Appendix H5 - BLDG 401 Bid Documents.pdf

MARK DATE DESCRIPTION

SHEET TITLE

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

G-001

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

Fi na l L S v er si on

.p ln

COVER SHEET

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

Fort Lyon Life Safety Corrections - Building 401

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

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

Fi na l L S v er si on

.p ln

NOTE SHEET & ACM REPORT

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

Asbestos Inspection Report Page 49 should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation/demolition or if the material becomes damaged.

NOTES:_________________________________________________________________

Building 401

Approximately 700 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 700 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), (45% 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 sq. ft. of gypsum board with asbestos containing joint compounds and textures exists throughout the building, (see drawings for locations), (>4% Chrysotile). The material was in good condition at the time of this inspection. This material should be managed following the facilities Operations & Maintenance Program.

The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation/demolition or if the material becomes damaged.

Approximately 2,000 l.f. of ACM Thermal Systems Pipe Insulation exists throughout the building, (see drawings for locations), (10-70% Chrysotile). This material was in good to poor condition at the time of this inspection. GHP inspected/assessed only those materials that were accessible. Access panels were not available for performing a thorough survey of pipe insulation inside wall cavities and/or pipe chases. Pipe insulation inside walls/pipe chases should be assumed to be asbestos containing until determined otherwise. GHP determined that fiberglass insulation is obscuring remnant TSI on pipes. All fiberglass insulation should be assumed to be covering ACM material.

Asbestos Inspection Report Page 50

Personal protective equipment should be worn by those entering wall cavities/pipe chases. Isolate the areas surrounding pipe chases when performing routine maintenance in these areas. Damaged material should be repaired immediately. The TSI in the crawlspace was abated in September 2006, see GHP Project 06505.02.

Approximately 450 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 5,000 sq. ft. of white ACM roofing shingles were reported in previous inspections on the exterior roof of the building, (see drawings for locations), (5% Chrysotile). Existing roofing material was in good condition at the time of this inspection exhibiting only minor weathering damage. Caution should be used when removing roof materials. Non-friable tar impregnated roofing materials are not regulated by the EPA or State of Colorado provided that the materials are well maintained and remain non-friable during removal, replacement, or repair. This material can be repaired or replaced by properly trained personnel (OSHA training) provided that the material is not cut, sanded, grinded, or abraded using mechanical means.

Sample Number Material and Location Asbestos Content B-06505.01-240 Ceiling tile - Sample acquired from Building 401, southwest corner of room 107, behind door on left side.

None Detected

B-06505.01-241 Gypsum board with joint compound - Sample acquired from Building 401, taken at the west wall above suspended ceiling in room 107B.

None Detected

B-06505.01-242 Ceiling plaster - Sample acquired from Building 401, taken from northwest corner, 10ft east and 10ft south, straight up to the upper ceiling in room 104.

None Detected

B-06505.01-243 Wall plaster - Sample acquired from Building 401, taken from the middle section wall in room 104.

None Detected

B-06505.01-244 Ceiling plaster - Sample acquired from Building 401, taken from the northwest corner, 10ft east and 10ft south, straight up above suspended ceiling in room 104.

None Detected

B-06505.01-245 Wall plaster - Sample acquired from Building 401, taken from northwest corner, 10ft east and 10ft south, up above suspended ceiling in room 104.

None Detected

B-06505.01-246 Gypsum board with joint compound - Sample acquired from Building 401, taken from room 104 to the left of door, southeast corner.

Trace tremolite Actinolite

B-06505.01-247 Gypsum board with joint compound - Sample acquired from Building 401, northeast corner of room 104, 4ft up from floor.

None Detected

B-06505.01-248 Gypsum board with joint compound - Sample acquired from Building 401, located in the middle of room 104 on south wall.

None Detected

B-06505.01-249 Gypsum board with joint compound - Sample acquired from Building 401, located in the middle above suspended ceiling in room 124A.

2% Chrysotile in joint compound

B-06505.01-250 Masonry - Sample collected in Building 401 to the left of the door entrance in room 123 at the floor between limestones.

None Detected

Asbestos Inspection Report Page 51

B-06505.01-251 Gypsum board with joint compounds - Sample acquired in Building 401, located to the right of entrance of room 209, 4ft up from floor.

None Detected

B-06505.01-252 Wall plaster - Sample acquired in Building 401, located in room 209, to the right of entrance above suspended ceiling.

None Detected

B-06505.01-253 Gypsum board with joint compound - Sample acquired in Building 401 attic, taken between west side HVAC unit and the west wall taken in between the two windows, 4ft from floor.

None Detected

B-06505.01-254 Ceiling plaster - Sample acquired in Building 401 attic, taken above suspended ceiling adjacent to stairwell on south side, 20ft east from the west wall.

None Detected

B-06505.01-255 Ceiling plaster - Sample acquired in Building 401, northeast corner of room 207 above suspended ceiling.

None Detected

B-06505.01-256 Brown wood grain color sheet vinyl – Sample acquired in Building 401 at the entrance to attic.

25% Chrysotile

B-06505.02-02 White TSI-Sample was collected from Building 401 Muster crawlspace, lying on crawlspace soil, 3’ inside of north crawlspace access port.

10% Chrysotile

B-06505.02-03 Brown TSI-Sample was collected from Building 401 Muster crawlspace, lying on crawlspace soil, 5’ inside of east crawlspace access port.

65% Chrysotile

B-06505.02-15 Brown soil–Clearance soil sample acquired from Building 401in the northwest quadrant of the crawlspace.

None Detected

B-06505.02-16 Brown soil–Clearance soil sample acquired from Building 401in the northeast quadrant of the crawlspace.

None Detected

B-06505.02-17 Brown soil–Clearance soil sample acquired from Building 401in the southwest quadrant of the crawlspace.

None Detected

B-06505.02-18 Brown soil–Clearance soil sample acquired from Building 401in the southeast quadrant of the crawlspace.

Trace Chrysotile

B-06505.02-19 Brown soil–Clearance soil sample acquired from Building 401in the center of the crawlspace.

Trace Chrysotile

See GHP report 06505.02-Building 401 Partial Abatement.

This abatement project was done by DLM Inc. during the time of September 9th, 2006 through October 4th, 2006. Abatement project included approximately 1,800 linear feet of ACM TSI on pipes, and approximately 3,200 sq. ft. of ACM contaminated dirt floors in the crawlspace located under the Visitor’s area in Building 401 and approximately 250 linear feet of ACM TSI, approximately 600 linear feet of fiberglass insulation on pipes obscuring remnant ACM TSI on pipes, and approximately 2,500 sq. ft. of ACM contaminated dirt floors in the crawlspace located under the Muster area in Building 401.

The crawlspace dirt floor, pipes, and walls were coated with a heavy layer of encapsulant. This material was removed to adequately decontaminate all surfaces.

NOTES:_________________________________________________________________

GOBBELL HAYES ACM REPORT

GOBBELL HAYES ACM REPORT

GOBBELL HAYES ACM REPORT

GENERAL NOTES PLUMBING CALCULATIONS

PROJECT: BUILDING 401 CODE 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

WALL RELOCATIONS

TOTAL BUILDING AREA: 18,927 SF

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

DIAGONAL @ SOUTH WING = 126'-6"

DISTANCE BETWEEN EXITS = 83'-9"

DIAGONAL @ CENTER SECTION = 79'-0"

DISTANCE TO EXIT = 85'-8"

DIAGONAL @ NORTH WING = 124'-7"

DISTANCE BETWEEN EXITS = 57'-0"

DIAGONAL @ 2ND FLOOR = 79'-6"

DISTANCE TO EXIT = 66'-5"

CONSTRUCTION TYPE: IIA, SPRINKLERED

INTERIOR FINISH FIRE RATING:

OCCUPANCY EXIT ENCLOSURES CORRIDORS INTERIOR ROOMS

A-2 B B C B B B C S

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: 1

EXTERIOR BEARING WALLS: 1

INTERIOR BEARING WALLS: 1

INTERIOR NON BEARING WALLS: 0

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS: 1

ROOF CONSTRUCTION AND

SECONDARY MEMBERS: 1

CODE REQUIREMENTS

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.

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.

GENERAL NOTES DRAWING LISTING

ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 NOTE SHEET

G-003 1ST FLOOR CODE STUDY PLAN

G-004 2ND FLOOR CODE STUDY PLAN

AS-001 VICINITY MAP

AS-002 BUILDING LOCATION PLAN

AS-003 SURVEY/PLAT MAP

A-101 1ST FLOOR DEMO PLAN

A-102 2ND FLOOR DEMO PLAN

A-103 1ST FLOOR PLAN

A-104 2ND FLOOR PLAN

A-105 1ST FLOOR REFLECTED CEILING PLAN

A-106 2ND FLOOR REFLECTED CEILING PLAN

A-201 INTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS

A-401 ENLARGED PLANS

A-501 ACCESSORY SPECS

A-502 ACCESSORY AND EDF SPEC

A-503 SMOKE DETECTOR/FIRE ANNUNCIATOR SPECS

A-504 PHOTOS

A-505 PHOTOS AND FIRE SPRINKLER SYSTEM

DEFICIENCIES

A-506 FIRESTOP DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-701 1ST FLOOR FINISH PLAN

A-702 2ND FLOOR FINISH PLAN

A-703 FINISH SPECS/LEGEND

A-704 FINISH SPECS

ELECTRICAL AND PLUMBING DRAWINGS:

M0.1 MECHANICAL NOTE SHEET

M1.1 1ST AND 2ND FLOOR MECHANICAL PLAN

P0.1 PLUMBING NOTE SHEET

P1.1 1ST AND 2ND FLOOR PLUMBING PLAN

E0.1 ELECTRICAL NOT SHEET

E1.1 1ST AND 2ND FLOOR ELECTRICAL PLAN

PLUMBING CALCULATIONS

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.

THE FOLLOWING MATERIALS REQUIRE SUBMITTALS PRIOR TO

PROCUREMENT OR INSTALLATION:

A. ALL FINISH MATERIALS INCLUDING:

1. WALL FINISHES INCLUDING:

A. PRIMER PAINT

B. FINISH PAINT

C. CERAMIC WALL TILE

D. VINYL WALL COVERING

2. FLOOR COVERINGS INCLUDING

A. CERAMIC FLOOR TILE

B. CARPET

C. SHEET VINYL

D. VINYL TILE

3. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

B. ALL ELECTRCAL ITEMS INCLUDING:

1. 2 X 4 LIGHT FIXTURES

2. 1 X 4 LIGHT FIXTURES

3. EMERGENCY EXIT/LIGHT COMBO UNIT

4. CEILING MOUNTED FIRE ANNUNCIATOR

5. WALL MOUNTED FIRE ANNUNCIATOR

6. ILLUMINATED EXIT SIGNAGE

7. ALL CEILING TILE INCLUDING

A. 2 X 4 TILE

B. 2 X 2 TILE

8. SMOKE DETECTOR

9. CEILING MOUNTED EXIT DIRECTIONAL SIGN

10. WALL MOUNTED EXIT DIRECTIONAL SIGN

11. WALL MOUNTED EMERGENCY LIGHT

C. ALL PLUMBING FIXTURES INCLUDING:

1. RESTROOM ACCESSORIES INCLUDING

A. MIRROR

B. GRAB BARS

C. TOILET TISSUE DISPENSER

D. TOILET SEAT COVER DISPENSER

E. BABY CHANGING STATION

F. SOAP DISPENSER

G. WASTE RECEPTACLE/PAPER TOWEL

DISPENSER

2. DRINKING FOUNTAINS

3. ALL NEW RESTROOM FIXTURES INCLUDING:

A. STANDARD TOILET

B. ADA TOILET

C. STANDARD LAVATORY

D. ADA LAVATORY

E. TOILET PARTITIONS/URINAL SCREEN

F. STANDARD URINAL

G. ADA URINAL

H. SHOWER UNIT

SUBMITTAL REQUIREMENTS

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

PARTITION TYPES

Partition Type 1: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to underside of structure; provide 5/8" type X gyp board at both sides. Total wall thickness = 4 7/8"

(1) hour rated - UL Des U419 Partition Type 2: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" 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 3: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to top of opening; provide 5/8" type X gyp board at both sides. Total wall thickness = 4 7/8"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 4: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to top of opening or ceiling; provide 5/8" type X gyp board at both sides. Total wall thickness = 4 7/8"

Partition Type 5: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to underside of ceiling; provide (1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at restroom side and (1) layer of 5/8" type X gyp board at opposite side. Total wall thickness = 4 7/8"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 6: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to underside of ceiling; provide 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at both sides. Total wall thickness = 4 7/8";

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

Partition Type 7: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to height of adjacent wall; provide 5/8" type X gyp board at exposed side. Total wall thickness = 4 1/4"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 10: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to height of adjacent wall; provide (1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at exposed side. 3 1/2" batt Insulation; Total wall thickness = 4 1/4"

Partition Type 8: 6" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to underside of structure; provide (1) layer 5/8" type X gyp board at each side . 3 1/2" batt Insulation; Total wall thickness = 7 1/4". Notify Architect if adjacent wall is not 7 1/4" in width - (1) hour rated - UL Des U419

Partition Type 11: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 16" O.C. from floor to top of opening or ceiling; provide 5/8" type X gyp board at exposed side only. Total wall thickness = 4 1/4"

NOT USED

37. ALL PIPING PENETRATIONS THROUGH FLOORS SHALL BE

SEALED WATER TIGHT BY GROUTING PERIMETER GAP BETWEEN

PIPE AND FLOOR STRUCTURE OR BY USING APPROVED UL SLEEVE

AND SEALER SYSTEM. PENETRATIONS OF RATED WALLS SHALL

USE SLEEVE WITH UL APPROVED FIRE SEALANT PER SECTION

714.4.1.1 OF THE 2021 IBC. PENETRATIONS THROUGH FLOORS

SHALL COMPLY WITH SECTION 714.5.1.1 OR 714.5.1.2” .

38. FLOOR PENETRATIONS CONTAINED AND LOCATED WITHIN THE

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

A T RATING PER SECTION 714.5.1.2 EXCEPTION 1. FLOOR

PENETRATIONS BY FLOOR DRAINS, TUB DRAINS OR SHOWER

DRAINS CONTAINED AND LOCATED WITHIN THE CONCEALED SPACE

OF A HORIZONTAL ASSSEMBLY DO NOT REQUIRE A T RATING PER

SECTION 714.5.1.2 EXCEPTION 2

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-3 (EXERCISE) OCCUPANCY: 5,205 GSF/50 GSF = 104.10 OCCUPANTS

104.10 OCCUPANTS / 2 = 52.05 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (GYMNASIUM AREA):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (GYMNASIUM AREA) MINIMUM REQUIRED FIXTURES:

52.05 OCCUPANT LOAD/125 OCCUPANTS PER WC = .416 MALE

52.05 OCCUPANT LOAD/65 OCCUPANTS PER WC = .801 FEMALE

52.05 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.260 MALE

52.05OCCUPANT LOAD/200 OCCUPANTS PER LAV = .260 FEMALE

A-3 (LECTURE HALL) OCCUPANCY: 3,048 NSF/7 NSF = 435.429 OCCUPANTS

435.429 OCCUPANTS / 2 = 217.715 OCCUPANCY LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (LECTURE HALL):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (LECTURE HALL) MINIMUM REQUIRED FIXTURES:

217.715 OCCUPANT LOAD/125 OCCUPANTS PER WC = 1.74 MALE

217.715 OCCUPANT LOAD/65 OCCUPANTS PER WC = 3.35 FEMALE

217.715 OCCUPANT LOAD/200 OCCUPANTS PER LAV = 1.09 MALE

217.715 OCCUPANT LOAD/200 OCCUPANTS PER LAV = 1.09 FEMALE

A-3 (MEETING RM) OCCUPANCY: 398 NSF/15 NSF = 26.53 OCCUPANTS

26.53 OCCUPANTS / 2 = 13.27 OCCUPANCY LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (MEETING RM):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (MEETING RM) MINIMUM REQUIRED FIXTURES:

26.53 OCCUPANT LOAD/125 OCCUPANTS PER WC = .21 MALE

26,53 OCCUPANT LOAD/65 OCCUPANTS PER WC = .41 FEMALE

26.53 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .13 MALE

26.53 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .13 FEMALE

A-3 (VOCATIONAL) OCCUPANCY: 835 NSF/50 NSF = 16.70 OCCUPANTS

16.70 OCCUPANTS / 2 = 8.35 OCCUPANCY LOAD PER SEX

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY (MEETING RM):

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/125 1/65 1/200

A-3 (VOCATIONAL) MINIMUM REQUIRED FIXTURES:

8.35 OCCUPANT LOAD/125 OCCUPANTS PER WC = .067 MALE

8.35 OCCUPANT LOAD/65 OCCUPANTS PER WC = .128 FEMALE

8.35 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .042 MALE

8.35 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .042 FEMALE

B OCCUPANCY: 1,606 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 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

S-1/S-2 OCCUPANCY: 642 GSF/300 GSF = 2.14 OCCUPANTS

U OCCUPANCY: 674 GSF/300 GSF = 2.25 OCCUPANTS

(2.14 OCCUPANTS + 2.25 OCCUPANTS) / 2 = 2.20 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/S-2/U MINIMUM REQUIRED FIXTURES:

2.20 OCCUPANT LOAD/100 OCCUPANTS PER WC = .022 MALE

2.20 OCCUPANT LOAD/100 OCCUPANTS PER WC = .022 FEMALE

2.20 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .022 MALE

2.20 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .022 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 (EXERCISE) .416

A-3 (LECTURE HALL) 1.740

A-3 (MEETING RM) .210

A-3 (VOCATIONAL) .067

B .214 S-1/S-2/U .022

TOTAL: 2.669 = 3 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-2 (EXERCISE) .801

A-2 (LECTURE HALL 3.350

A-3 (MEETING RM) .410

A-3 (VOCATIONAL) .128

B .214 S-1/S-2 .022

TOTAL: 4.925 = 5 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-2 (EXERCISE) .260

A-2 (LECTURE HALL 1.090

A-3 (MEETING RM) .130

B .214 S-1/S-2 .134

TOTAL: 1.828 = 2 LAVS

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-2 (EXERCISE) .260

A-2 (LECTURE HALL 1.090

A-3 (MEETING RM) .130

B .134 S-1/S-2 .022

TOTAL: 1.828 = 2 LAVS

WC'S PROVIDED

WOMEN: 4

MEN: 3 + 3 URINALS

UNISEX: 1

LAV'S PROVIDED

WOMEN: 2

MEN: 3

UNISEX" 1

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

B OCCUPANCY: 1,189 GSF/150 GSF = 7.93 OCCUPANTS

7.93 OCCUPANTS / 2 = 3.97 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

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

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

THE REMAINDER THE REMAINDER THE REMAINDER

EXCEEDING 50 EXCEEDING 50 EXCEEDING 80

B MINIMUM REQUIRED FIXTURES:

3.97 OCCUPANT LOAD/25 OCCUPANTS PER WC = .159 MALE

3.97 OCCUPANT LOAD/25 OCCUPANTS PER WC = .159 FEMALE

3.97 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .099 MALE

3.97 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .099 FEMALE

S-1 OCCUPANCY: 493 GSF/300 GSF = 1.64 OCCUPANTS

U OCCUPANCY: 1,132 GSF/300 GSF = 3.77 OCCUPANTS

(1.64 OCCUPANTS + 3.77 OCCUPANTS) / 2 = 2.70 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/S-2/U MINIMUM REQUIRED FIXTURES:

2.70 OCCUPANT LOAD/100 OCCUPANTS PER WC = .027 MALE

2.70 OCCUPANT LOAD/100 OCCUPANTS PER WC = .027 FEMALE

2.70 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .027 MALE

2.70 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .027 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 .159 S-1/S-2/U .027

TOTAL: .429 = 1 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .159 S-1/S-2/U .027

TOTAL: .429 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

B .099 S-1/U .027

TOTAL: .126 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .099 S-1/U .027

TOTAL: .126 = 1 LAV

WC'S PROVIDED

WOMEN: 1

MEN: 1 + 1 URINAL

LAV'S PROVIDED

WOMEN: 1

MEN: 1

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245.

ACM NOTES

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

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO: ASBESTOS,

ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB),

HYDROCARBONS OR ANY OTHER TOXIC SUBSTANCES. SHOULD THE

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

THE OWNER DISCOVER OR ENCOUNTER ANY HAZARDOUS

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

IMMEDIATELY AND PROCEED IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

2. ALL MATERIALS BEING REMOVED FROM THE SITE SHALL BE

TESTED FOR ACM PRIOR TO ANY DEMOLITION WORK. IF MATERIAL

TESTS POSITIVE FOR ACM (ASBESTOS CONTAINING MATERIALS),

AREA MUST BE CLEARED OF ALL ACM CONTAINING MATERIALS

AFFECTED BY CONSTRUCTION PRIOR TO DEMOLITION

OR CONSTRUCTION

3. ANY ABATEMENT OF ACM SHALL BE ACCOMPLISHED BY A

CONTRACTOR LICENSED BY THE STATE OF COLORADO

FOR ACM REMOVAL.

4. ALL ACM SHALL BE PROPERLY 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

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

G-003

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

Fi na l L S v er si on

.p ln

1ST FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

110A

106A

103A

140141143145

127A

106 112131 114 113

122A

141A

126B

145A

115A

126A

117A

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

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

E G

R E

S S

E G

R E

S S

EGRESS

EGRESS

EGRESS

EGRESSEGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

EGRESS

E G

R E

S S

E G

R E

S S

68' = DISTANCE OF

COMMON PATH

'-6

" D

IS

TA

N

C E

O F

C O

M M

O N

P

AT

H

61' = DISTANCE OF

COMMON PATH

44'-7" = DISTANCE OF

COMMON PATH

47'-6" = DISTANCE OF

COMMON PATH

UTILITY

A: 296 sq ft

A: 59 sq ft

RISER ACCESS

A: 98 sq ft

RESTRM

A: 109 sq ft

RESTRM

A: 130 sq ft

VESTIBULE

A: 114 sq ft

VESTIBULE

A: 153 sq ft

EXERCISE RM

A: 835 sq ft

BASKETBALL COURT

A: 3,038 sq ft

VESTIBULE

A: 68 sq ft

RESTRM

A: 61 sq ft

UTILITY

A: 123 sq ft

OFFICE

A: 333 sq ft

UTILITY

A: 41 sq ft

GAME RM

A: 1,026 sq ft

STORAGE

A: 255 sq ft

VESTIBULE

A: 277 sq ft

VESTIBULE

A: 95 sq ft

BREAKOUT RM

A: 181 sq ft

VESTIBULE

A: 262 sq ft

VESTIBULE

A: 87 sq ft

MEETING ROOM

A: 3,048 sq ft

FLOOR AREA

A: 16,210 sq ft

VESTIBULE

A: 104 sq ft

OFFICE

A: 152 sq ft

ARTS AND CRAFTS

A: 835 sq ft

VESTIBULE

A: 121 sq ft

RESTRM

A: 134 sq ft

RESTRM

A: 222 sq ft

CRAWLSPACE ACCESS

A: 74 sq ft

REPAIR SHOP

A: 452 sq ft

REPAIR SHOP

A: 669 sq ft

EXERCISE RM

A: 306 sq ft

UTILITY

127A A: 12 sq ft

RESTRM

A: 47 sq ft

BREAKOUT RM

A: 217 sq ft

UTILITY

A: 36 sq ft

STORAGE

A: 195 sq ft

UTILITY

145A A: 202 sq ft

RESTRM

126A A: 86 sq ft

UTILITY

126B A: 20 sq ft

UTILITY

115A A: 26 sq ft

STORAGE

117A A: 196 sq ft

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

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

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 401

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 1ST FLOOR - 16,210 GSF

CONSTRUCTION TYPE: TYPE VB; SPRINKLERED

ALLOWABLE HEIGHT: A-3 OCCUPANCY: 60'

B OCCUPANCY: 60'

S-1 OCCUPANCY: 60'

ACTUAL HEIGHT: 22' (APPROXIMATION AT NORTH ELEVATION - TO TOP OF ROOF)

37' (APPROXIMATION AT CENTER ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: A-3 OCCUPANCY: 3

(ABOVE GRADE) B OCCUPANCY: 3

S-1 OCCUPANCY: 3

S-2 OCCUPANCY: 3

ACTUAL STORIES: 2 STORIES ABOVE GRADE ( PLUS ATTIC)

ALLOWABLE FLOOR AREA

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

B OCCUPANCY: 27,000 SF

S-1 OCCUPANCY: 27,000 SF

S-2 OCCUPANCY: 40,500 SF

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

30' OR GREATER OPEN SPACE = .75

ALLOWABLE AREA THIS STORY:

A-3 OCCUPANCY: Aa = 18,000 SF + (6,000 SF X .75) = 22,500 SF B OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF S-1 OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF S-2 OCCUPANCY: Aa = 40,500 SF + (13,500 SF x .75) = 50,625 SF

MIXED OCCUPANCY FACTOR: 8,407 SF/22,500 SF = .37

1,601 SF/33,750 SF = .05

251 SF/ 33,750 SF = .01

391 SF/50,625 SF = .01

TOTAL = .44 = LESS THAN 1

ACTUAL BUILDING AREA: 19,270 GSF

OCCUPANCY CALCS: A-3 EXERCISE OCCUPANCY: 5,205 SF/50 = 104.10

A-3 LECTURE HALL OCCUPANCY 3,048 SF/7 = 435.43

A-3 MEETING OCCUPANCY 398 SF/15 = 26.53

A-3 VOCATIONAL OCCUPANCY 835 SF/50 = 16.70

B OCCUPANCY: 1,606 SF/150 = 10.71

S-1 STORAGE OCCUPANCY: 251 SF/300 = .84

S-2 STORAGE OCCUPANCY: 391 SF/300 = 1.30

UTILITY OCCUPANCY: 674 SF/300 = 2.25

TOTAL FLOOR OCCUPANCY: 597.86 = 598

OCCUPANCY CALCS : 1ST FLOOR:

(EXITING WIDTH) 445 * .15 = 66.75"

REQUIRED EGRESS CORRIDOR WIDTH: 67"

ACTUAL EGRESS CORRIDOR WIDTH (NARROWEST): 7'-3"

NOTE:

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY CONTRACTUALLY LIMITED TO LESS THAN 245.

GROUP S-2 OCCUPANCY - LOW

HAZARD STORAGE

GROUP B OCCUPANCY - BUSINESS

LEGEND:

GROUP A-3 OCCUPANCY - ASSEMBLY

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

EXISTING STONE WALL; RATING UNKNOWN

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

LEGENDOCCUPANCY CALCULATIONS

POOL

TABLE

POOL

TABLE

PING

PONG

TABLE

HOCKEY

TABLE

NOTES

1. BUILDING COMPLIES WITH SECTION 507.7:

A. BUILDING DOES NOT HAVE A STAGE

B. BUILDING IS EQUIPPED WITH AUTOMATIC SPRINKLER

SYSTEM

C. ASSEMBLY FLOOR IS LOCATED WITHIN 21" OF STREET

OR GRADE LEVEL

D. THE BUILDING IS SURROUNDED AND ADJOINED BY

PUBLIC WAYS OR YARDS NOT LESS THAN 60'

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

G-004

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

Fi na l L S v er si on

.p ln

2ND FLOOR CODE STUDY

PLAN

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

ATTICATTIC

211212

' D

IS

TA

N C

E T

O E

X

IT

STAIR

A: 51 sq ft

FLOOR AREA

A: 3,060 sq ft

UTILITY

A: 422 sq ft

UTILITY

A: 472 sq ft

HALL

A: 394 sq ft

RESTRM

A: 89 sq ft

RESTRM

A: 67 sq ft

BREAK RM

A: 60 sq ft

STORAGE

A: 95 sq ft

OFFICE

A: 103 sq ft

OFFICE

A: 200 sq ft

OFFICE

A: 276 sq ft

STORAGE

A: 305 sq ft

STORAGE

A: 93 sq ft

UTILITY

A: 33 sq ft

UTILITY

A: 205 sq ft

SCALE: 1/8" = 1'-0"A1 2nd FLOOR CODE STUDY PLAN

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

LEGENDOCCUPANCY CALCULATIONS

PROJECT NAME: FORT LYON LIFE SAFETY IMPROVEMENTS - BUILDING 401

STATE PROJECT NUMBER: 2021-035M21/HB 1408

LOCATION: FORT LYON, COLORADO

FLOOR AREA: 1ST FLOOR - 16,210 GSF

CONSTRUCTION TYPE: TYPE VB; SPRINKLERED

ALLOWABLE HEIGHT: B OCCUPANCY: 60'

S-1 OCCUPANCY: 60'

ACTUAL HEIGHT: 22' (APPROXIMATION AT NORTH ELEVATION - TO TOP OF ROOF)

37' (APPROXIMATION AT CENTER ELEVATION - TO TOP OF ROOF)

ALLOWABLE STORIES: B OCCUPANCY: 3

(ABOVE GRADE) S-1 OCCUPANCY: 3

ACTUAL STORIES: 2 STORIES ABOVE GRADE ( PLUS ATTIC)

ALLOWABLE FLOOR AREA

PER TABLE 506.2: B OCCUPANCY: 27,000 SF

S-1 OCCUPANCY: 27,000 SF

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

30' OR GREATER OPEN SPACE = .75

ALLOWABLE AREA THIS STORY:

B OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF S-1 OCCUPANCY: Aa = 27,000 SF + (9,000 SF X .75) = 33,750 SF

MIXED OCCUPANCY FACTOR: 1,189 SF/33,750 SF = .06

493 SF/33,750 SF = .01

TOTAL = .07 = LESS THAN 1

ACTUAL BUILDING AREA: 19,270 GSF

OCCUPANCY CALCS: B OCCUPANCY: 1,189 SF/150 = 7.93

S-1 OCCUPANCY: 493 SF/300 = 1.64

UTILITY OCCUPANCY: 1,132 SF/300 = 3.77

TOTAL FLOOR OCCUPANCY: 13.04 = 14

OCCUPANCY CALCS : 2ND FLOOR:

(EXITING WIDTH) 14 * .15 = 2.1"

(STAIR WIDTH) 14 * .20 = 2.8"

REQUIRED EGRESS CORRIDOR WIDTH: 44"

REQUIRED STAIR WIDTH: 36" (LESS THAN 50 OCCUPANTS)

ACTUAL EGRESS CORRIDOR WIDTH (NARROWEST): 44"

ACTUAL STAIR WIDTH: 52"

NOTE:

THE MAXIMUM POPULATION OF RESIDENCE IS CURRENTLY CONTRACTUALLY LIMITED TO LESS THAN 245.

GROUP S-2 OCCUPANCY - LOW

HAZARD STORAGE

GROUP B OCCUPANCY - BUSINESS

LEGEND:

GROUP A-3 OCCUPANCY - ASSEMBLY

(1) HOUR WALL CONSTRUCTION (NEW WALL

CONSTRUCTION)

GROUP S-1 OCCUPANCY - MODERATE

STORAGE

UNASSIGNED OCCUPANCY - MECHANICAL/

ELECTRICAL/UTILITY

EXISTING STONE WALL; RATING UNKNOWN

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

AS-001

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

Fi na l L S v er si on

.p ln

VICINITY MAP

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

N

FORT LYON

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

AS-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

Fi na l L S v er si on

.p ln

Building Location Plan

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

C S

TR

EE

T

D S

TR

EE

T

G S

TR

EE

T

E

ST

R

EE

T

F

ST

R

EE

T

GATE ROAD

FIRST STREET

508 302

233/

BALL FIELD

BULL BARN

IMPLEMENT BARN

RED BARN

DAIRY BARN

PHEASANT FARM

HWY 15

BLDG-514

SW WELL #5

GATE HOUSE

WELL NO. 22

Hardwater Irrigation

KIT CARSON

CHAPEL

PUMPHOUSE

Hardwater Irrigation

225 223

SECOND STREET

THIRD STREET

B S

TR

EE

T

CO

U

N

TY

RO

A

D H

H

ABANDONED

FIRING RANGE

No #

GATE ROAD

CEMETERY

ABOVE GROUND

HARD WATER

RESERVOIR

BLDG-387

SW WELL #2

BLDG-142

BLDG-144

BLDG-143

BLDG-385

BLDG-386

PROPOSED CEMETERY EXPANSION

LO

V

ER

S

LA

N

E

NORTHEAST ROAD

A S

TR

EE

T

UNDERGROUND

SOFT WATER

RESERVOIR

AT GROUND

HARD WATER

RESERVOIR

BUS STOP -

NO NUMBER

SMOKING PAVILION-

NO NUMBER

HARD WATERBLDG - NO NUMBER

524Oxidation Ditch No Number

Clarifier #2 No Number

Pavilion No Number

Pavilion No Number

Playground No Number

5A

BUS STOP -

NO NUMBER

Helipad

VALVE BLDG -NO NUMBER

STORAGE BLDG #2 -NO NUMBER

TRAILER BLDG -NO NUMBER

STORAGE BLDG #1-

NO NUMBER

STORAGE BLDG #3-NO NUMBER

PAVILION BLDG -NO NUMBER

ELECTRICAL SUBSTATION

NO NUMBER

MAIN GATE

TENNIS COURTS -

NO NUMBER

STORM WATER LAGOON

BUS STOP -

NO NUMBER

STORAGE BLDG -

NO NUMBER

SW WELL #11

HW WELL #249

SW WELL #10

SW WELL #1

HW WELL #397

HW WELL #396

FUEL TANK -

NO NUMBER

PROPERTY LINE

PROPERTY LINE

Headgate for West side irrigation

Headgate for East side irrigation

IRRIGATION DITCH

Blackford Property

N

NOT TO SCALEA1 Site Plan

PROJECT LOCATION

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

AS-003

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

Fi na l L S v er si on

.p ln

Survey/Plat Map

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

9/21/2023

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

PROJECT NUMBER: 2021-035M21/HB 1408

SCALE: 1:0.51A1 Ft Lyon deed site plan 2015 exhibit B

CONSULTANTS

PROJECT NO: FORT LYON LS-401-2021

MODEL FILE:

Fort Lyon Bldg 401 Final LS version2 24.pln

DRAWN BY: TAD

COPYRIGHT:

A-101

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

Fi na l L S v er si on

.p ln

1ST FLOOR DEMO PLAN

Fort Lyon Life Safety Corrections - Building

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

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

719 358 8208

FORT LYON, CO

12/9/2022

3/23/2023 CODE COMMENT REVISIONS

4/13/23 ISSUED FOR STATE REVIEW

5/16/23 ISSUED FOR STATE REVIEW

5/25/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/2023

6/9/23 ISSUED FOR STATE REVIEW

7/19/23

ISSUED FOR CODE

CONSULTANT REVIEW

8/23/23

ISSUED FOR CODE

CONSULTANT REVIEW

9/21/23

ISSUED FOR BIDS

ISSUED FOR CODE

CONSULTANT REVIEW

PROJECT NUMBER: 2021-035M21/HB 1408

110A

UP

UP

106A

103A

140141143145

127A

106 112131

28 25 25

EQ EQEQ EQ

fire control center

FEX

UTILITY

A: 296 sq ft

VESTIBULE

A: 59 sq ft

RISER ACCESS

A: 98 sq ft

RESTRM

A: 109 sq ft

RESTRM

A: 130 sq ft

VESTIBULE

A: 114 sq ft

VESTIBULE

A: 153 sq ft

EXERCISE RM

A: 835 sq ft

BASKETBALL COURT

A: 3,038 sq ft

VESTIBULE

A: 68 sq ft

RESTRM

A: 61 sq ft

UTILITY

A: 123 sq ft

OFFICE

A: 333 sq ft

UTILITY

A: 41 sq ft

GAME RM

A: 1,026 sq ft

STORAGE

A: 255 sq ft

VESTIBULE

A: 277 sq ft

VESTIBULE

A: 95 sq ft

BREAKOUT RM

A: 181 sq ft

VESTIBULE

A: 262 sq ft

VESTIBULE

A: 87 sq ft

MEETING ROOM

A: 3,048 sq ft

FLOOR AREA

A: 16,210 sq ft

VESTIBULE

A: 104 sq ft

OFFICE

A: 152 sq ft

ARTS AND CRAFTS

A: 835 sq ft

VESTIBULE

A: 121 sq ft

RESTRM

A: 134 sq ft

RESTRM

A: 222 sq ft

CRAWLSPACE ACCESS

A: 74 sq ft

REPAIR SHOP

A: 452 sq ft

REPAIR SHOP

A: 669 sq ft

EXERCISE RM

A: 306 sq ft

UTILITY

127A A: 12 sq ft

RESTRM

A: 47 sq ft

BREAKOUT RM

A: 217 sq ft

UTILITY

A: 36 sq ft

STORAGE

A: 195 sq ft

UTILITY

145A A: 202 sq ft

RESTRM

126A A: 86 sq ft

UTILITY

126B A: 20 sq ft

UTILITY

115A A: 26 sq ft

STORAGE

117A A: 196 sq ft

SCALE: 1/8" = 1'-0"A1 1st FLOOR DEMO PLAN

REMOVE EXISTING KNOB HARDWARE.

NOT USED

REMOVE EXISTING PLUMBING FIXTURE (WATER CLOSET, URINAL,

SHOWER OR SINK); CAP ALL ABANDONED PLUMBING LINES AS

REQUIRED; PATCH AND PAINT WALLS AS REQUIRED.

NOT USED

NOT USED

NOT USED

NOT USED

REMOVE EXISTING HARDWARE

NOT USED

REMOVE DOOR AND FRAME.

NOT USED

NOT USED

EXISTING PLUMBING FIXTURE TO REMAIN.

REMOVE EXISTING COUNTER AND ANY ASSOCIATED CABINETRY.

REPAIR WALL SURFACES AS REQUIRED, MATCHING EXISTING

FINISH

NOT USED

REMOVE EXISTING STAIRS AND RAISED FLOOR.

NOT USED

EXISTING DRINKING FOUNTAIN TO BE REMOVED. SEE NOTE #2

FOR ADDITIONAL INFORMATION RE: REPLACEMENT

EXISTING RAISED FLOOR TO REMAIN; PROTECT DURING

CONSTRUCTION

REMOVE EXISTING DOOR AND FRAME; STORE FOR POTENTIAL

REUSE

REMOVE/RELOCATED EXISTING DOOR AND FRAME; REMOVE

EXISTING KNOB HARDWARE

REMOVE/RELOCATED EXISTING DOOR AND FRAME; REMOVE

EXISTING KNOB HARDWARE;

REMOVE EXISTING HARDWARE.

REMOVE ALL FLAMMABLE OBJECTS CURRENTLY STORED UNDER

STAIRWAY

REMOVE WALL MOUNTED BOARD COVERING WINDOWS

RELOCATE DOOR, FRAME AND HARDWARE TO ADJACENT WALL.

EXISTING COUNTER TO REMAIN. PROTECT DURING

CONSTRUCTION

REMOVE EXISTING BABY CHANGING STATION; REPLACE WITH NEW

UNIT PER ELEVATIONS AND PLANS

REMOVE WALL PLASTER AND WIRE MESH. INSTALL NEW 5/8" FR

GYP BOARD (PAINTED FINISH)

REMOVE EXISTING HANDRAIL; INSTALL NEW 1 1/2" STAINED WOOD

HANDRAIL 36" FROM FRONT EDGE OF STAIR TREAD; EXTEND 12"

PLUS THE WIDTH OF ONE TREAD AT THE LOWER LEVEL (WRAP

AROUND CORNER AS REQUIRED) AND 12" AT THE UPPER LEVEL;

BOTH SIDES OF STAIR

NOT USED

RELOCATE EXISTING WATER CLOSET AND GRAB BARS PER

ELEVATIONS AND PLAN

EXISTING DOOR AND HARDWARE TO REMAIN - PROTECT DURING

CONSTRUCTION

NOT USED

REMOVE DOOR AND FRAME. REINSTALL DOOR WITH REVERSED

SWING AND DIRECTION PER PLAN - DOOR #142.

REMOVE DOOR AND FRAME. REINSTALL DOOR WITH REVERSED

SWING AND DIRECTION PER PLAN - DOOR #106.

REMOVE EXISTING DOOR (WITH HARDWARE) AND FRAME; INSTALL

DOOR (WITH LEVER HARDWARE) AND FRAME AT DOOR #141A

REMOVE EXISTING KNOB HARDWARE

NOT USED

EXISTING FLOOR DRAIN - PROTECT DURING CONSTRUCTION

NOT USED

REMOVE DOOR AND FRAME. REINSTALL DOOR WITH REVERSED

SWING AND DIRECTION PER PLAN - DOOR #126. REMOVE EXISTING

LEVER SET

FEX

FEX/R

FEC

FEC/R

EXISTING FIRE EXTINGUISHER CABINET

EXISTING FIRE EXTINGUISHER CABINET TO BE

REMOVED; STORE FOR POTENTIAL REUSE

EXISTING PORTABLE FIRE EXTINGUISHER

EXISTING PORTABLE FIRE…