OCCUPANCY: 10,555 GSF/120 GSF = 87.96 OCCUPANTS

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/10 1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

87.96 OCCUPANT LOAD/10 OCCUPANTS PER WC = 8.796 MALE

87.96 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 8.796 MALE

S-1 OCCUPANCY: 395 GSF/300 GSF = 1.317 OCCUPANTS

U OCCUPANCY: 177 GSF/300 GSF = .59 OCCUPANTS

(1.317 OCCUPANTS + .59 OCCUPANTS) / 2 = .954 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:

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

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

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

.954 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

BUILDING 8 HAS MEN 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 64 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .311 B .055 I-1 8.796 S-1/U .01

TOTAL: 9.172 = 10 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .055 S-1/U .01

TOTAL: .065 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .195 B .035 I-1 8.796 S-1/U .01

TOTAL: 9.439 = 10 LAVS

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .055 S-1/U .010

TOTAL: .065 = 1 LAV

WC'S PROVIDED (PUBLIC)

WOMEN: 2

MEN: 1 + 1 URINAL

UNISEX 0

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 0

MEN: 6 + 8 URINALS

UNISEX: 0

WC'S PROVIDED (WITHIN SLEEPING ROOMS OR OFFICES)

WOMEN: 0

MEN: 1

UNISEX: 2

LAV'S PROVIDED (PUBLIC):

WOMEN: 1

MEN: 1

UNISEX 0

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 0

MEN: 13

UNISEX: 2

LAV'S PROVIDED (WITHIN SLEEPING ROOM OR OFFICE)

WOMEN: 0

MEN: 1

UNISEX: 2

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 87.96

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

87.96/8 = 10.995 = 11 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 12

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 8 Final final LS version 24.pln

DRAWN BY: TAD

COPYRIGHT:

G-004

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Fi le s/ Fo rt Ly on B ld g

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BASEMENT CODE STUDY

PLAN

Fort Lyon Life Safety Corrections - Building

DATE: OCTOBER 18, 2022

FORT LYON, CO

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

PROJECT NUMBER: 2021-035M21/HB 1408

4/13/23 ISSUED FOR STATE REVIEW

5/2/23 CODE REVIEW COMMENTS

6/14/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

10/3/23

ISSUED FOR PRICING

007A

006 006A

006B

007 007C

007B

002 001B

033A

033 008

001C

001A

008A

010A

013A

014A

024025

032A

023A

022R

015A

009A

030A

021A

020026

002A

018A 019

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EGRESS

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EGRESS

EGRESS

EGRESS

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EGRESSEGRESS

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EGRESS

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31' = DISTANCE OF

COMMON PATH

'-6

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E O

F C

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'-2

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46' = DISTANCE OF

COMMON PATH

'-1

0"

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27'-9" = DISTANCE OF

COMMON PATH

CLASSRM

A: 904 sq ft

OFFICE

002A

A: 169 sq ft

CLASSRM

A: 666 sq ft

STORAGE

A: 246 sq ft

OFFICE

A: 222 sq ft

CLASSRM

A: 1,410 sq ft

STORAGE

007A

A: 19 sq ft

STORAGE

007B

A: 196 sq ft

CLASSRM

A: 441 sq ft

CLASSRM

001A A: 856 sq ft

MECHANICAL

A: 495 sq ft

STORAGE

010A

A: 172 sq ft

STORAGE

A: 395 sq ft

STORAGE

A: 180 sq ft

OFFICE

A: 141 sq ft

OFFICE

A: 231 sq ft

STORAGE

013A

A: 123 sq ft

OFFICE

A: 174 sq ft

STORAGE

014A

A: 92 sq ft

OFFICE

A: 140 sq ft

OFFICE

015A

A: 136 sq ft

CLASSRM

A: 733 sq ft

UTILITY

A: 135 sq ft

UTILITY

A: 131 sq ft

RESTRM

018A

A: 201 sq ft

UTILITY

A: 79 sq ft

RESTRM

021A

A: 252 sq ft

STORAGE

A: 131 sq ft

STORAGE

A: 2,386 sq ft

ELECT. RM

023A

A: 78 sq ft

STORAGE

A: 145 sq ft

LAUNDRY

A: 143 sq ft

ELEV. RM

A: 179 sq ft

CORRIDOR

A: 146 sq ft

CORRIDOR

A: 1,287 sq ft

EGRESS STAIR

A: 219 sq ft

EGRESS STAIR

A: 208 sq ft

OFFICE

A: 154 sq ft

UTILITY

001B

A: 72 sq ft

MECHANICAL

A: 138 sq ft

CHASE

A: 25 sq ft

ELECT. RM

A: 71 sq ft

CORRIDOR

A: 361 sq ft

CORRIDOR

A: 832 sq ft

CORRIDOR

A: 239 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

GROUP A-1 OCCUPANCY - ASSEMBLY

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS -

BUILDING 8

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: BASEMENT - 16,646 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'

S-1 OCCUPANCY: 75'

ACTUAL HEIGHT: 44'-6" (AT SOUTH ELEVATION - TO TOP OF

ROOF)

ALLOWABLE STORIES: B OCCUPANCY: 4

(ABOVE GRADE) S-1 OCCUPANCY: 4

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

1 STORY BELOW 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: 1,607 SF/80,500 SF = .02

5,013 SF/80,500 SF = .06

3,945 SF/61,250 SF = .06

TOTAL = .14 = LESS THAN 1

ACTUAL BUILDING AREA: 49,552 GSF

OCCUPANCY CALCS: BASEMENT:

B OCCUPANCY: 1,607 SF/150 = 10.71

B OCCUPANCY

(CLASSROOM): 5,010 NSF/20 = 250.5

S-1 OCCUPANCY: 3,794 SF/300 = 12.65

MECH/ELECT RM.

OCCUPANCY: 1,489 SF/300 = 4.96

TOTAL FLOOR OCCUPANCY: 278.82 =

EXITS :

(EXITING WIDTH) 279 * .15 = 41.85"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

ACTUAL EGRESS CORRIDOR WIDTH: 9'-0"

(STAIR WIDTH) 279 * .20 = 55.8"

(2) STAIRS PROVIDED : (2) @ 48" WIDTH EACH

NOTE: THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY

GROUP B OCCUPANCY - RESIDENT

TEACHING/TRAINING

LEGEND

OCCUPANCY CALCULATIONS

LEVEL 2 ALTERATIONS:

IEBC COMMENTS

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

(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

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS -

BUILDING 8

CONSULTANTS

MODEL FILE:

Fort Lyon Bldg 8 Final final LS version 24.pln

DRAWN BY: TAD

COPYRIGHT:

G-005

A

B

C

D

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/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 CODE STUDY PLAN

Fort Lyon Life Safety Corrections - Building

DATE: OCTOBER 18, 2022

FORT LYON, CO

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

PROJECT NUMBER: 2021-035M21/HB 1408

4/13/23 ISSUED FOR STATE REVIEW

5/2/23 CODE REVIEW COMMENTS

6/14/23 ISSUED FOR STATE REVIEW

9/21/2023

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/12/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR PERMIT

10/3/23

ISSUED FOR PRICING

112A

109A

108A

119A

106 105

105A

123A 124A

124 125

101A

126A 126

128 130

133 134

151 150

140A

141A

155A

164135

132163

115A

111A

110A

154102107R

152R

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

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S S

EGRESSEGRESS

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S S

EGRESS

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EGRESS

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G R

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RESTRM

A: 124 sq ft

UTILITY

A: 73 sq ft

UTILITY

A: 25 sq ft

CONFERENCE

A: 319 sq ft

BEDRM

A: 100 sq ft

RESTRM

108A

A: 56 sq ft

BEDRM

A: 108 sq ft

BEDRM

A: 124 sq ft

RESTRM

110A

A: 53 sq ft

BEDRM

A: 203 sq ft

ADA BEDRM

A: 191 sq ft

ADA RESTRM

112A

A: 58 sq ft

BEDRM

A: 126 sq ft

BEDRM

A: 201 sq ft

ADA RESTRM

114A

A: 55 sq ft

ADA BEDRM

A: 105 sq ft

BEDRM

A: 160 sq ft

BEDRM

A: 416 sq ft

RESTRM

A: 275 sq ft

BEDRM

A: 335 sq ft

BEDRM

A: 340 sq ft BEDRM

A: 264 sq ft

BEDRM

A: 278 sq ft

BEDRM

A: 186 sq ft

RESTRM

123A

A: 58 sq ft

BEDRM

A: 124 sq ft

BEDRM

A: 94 sq ft

UTLITY

126A

A: 10 sq ft

UTILITY

A: 39 sq ft

STORAGE

A: 81 sq ft

OFFICE

A: 127 sq ft

DAYRM

A: 848 sq ft

OFFICE

A: 133 sq ft

STORAGE

A: 67 sq ft

BEDRM

A: 178 sq ft

UTILITY

A: 88 sq ft

BEDRM

A: 109 sq ft

BEDRM

A: 276 sq ft

BEDRM

A: 267 sq ft

BEDRM

A: 340 sq ft

BEDRM

A: 336 sq ft

CHASE

140A

A: 37 sq ft

RESTRM

A: 335 sq ft

RESTRM

A: 240 sq ft

BEDRM

A: 159 sq ft

BEDRM

A: 309 sq ft

BEDRM

A: 202 sq ft

BEDRM

A: 442 sq ft

BEDRM

A: 202 sq ft

BEDRM

A: 309 sq ft

STORAGE

A: 36 sq ft

STORAGE

A: 34 sq ft

BEDRM

A: 223 sq ft

RESTRM

A: 144 sq ft

OFFICE

A: 200 sq ft

RESTRM

155A

A: 57 sq ft

CORRIDOR

107N

A: 340 sq ft

CORRIDOR

102E

A: 971 sq ft

CORRIDOR

118S

A: 218 sq ft

CORRIDOR

A: 638 sq ft

CORRIDOR

126A

A: 1,125 sq ft

CORRIDOR

136S

A: 228 sq ft

CORRIDOR

144N

A: 316 sq ft

EGRESS STAIR

S1A

A: 209 sq ft

EGRESS STAIR

A: 202 sq ft

RESTRM

A: 47 sq ft

RESTRM

105A

A: 39 sq ft

BEDRM

A:…