Appendix H2 - BLDG 5 Bid Documents.pdf

MARK DATE DESCRIPTION

SHEET TITLE

CONSULTANTS

PROJECT NO: FORT LYON LS-5-2021

MODEL FILE:

Fort Lyon Bldg 5 - life safety V2.pln

DRAWN BY: TAD

G-001

A

B

C

D

E

ISSUE DATE: 9 DECEMBER 2022

/U se rs /ta du ke

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Fi le s/ Fo rt Ly on B ld g

- l ife s af et y V

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COVER SHEET

Fort Lyon Life Safety Corrections - Building

5/5A

Bent County, CO

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

725 Bent Avenue Las Animas, CO

81054

Fort Lyon, CO

MEP Engineering:

McShea Consulting LLC

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

719 358 8208

12/9/22 ISSUED FOR PERMIT AND

PRICING

PROJECT NUMBER: 2021-035M21/HB 1408

3/21/23 CODE REVIEW COMMENTS

5/15/23 CODE REVIEW COMMENTS

7/10/23 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 5/5A

CONSULTANTS

PROJECT NO: FORT LYON LS-5-2021

MODEL FILE:

Fort Lyon Bldg 5 - life safety V2.pln

DRAWN BY: TAD

G-002

A

B

C

D

E

ISSUE DATE: 9 DECEMBER 2022

/U se rs /ta du ke

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

Fi le s/ Fo rt Ly on B ld g

- l ife s af et y V

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NOTE SHEET

Fort Lyon Life Safety Corrections - Building

5/5A

Bent County, CO

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

725 Bent Avenue Las Animas, CO

81054

Fort Lyon, CO

MEP Engineering:

McShea Consulting LLC

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

719 358 8208

12/9/22 ISSUED FOR PERMIT AND

PRICING

PROJECT NUMBER: 2021-035M21/HB 1408

3/21/23 CODE REVIEW COMMENTS

5/15/23 CODE REVIEW COMMENTS

7/10/23 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 11

Building 5

Approximately 10,115 sq. ft. of various colored/patterned ACM sheet vinyl floor coverings exist throughout various locations of the building, (see drawings for locations), (10-25% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor marks and wearing.

Approximately 13,892 sq. ft. of various colored/patterned, 9” x 9” and 12” x 12” ACM floor tiles and associated adhesives exist throughout various locations of the building, (see drawings for locations), (6-10% 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 300 l.f. of ACM construction caulking exists on all exterior seams and joints of the building, (see drawings for locations), (25% Chrysotile). The material was in good condition at the time of this inspection exhibiting only minor weathering damage.

Non-friable caulking materials can be managed in place under the facilities Operations and Maintenance Program. Damaged caulking should be properly abated by a State of Colorado licensed General Abatement Contractor.

Approximately 3,000 l.f. of ACM Thermal Systems Pipe Insulation exists throughout the building, (see drawings for locations), (70% Chrysotile). This material was in good to poor condition at the time of this inspection. GHP inspected/assessed only those materials that were accessible. Access panels were not available for performing a thorough survey of pipe insulation inside wall cavities and/or pipe chases. Pipe insulation inside walls/pipe chases should be assumed to be asbestos containing until determined otherwise. GHP determined that fiberglass insulation is obscuring remnant TSI on pipes. All fiberglass insulation should be assumed to be covering ACM material.

Personal protective equipment should be worn by those entering wall cavities/pipe chases. Isolate the areas surrounding pipe chases when performing routine maintenance in these areas. Damaged material should be repaired immediately.

Approximately 8,000 l.f. of ACM baseboard adhesives exist throughout the building, (see drawings for locations), (2% Chrysotile). This material was in good condition at the time of this inspection. This material should be managed following the facilities Operation & Maintenance Program. The material should be properly abated by a State of Colorado licensed General Abatement Contractor prior to renovation or if the material becomes damaged.

Asbestos Inspection Report Page 12

Approximately 6,000 sq. ft. of ACM tar impregnated roofing materials and flashing materials exist on the roof, (see drawings for locations), (25% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor weathering damage. Non-friable tar impregnated roofing materials are not regulated by the EPA or State of Colorado provided that the materials are well maintained and remain non-friable during removal, replacement, or repair. This material can be repaired or replaced by properly trained personnel (OSHA training) provided that the material is not cut, sanded, grinded, or abraded using mechanical means.

Sample Number Material and Location Asbestos Content B-06505.01-01 Gypsum with joint compound – Sample acquired from Building 5, electrical rm. 405, right hand side of doorway, four feet up from floor.

None Detected

B-06505.01-02 Plaster/lathe wall - Sample acquired from Building 5 old laboratory, 4th floor room 402, above ceiling tile, two feet up from ceiling tile.

None Detected

B-06505.01-03 Marble pattern sheet vinyl – Sample acquired from Building 5 north-south hallway, adjacent to room 402.

25% Chrysotile

B-06505.01-04 Yellow insulation with vapor barrier mastic – Sample acquired from Building 5 in ceiling cavity on duct wrap, outside of room 401 above ceiling tile.

None Detected

B-06505.01-05 2’x2’ beige ceiling tile – Sample acquired from Building 5 in room 408, two feet in from doorway and six feet in from wall.

None Detected

B-06505.01-06 2’x2’ white ceiling tile – Sample acquired from Building 5 in room 401B from northwest corner.

None Detected

B-06505.01-07 Yellow carpet adhesive – Sample acquired from Building 5 room 401, from threshold in lobby.

None Detected

B-06505.01-08 Vapor barrier mastic – Sample acquired from Building 5 pipe run in southeast wing of attic.

None Detected

B-06505.01-09 Vapor tape – Sample acquired from Building 5 on duct in south east attic, ten feet in from door and two feet east.

None Detected

B-06505.01-10 12”x12” floor tile with dark brown and white specs – Sample acquired from Building 5 in hallway adjacent to door 403.

10% Chrysotile in tile

B-06505.01-11 Beige 12”x12”-floor tile – Sample acquired from Building 5 in threshold adjacent to room 402.

None Detected

B-06505.01-12 Red 9”x9” floor tiles – Sample acquired from Building 5 on 4th floor north stairwell landing.

10% Chrysotile in tile

B-06505.01-13 White wall filler – Sample acquired from Building 5 in room 403c 4th floor, located in ceiling four feet in from east wall.

None Detected

B-06505.01-14 Yellow insulation - Sample acquired from Building 5 elevator mechanical room 500A air handler unit at base of stairs south side.

None Detected

B-06505.01-15 Brown insulation – Sample acquired from Building 5 around pipe of air handler, center of room at west side.

None Detected

B-06505.01-16 Air filter – Sample acquired from Building 5 outside of gym locker lying on floor, north side of machine room.

None Detected

B-06505.01-17 Silver painted tar – Sample acquired on roof of Bldg 5 on east side of vent.

25% Chrysotile

B-06505.01-18 Tar paper – Sample acquired from Building 5 under ceramic roof tiles east side of pitched roof, three tiles up and six tiles in.

None Detected

B-06505.01-19 Brown caulking – Sample acquired from Building 5 inside of metal vent at bottom of 2nd landing from pitched roof.

25% Chrysotile

B-06505.01-20 White and beige 2x4 ceiling tile – Sample acquired from Building 5, 3rd floor in room 351, north wall.

None Detected

B-06505.01-21 Wall plaster/paint – Sample acquired from Building 5, 3rd floor, room 351 at north wall in ceiling.

None Detected

Asbestos Inspection Report Page 13

B-06505.01-22 Off white 12x12 tile – Sample acquired from Building 5, 3rd floor, north side hallway outside room 348.

10% Chrysotile in adhesive 5% in tile

B-06505.01-23 Yellow and white sheet vinyl – Sample acquired from Building 5 in north side hallway at threshold of room 349.

20% Chrysotile

B-06505.01-24 2’x2’ off white ceiling tile – Sample acquired from Building 5 in main hallway running north and south adjacent to room 301.

None Detected

B-06505.01-25 White blotched 12”x12” floor tiles – Sample acquired from Building 5 under drinking fountain. South side of main hallway that runs north and south.

None Detected

B-06505.01-26 Plaster with paint – Sample acquired from Building 5, 3rd floor, southeast side of hallway where it makes a T, runs north and south at nurses’ station.

None Detected

B-06505.01-27 Tan sheet vinyl – Sample acquired from Building 5 in closet of room 301.

None Detected

B-06505.01-28 Dark grey 12”x12” floor tile – Sample acquired from Building 5 at fire doors adjacent to room 301.

None Detected

B-06505.01-29 Blue 12”x12” floor tile – Sample acquired from Building 5, 2nd floor at elevator lobby.

None Detected

B-06505.01-30 Gypsum with joint compounds – Sample acquired from Building 5, 2nd floor, room 225 at southeast corner.

None Detected

B-06505.01-31 Grey colored base cove with yellow adhesives – Sample acquired from Building 5, second floor, adjacent to north stairwell.

None Detected

B-06505.01-32 White TSI - Sample acquired from Building 5 on pipe elbow above ceiling, west side at column in north hallway, second floor.

70% Chrysotile

B-06505.01-33 4”x4” ceramic white tile – Sample acquired from Building 5 above ceiling, west side wall in north hallway, second floor.

None Detected

B-06505.01-34 Wall plaster with paint – Sample acquired from Building 5, room 239 at north wall.

None Detected

B-06505.01-35 Tan tile with mastic – Sample acquired from Building 5 at stair riser in basement of north stairwell.

6% Chrysotile in tile

B-06505.01-36 Wall plaster with paint – Sample acquired from Building 5 in south stairwell, 1st floor, located at west wall, four feet in from doorway, five feet up from floor.

None Detected

B-06505.01-37 Block mortar – Sample acquired from Building 5 in plumbing chase in room 208 on second floor.

None Detected

B-06505.01-38 Wall plaster – Sample acquired from Building 5 south hallway medical clinic above room 113, located in ceiling cavity from door, five feet up from ceiling.

None Detected

B-06505.01-39 Black mastic – Sample acquired from Building 5 under carpet in medical break room 118, taken from threshold in room 118.

6% Chrysotile

B-06505.01-40 Brown base cove with adhesive – Sample acquired from Building 5 outside of room 101, adjacent to south side of door way.

None Detected

B-06505.01-41 Black mastic – Sample acquired from Building 5 under carpet seam at doorway 126.

7% Chrysotile

B-06505.01-42 Wall Plaster with paint – Sample acquired from Building 5 basement in room 33, located on the northeast side of room above ceiling tile at chase.

None Detected

B-06505.01-43 Wall Plaster with paint – Sample acquired from Building 5 basement in communications room #11 at north wall, ten feet from east wall, five feet up from floor.

None Detected

B-06505.01-44 2’x2’ off white ceiling tile – Sample acquired from Building 5 in warehouse hallway outside room 12.

None Detected

B-06505.01-45 TSI mudded fitting – Sample acquired from Building 5 under steel plate in floor outside room 31.

65% Chrysotile

Asbestos Inspection Report Page 14

B-06505.01-46 TSI mudded fitting – Sample acquired from Building 5 under steel plate on the north side of floor at warehouse.

65% Chrysotile

B-06505.01-47 12”x12” off white floor tile – Sample acquired from Building 5 in basement, room 31 at northwest corner.

10% Chrysotile in adhesive 7% in tile

B-06505.01-48 Gypsum board with joint compounds – Sample acquired from Building 5, room 130, at northeast wall corner, four feet up from floor.

None Detected

B-06505.01-49 TSI mudded fitting – Sample acquired from Building 5 on pipe elbow in northwest corner of electrical room 341.

65% Chrysotile

B-06505.01-50 TSI mudded fitting – Sample acquired from Building 5 on pipe elbow in restroom 32 north side of the basement.

None Detected

B-06505.01-51 Wood grain patterned sheet vinyl – Sample acquired from Building 5 at threshold of 5A doorway.

None Detected

B-06505.01-52 Wall plaster – Sample acquired from Building 5 adjacent to 5A doorway above ceiling grid.

None Detected

B-06505.01-53 Gypsum board with joint compounds – Sample acquired from Building 5 in room 147 at southeast wall, ten feet up from floor.

None Detected

B-06505.01-54 Gypsum board with joint compounds – Sample acquired from Building 5 in room 146 at northwest, six inches up from top of counter.

None Detected

B-06505.01-55 White fibrous wallpaper – Sample acquired from Building 5 in room 146 at southwest corner of room.

None Detected

B-06505.01-56 Tan base cove with yellow adhesives – Sample acquired from Building 5 in room 147 at threshold from north side hallway.

None Detected

B-06505.01-57 Grey speckled sheet vinyl – Sample acquired from Building 5 in closet of room 147.

None Detected

B-06505.01-58 Grey and white sheet vinyl – Sample acquired from Building 5, room 148, at threshold.

20% Chrysotile

B-06505.01-59 Grey white marbled 12x12 floor tile – Sample acquired from Building 5 access panel in north hallway, east side, adjacent to room 147 and 148.

7% Chrysotile in adhesive, 4% in tile

B-06505.01-60 Gypsum board with joint compounds – Sample acquired from Building 5 in room 152 at northwest wall, two feet in from north wall and two feet out from floor.

None Detected

B-06505.01-61 Wall plaster – Sample acquired from Building 5, 3rd floor, adjacent from room 356 in north hallway at south wall, two feet up from wall.

None Detected

See GHP report 06505.06-Building 5 Partial Abatement (Mechanical Room).

Abatement Project included Building 5 Mechanical Room (Room #10). Abatement Contractor (AC) erected a “gross removal” enclosure that encompassed/abated the three tanks present, (approximately 720 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 325 l.f. of 4”-10” OD TSI).

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

See GHP report 06505.20-Building 5 Partial Abatement (3rd Floor South Wing Medical Area and First Floor Clinic). This abatement project was done by DLM Inc. during the time of May 27th, 2009 through July 30th, 2009. Abatement Project included Building 5, 3rd Floor South Wing Medical Area and First Floor Clinic; Abatement Contractor (AC) removed all carpeted floor surfaces and subsequent obscured ACM floor tiles/adhesives in Building Five’s First Floor Clinic, (approximately 3,200 sq. ft.) and removed approximately 500 sq. ft. ACM sheet vinyl flooring/adhesives where possible and were

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

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

NOTES:_________________________________________________________________

Building 6

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

Approximately 10,250 sq. ft. of various colored/patterned, 9” x 9” and 12” x 12” ACM floor tiles and associated adhesives exist throughout various locations of the building, (see drawings for locations), (see drawings for locations), (5-30% Chrysotile). This material was in good condition at the time of this inspection exhibiting only minor breakage and wearing.

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

Approximately 3,000 l.f. of ACM baseboard adhesives exist throughout the building, (see drawings for locations), (2% Chrysotile). This material was in good condition at the time of this inspection. This material should be managed following the facilities Operation & Maintenance Program. The material should be properly abated by a State of Colorado

SCALE: 1:1.17A2 GOBBELL HAYES ACM REPORT

SCALE: 1:1.17A3 GOBBELL HAYES ACM REPORT

SCALE: 1:1.17A4 GOBBELL HAYES ACM REPORT

SCALE: 1:1.16A5 GOBBELL HAYES ACM REPORT

SCALE: 1:1.16A6 GOBBELL HAYES ACM REPORT

GENERAL NOTES

CONSTRUCTION TYPE: NON CONFORMING IIB, SPRINKLERED

INTERIOR FINISH FIRE RATING:

OCCUPANCY EXIT ENCLOSURES CORRIDORS INTERIOR ROOMS

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

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

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

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

FIRE RESISTANCE RATING (HOURS):

PRIMARY STRUCTURAL FRAME: 0

EXTERIOR BEARING WALLS: 0

INTERIOR BEARING WALLS: 0

INTERIOR NON BEARING WALLS: 0

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS: 0

ROOF CONSTRUCTION AND

SECONDARY MEMBERS: 0

CODE REQUIREMENTS

Partition 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

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.

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

26. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE

THE EXISTING CONDITIONS WHICH MAY AFFECT THE COMPLETION OF

THE PROJECT IN ACCORDANCE WITH THE CONSTRUCTION

DOCUMENTS. NOTIFY THE ARCHITECT IF EXISTING CONDITIONS VARY

SUCH THAT IMPLEMENTATION OF THE DOCUMENTS WILL ADVERSLY

AFFECT THE PROJECT COST OR PROJECT SCHEDULE.

27. NOT USED.

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

DRAWINGS INDICATING ALL VARIANCES BETWEEN ORIGINAL

APPROVED CONSTRUCTION DOCUMENTS AND ACTUAL COMPLETED

CONSTRUCTION.

33. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION

ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN

GENERAL NOTES, THEN THERE CONSTRUCTION SHALL BE OF THE

SAME CHARACTER AS FOR SIMILAR CONDITIONS.

34. ARCHITECT AND OWNER SHALL INSPECT THE PROJECT TO

VERIFY STATUS OF COMPLETION WITH REASONABLE PROMPTNESS

AFTER NOTIFICATION BY CONTRACTOR.

35. CONTRACTOR TO PROVIDE ALL CIVIL, ELECTRICAL, AND

MECHANICAL ASSOCIATED WITH THE DESIGN INTENT SHOWN

ON THE ARCHITECTURAL AND ENGINEERING DRAWINGS

30. CONTRACTOR SHALL MAINTAIN REQUIRED DOCUMENTS AND UP

TO DATE CONSTRUCTION PLANS ON THE JOB SITE.

31. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL

CLEANING PRIOR TO TURNING THE SPACE OVER TO THE OWNER.

CLEANING SHALL INCLUDE, 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.

GENERAL NOTES GENERAL NOTES

Partition Type 3: 4" metal stud (Clark Dietrich ProStud

20) @ 24" O.C. from floor to top of opening or adjacent wall; provide 5/8" type X gyp board at both sides. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall

Partition Type 5: 4" metal stud (Clark Dietrich ProStud

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

provide 5/8" type X gyp board at both sides. Total wall thickness = 5 1/4" (1) hour rated - UL Des U419

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

20) @ 24" O.C. from floor to top of opening or underside of structure 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 = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall.

(1) hour rated - UL Des U419

DRAWING LISTING

ARCHITECTURAL DRAWINGS:

SHEET # NAME

G-001 COVER SHEET

G-002 NOTE SHEET

G-003 PLUMBING FIXTURE CALCULATIONS

G-004 BASEMENT LEVEL CODE STUDY PLAN

G-005 1ST FLOOR CODE STUDY PLAN

G-006 2ND FLOOR CODE STUDY PLAN

G-007 3RD FLOOR CODE STUDY PLAN

G-008 4TH FLOOR CODE STUDY PLAN

G-009 5TH FLOOR CODE STUDY PLAN

AS-001 VICINITY PLAN

AS-002 LOCATION PLAN

AS-003 SURVEY/PLAT MAP

A-101 BASEMENT DEMO PLAN

A-102 1ST FLOOR DEMO PLAN

A-103 2ND FLOOR DEMO PLAN

A-104 3RD FLOOR DEMO PLAN

A-105 4TH FLOOR DEMO PLAN

A-106 BASEMENT FLOOR PLAN

A-107 1ST FLOOR PLAN

A-108 2ND FLOOR PLAN

A-109 3RD FLOOR PLAN

A-110 4TH FLOOR PLAN

A-111 ATTIC FLOOR PLAN

A-112 BASEMENT REFLECTED CEILING PLAN

A-113 1ST FLOOR REFLECTED CEILING PLAN

A-114 2ND FLOOR REFLECTED CEILING PLAN

A-115 3RD FLOOR REFLECTED CEILING PLAN

A-116 4TH FLOOR REFLECTED CEILING PLAN

A-117 ATTIC REFLECTED CEILING PLAN

A-201 INTERIOR ELEVATIONS

A-202 INTERIOR ELEVATIONS

A-203 INTERIOR ELEVATIONS

A-204 INTERIOR ELEVATIONS

A-401 ENLARGED PLANS

A-501 ACCESSORIES/ADA SIGNAGE MOUNTING

A-502 ACCESSORIES/ADA SHOWER SPEC

A-503 EDF SPECS

A-504 PHOTOS AND SPRINKLER SYSTEM DEFICIENCIES

A-505 SMOKE DETECTOR/FIRE ANNUNCIATOR SPECS

A-506 FIRE STOP DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-604 DOOR SCHEDULE

A-605 DOOR SCHEDULE

A-606 DOOR SCHEDULE

A-607 DOOR SCHEDULE

A-608 DOOR SCHEDULE

A-609 DOOR SCHEDULE

A-610 DOOR SCHEDULE

A-611 DOOR SCHEDULE

A-701 BASEMENT FINISH PLAN

A-702 1ST FLOOR FINISH PLAN

A-703 2ND FLOOR FINISH PLAN

A-704 3RD FLOOR FINISH PLAN

A-705 4TH FLOOR FINISH PLAN

A-706 ATTIC FINISH PLAN

A-707 FINISH SPECS

A-708 FINISH SPECS

NOTE: THERE IS NO DEMOLITION IN THE ATTIC AND NO ATTIC DEMOLITION

PLAN HAS BEEN INCLUDED IN THIS SET

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

M4.1 3RD FLOOR MECHANICAL PLAN

M5.1 4TH FLOOR MECHANICAL PLAN

P0.1 PLUMBING NOTES, SCHEDULES AND DETAILS

P1.1 BASEMENT PLUMBING PLAN

P2.1 1ST FLOOR PLUMBING PLAN

P2.2 1ST FLOOR PLUMBING PLAN

P3.1 2ND FLOOR PLUMBING PLAN

P4.1 3RD FLOOR PLUMBING PLAN

P5.1 4TH FLOOR PLUMBING PLAN

P6.1 5TH FLOOR PLUMBING PLAN

E0.1 ELECTRICAL NOTES AND SCHEDULES

E1.1 BASEMENT ELECTRICAL PLAN

E2.1 1ST FLOOR ELECTRICAL PLAN

E2.2 1ST FLOOR ELECTRICAL PLAN

E3.1 2ND FLOOR ELECTRICAL PLAN

E4.1 3RD FLOOR ELECTRICAL PLAN

E5.1 4TH FLOOR ELECTRICAL PLAN

E6.1 5TH FLOOR ELECTRICAL PLAN

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 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

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

DIAGONAL @ BASEMENT AND 1ST FLOOR = 345'

1/3 DIAGONAL = 115'

DISTANCE BETWEEN EXITS = 196'

DIAGONAL @ 2ND - 3RD FLOOR = 243'

1/3 DIAGONAL = 81'

DISTANCE BETWEEN EXITS = 200'

DIAGONAL 4TH FLOOR = 117'

1/3 DIAGONAL = 39'

DISTANCE BETWEEN EXITS = 126'

5TH FLOOR HAS ONLY ONE EXIT AND IS MECHANICAL

SPACE

TOTAL BUILDING AREAS:

BASEMENT: 22,391 GSF

1ST FLOOR: 22,391 GSF

2ND FLOOR: 16,037 GSF

3RD FLOOR: 16,019 GSF

4TH FLOOR: 3,950 GSF

5TH FLOOR: 1,850 GSF

PROJECT: BUILDING 5/5A CODE CORRECTIONS

FORT LYON, CO

APPLICABLE CODES:

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2020 NATIONAL ELECTRIC CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

ZONING: NOT APPLICABLE

SEISMIC ZONE: B

SCOPE OF WORK:

MODIFICATIONS TO HARDWARE AND RESTROOMS;

SOME WALL RELOCATIONS

TOTAL BUILDING AREA: 82,638 SF

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

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

Partition Type 14: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at both sides.

Total wall thickness = 4 7/8"; install 3 1/2" batt insulation from floor to top of wall. (1) hour rated - UL Des U419

PARTITION TYPES

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"

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.

23. ARCHITECTURAL SIGNAGE FOR TOILETS, EXITS, OTHER CODE

RELATED SIGNS NECESSARY SHALL BE FURNISHED AND INSTALLED

BY THE CONTRACTOR.

24. GENERAL CONTRACTOR SHLL PROVIDE ADEQUATE PROTECTION

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

25.GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS.

ANY DIMENSIONS SHOWN WHICH INDICATE AN EXISTING CONDITION

ARE APPROXIMATE AND SHOULD BE VERIFIED ON SITE.

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

SUBMITTAL REQUIREMENTS

Partition Type 12: 4" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at one side and

(1) layer of 5/8" type X USG Durock Brand Glass-Mat Tile Backerboard at Restroom side. Total wall thickness = 5 1/4"; install 3 1/2" batt insulation from floor to top of wall. (1) hour rated - UL Des U419

Partition Type 17: 3 5/8" metal stud (Clark Dietrich ProStud 20) @ 24" O.C. from floor to underside of structure; provide 5/8" type X gyp board at one side and

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

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

Total wall thickness = 3 1/8"

Partition Type 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" Sheetrock Brand Mold Tough Firecode X Panel at exposed side. Total wall thickness = 4 5/8"; install 3 1/2" batt insulation from floor to top of wall

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

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

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

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

THE FOLLOWING MATERIALS REQUIRE SUBMITTALS PRIOR TO

PROCUREMENT OR INSTALLATION:

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 REQUIREMENTSSUBMITTAL REQUIREMENTS

PARTITION TYPES

ACM NOTES

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

DISCOVER, LOCATE, HANDLE, REMOVE OR DISPOSE OF ANY

HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO: ASBESTOS,

ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB),

HYDROCARBONS OR ANY OTHER TOXIC SUBSTANCES. SHOULD THE

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

THE OWNER DISCOVER OR ENCOUNTER ANY HAZARDOUS

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

IMMEDIATELY AND PROCEED IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

2. ALL MATERIALS BEING REMOVED FROM THE SITE SHALL BE

TESTED FOR ACM PRIOR TO ANY DEMOLITION WORK. IF MATERIAL

TESTS POSITIVE FOR ACM (ASBESTOS CONTAINING MATERIALS),

AREA MUST BE CLEARED OF ALL ACM CONTAINING MATERIALS

AFFECTED BY CONSTRUCTION PRIOR TO DEMOLITION

OR CONSTRUCTION

3. ANY ABATEMENT OF ACM SHALL BE ACCOMPLISHED BY A

CONTRACTOR LICENSED BY THE STATE OF COLORADO

FOR ACM REMOVAL.

4. ALL ACM SHALL BE PROPERLY DISPOSED OF ACCORDING

TO REGULATIONS DEFINED BY THE STATE OF COLORADO

5. ALL MATERIAL BEING INSTALLED IN THE PROJECT,

INCLUDING GYP BOARD, JOINT COMPOUND, VINYL TILE,

SHEET VINYL, CEILING TILE, PLASTER, CARPET, BASE

ADHESIVE OR ANY OTHER MATERIAL BEING PROPOSED

SHALL BE TESTED FOR ACM. A REPORT SHALL BE GIVEN

TO THE OWNER INDICATING RESULTS OF ACM TESTING

CONSULTANTS

PROJECT NO: FORT LYON LS-5-2021

MODEL FILE:

Fort Lyon Bldg 5 - life safety V2.pln

DRAWN BY: TAD

G-003

A

B

C

D

E

ISSUE DATE: 9 DECEMBER 2022

/U se rs /ta du ke

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

Fi le s/ Fo rt Ly on B ld g

- l ife s af et y V

2.

pl n

PLUMBING FIXTURE

CALCULATIONS

Fort Lyon Life Safety Corrections - Building

5/5A

Bent County, CO

T.A. DUKE & ASSOCIATES, Inc.

4220 Brigadoon Lane

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

725 Bent Avenue Las Animas, CO

81054

Fort Lyon, CO

MEP Engineering:

McShea Consulting LLC

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

719 358 8208

12/9/22 ISSUED FOR PERMIT AND

PRICING

PROJECT NUMBER: 2021-035M21/HB 1408

3/21/23 CODE REVIEW COMMENTS

5/15/23 CODE REVIEW COMMENTS

7/10/23 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 CALCS - 1ST FLOORPLUMBING CALCS - BASEMENT PLUMBING CALCS - 2ND FLOOR PLUMBING CALCS - 3RD FLOOR PLUMBING CALCS - 4TH FLOOR PLUMBING CALCS - ATTIC

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

1ST FLOOR:

A-3 OCCUPANCY: 2,142 NSF/15 NSF = 142.8 OCCUPANTS

142.8 OCCUPANTS / 2 = 71.4 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 (CONFERENCE ROOM) MINIMUM REQUIRED FIXTURES:

71.4 OCCUPANT LOAD/125 OCCUPANTS PER WC = .571 MALE

71.4 OCCUPANT LOAD/65 OCCUPANTS PER WC = 1.098 FEMALE

71.4 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .357 MALE

71.4 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .357 FEMALE

B OCCUPANCY: 19,886 GSF/150 GSF = 132.573 OCCUPANTS

132.573 OCCUPANTS / 2 = 66.827 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:

66.827 OCCUPANT LOAD/25 OCCUPANTS PER WC = 2.673 MALE

66.827 OCCUPANT LOAD/25 OCCUPANTS PER WC = 2.673 FEMALE

66.827 OCCUPANT LOAD/40 OCCUPANTS PER LAV = 1.671 MALE

66.827 OCCUPANT LOAD/40 OCCUPANTS PER LAV = 1.671 FEMALE

U OCCUPANCY: 64 GSF/300 GSF = .213OCCUPANTS

.213 OCCUPANTS / 2 = .107 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

U MINIMUM REQUIRED FIXTURES:

.107 OCCUPANT LOAD/100 OCCUPANTS PER WC = .001 MALE

.107 OCCUPANT LOAD/100 OCCUPANTS PER WC = .001 FEMALE

.107 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .001 MALE

.107 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .001 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

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY.

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .571 B 2.673 U .001

TOTAL: 3.245 = 4 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 1.098 B 2.673 U .001

TOTAL: 3.772 = 4 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .357 B 1.671 U .001

TOTAL: 2.029 = 3 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 .357 B 1.671 U .001

TOTAL: 2.029 = 3 LAV

WC'S PROVIDED

WOMEN: 3

MEN: 3 + 1 URINAL

UNISEX: 2

LAV'S PROVIDED

WOMEN: 3

MEN: 3

UNISEX: 2

MOP SINKS PROVIDED = 2

NOTE: RESTROOM FIXTURE COUNT DOES NOT MEET REQUIREMENTS FOR

FACILITIES FROM BUILDING 6 OR BUILDING 5. SUBSTANTIAL REVISIONS

ARE REQUIRED IN ORDER TO ADD ADDITIONAL RESTROOM FACILITIES AND

IT IS RECOMMENDED THAT THESE CHANGES BE MADE DURING THE

TRAUMA INFORMED DESIGN PHASE. NO RESTROOMS ARE BEING DELETED

IN BUILDING 5 OR 6

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

2ND FLOOR:

A-3 OCCUPANCY: 828 NSF/15 NSF = 55.2 OCCUPANTS

55.2 OCCUPANTS / 2 = 27.6 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:

27.6 OCCUPANT LOAD/125 OCCUPANTS PER WC = .221 MALE

27.6 OCCUPANT LOAD/65 OCCUPANTS PER WC = .425 FEMALE

27.6 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.138 MALE

27.6 OCCUPANT LOAD/200 OCCUPANTS PER LAV =.138 FEMALE

B OCCUPANCY: 1,310 GSF/150 GSF = 8.73 OCCUPANTS

8.73 OCCUPANTS / 2 = 4.365 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: BUSINESS OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

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

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

THE REMAINDER THE REMAINDER THE REMAINDER

EXCEEDING 50 EXCEEDING 50 EXCEEDING 80

B MINIMUM REQUIRED FIXTURES:

4.365 OCCUPANT LOAD/25 OCCUPANTS PER WC = .175 MALE

4.365 OCCUPANT LOAD/25 OCCUPANTS PER WC = .175 FEMALE

4.365 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .109 MALE

4.365 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .109 FEMALE

I-1 OCCUPANCY: 11,279 GSF/120 GSF = 93.992 OCCUPANTS

NOTE: BUILDING 5 RESIDENCE AREAS ARE LIMITED TO MEN ONLY

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC LAVS

1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

93.992 OCCUPANT LOAD/10 OCCUPANTS PER WC = 9.399 MALE

93.992 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 9.399 MALE

U OCCUPANCY: 372 GSF/300 GSF = 1.24 OCCUPANTS

1.24 OCCUPANTS / 2 = .62 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

U MINIMUM REQUIRED FIXTURES:

.62 OCCUPANT LOAD/100 OCCUPANTS PER WC = .006 MALE

.62 OCCUPANT LOAD/100 OCCUPANTS PER WC = .006 FEMALE

.62 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .006 MALE

.62 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .006 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

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 46 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 .221 B .175 I-1 9.399 U .006

TOTAL: 9.801 = 10 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

A-3 .425 B .175 U .006

TOTAL: .606 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .138 B .109 I-1 9.399 U .006

TOTAL: 9.652 = 10 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

A-3 .138 B .109 U .006

TOTAL: .253= 1 LAV

WC'S PROVIDED (PUBLIC)

WOMEN: 0

MEN: 0

UNISEX: 1

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 0

MEN: 3

UNISEX: 0

WC'S PROVIDED (WITHIN SLEEPING ROOMS OR OFFICES)

WOMEN: 0

MEN: 13

UNISEX: 2

LAV'S PROVIDED (PUBLIC):

WOMEN: 0

MEN: 0

UNISEX: 1

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 0

MEN: 3

UNISEX: 0

LAV'S PROVIDED (WITHIN SLEEPING ROOM OR OFFICE)

WOMEN: 0

MEN: 13

UNISEX: 2

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 93.992

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

94/8 = 11.75 = 12 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 12

MOP SINKS PROVIDED = 2

NO RESTROOMS ARE BEING DELETED ON THE FLOOR. PUBLIC

RESTROOMS FOR MEN AND WOMEN WILL BE ADDED DURING THE TRAUMA

INFORMED DESIGN PHASE.

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

BASEMENT:

B OCCUPANCY: 6,133 GSF/150 GSF = 40.887 OCCUPANTS

40.887 OCCUPANTS / 2 = 20.444 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:

20.444 OCCUPANT LOAD/25 OCCUPANTS PER WC = .818 MALE

20.444 OCCUPANT LOAD/25 OCCUPANTS PER WC = .818 FEMALE

20.444 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .511 MALE

20.444 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .511 FEMALE

S-1 OCCUPANCY: 11,513 GSF/300 GSF = 38.38 OCCUPANTS

S-2 OCCUPANCY: 845 GSF/300 GSF = 2.817 OCCUPANTS

U OCCUPANCY: 1,477 GSF/300 GSF = 4.923 OCCUPANTS

(38.38 OCCUPANTS + 2.817 OCCUPANTS + 4.923 OCCUPANTS) / 2 =

23.06 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

S-2/U MINIMUM REQUIRED FIXTURES:

23.06 OCCUPANT LOAD/100 OCCUPANTS PER WC = .231 MALE

23.06 OCCUPANT LOAD/100 OCCUPANTS PER WC = .231 FEMALE

23.06 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .231 MALE

23.06 OCCUPANT LOAD/100 OCCUPANTS PER LAV = .231 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 .818 S-1/U .231

TOTAL: 1.049 = 2 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .818 S-1/S-2/U .231

TOTAL: 1.049 = 2 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

B .511 S-1/S-2/U .231

TOTAL: .742 = 1 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .511 S-1/S-2/U .231

TOTAL: .742 = 1 LAV

WC'S PROVIDED

WOMEN: 4

MEN: 3 + 2 URINALS

UNISEX: 2

LAV'S PROVIDED

WOMEN: 2

MEN: 2

UNISEX" 2

THE MAXIMUM POPULATION OF RESIDENTS IS CURRENTLY

CONTRACTUALLY LIMITED TO LESS THAN 245 FOR THE ENTIRE FACILITY

MOP SINKS PROVIDED = 3

TOTAL FLOOR AREA = 22,391 GSF

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

3RD FLOOR:

A-3 OCCUPANCY: 2,199 NSF/15 NSF = 146.6 OCCUPANTS

PER IBC TABLE 2902.1: ASSEMBLY OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC LAVS

1/125 1/200

A-3 MINIMUM REQUIRED FIXTURES:

146.6 OCCUPANT LOAD/125 OCCUPANTS PER WC = 1.173 MALE

146.6 OCCUPANT LOAD/200 OCCUPANTS PER LAV = .733 MALE

B OCCUPANCY: 1,763 GSF/150 GSF = 11.753 OCCUPANTS

11.753 OCCUPANTS / 2 = 5.877 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:

5.877 OCCUPANT LOAD/25 OCCUPANTS PER WC = .235 MALE

5.877 OCCUPANT LOAD/25 OCCUPANTS PER WC = .235 FEMALE

5.877 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .147 MALE

5.877 OCCUPANT LOAD/40 OCCUPANTS PER LAV = .147 FEMALE

I-1 OCCUPANCY: 9.190 GSF/120 GSF = 76.58 OCCUPANTS

NOTE: BUILDING 5 RESIDENCE AREAS ARE LIMITED TO MEN ONLY

PER IBC TABLE 2902.1: INSTITUTIONAL OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC LAVS

1/10 1/10

I-1 MINIMUM REQUIRED FIXTURES:

76.58 OCCUPANT LOAD/10 OCCUPANTS PER WC = 7.658 MALE

76.58 OCCUPANT LOAD/10 OCCUPANTS PER LAV = 7.658 MALE

U OCCUPANCY: 573 GSF/300 GSF = 1.91 OCCUPANTS

1.91 OCCUPANTS / 2 = .955 OCCUPANT LOAD PER SEX

PER IBC TABLE 2902.1: STORAGE OCCUPANCY:

MINIMUM REQUIRED PLUMBING FIXTURES:

MALE WC FEMALE WC LAVS

1/100 1/100 1/100

U MINIMUM REQUIRED FIXTURES:

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

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

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

.955 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

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 46 RESIDENTS

ON THIS FLOOR

TOTAL NUMBER OF MALE WC REQUIRED:

A-3 1.173 B .235 I-1 7.658 U .010

TOTAL: 9.076 = 10 WC

TOTAL NUMBER OF FEMALE WC REQUIRED:

B .235 U .010

TOTAL: .245 = 1 WC

TOTAL NUMBER OF MALE LAVS REQUIRED:

A-3 .733 B .147 I-1 7.658 U .010

TOTAL: 8.548 = 9 LAV

TOTAL NUMBER OF FEMALE LAVS REQUIRED:

B .147 U .010

TOTAL: .157 = 1 LAV

WC'S PROVIDED (PUBLIC)

WOMEN: 2

MEN: 1 + 1 URINAL

UNISEX: 0

WC'S PROVIDED (NON-PUBLIC))

WOMEN: 0

MEN: 22 + 1 URINAL

UNISEX: 2

WC'S PROVIDED (WITHIN SLEEPING ROOMS OR OFFICES)

WOMEN:

MEN:

UNISEX:

LAV'S PROVIDED (PUBLIC):

WOMEN: 1

MEN: 1

UNISEX: 0

LAV'S PROVIDED (NON-PUBLIC):

WOMEN: 0

MEN: 22

UNISEX: 2

LAV'S PROVIDED (WITHIN SLEEPING ROOM OR OFFICE)

WOMEN: 0

MEN: 0

UNISEX: 0

SHOWER/TUB REQUIREMENTS I-1 OCCUPANCY:

TOTAL NUMBER OF POTENTIAL RESIDENTS =

I-1 OCCUPANTS 76.58 = 77

REQUIRED SHOWER UNITS = 1 SHOWER PER 8 RESIDENTS

77/8 = 9.625= 10 SHOWERS REQUIRED

TOTAL NUMBER OF SHOWER UNITS PROVIDED = 9

MOP SINKS PROVIDED = 2

NOTE: ADDITIONAL SHOWERS WILL BE ADDED DURING THE TRAUMA

INFORMED DEISGN PHASE

PLUMBING FIXTURES REQUIRED:

OCCUPANT LOAD CALCULATION:

4TH FLOOR:

A-3 OCCUPANCY: 1,765 NSF/15 NSF = 117.67 OCCUPANTS

117.67 OCCUPANTS / 2 = 58.835 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:

58.835 OCCUPANT LOAD/125 OCCUPANTS PER WC = .471 MALE

58.835 OCCUPANT LOAD/65 OCCUPANTS PER WC = .905…