2014273570_Snowden_Server_Rm_100pct_2025-02-21.pdf

W 4TH AVE

ALASKA COURT SYSTEM

SNOWDEN SERVER ROOM RENOVATION

820 W 4th Ave Anchorage, AK 99501 Phone: (907) 264-0514

Design Team:

Architectural, Mechanical, Electrical 3900 C Street, Suite 902 Anchorage, Alaska, 99503

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Project No. 2014273570

G-100

VICINITY MAP - ANCHORAGE, ALASKA

NTSSCALE:

PROJECT SITE

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G-100

LOCATION MAP

1" = 1000'SCALE:

100% DESIGN/PERMIT DOCUMENTS

SNOWDEN ADMINISTRATIVE

BUILDING

W 4TH AVE

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2014273570

2025.02.21

PROJECT INFORMATION:

AUTHORITY HAVING JURISDICTION: MUNICIPALITY OF ANCHORAGE

APPLICABLE BUILDING CODES: INTERNATIONAL BUILDING CODE (IBC) 2018

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018

INTERNATIONAL MECHANICAL CODE (IMC) 2018

UNIFORM PLUMBING CODE 2018

NATIONAL ELECTRICAL CODE 2020

CITY OF ANCHORAGE ADOPTED AMENDMENTS

PROJECT DESCRIPTION: THE SNOWDEN SERVER ROOM RENOVATION PROJECT

CONSISTS OF INTERIOR SCOPE AND EXTERIOR SCOPE.

INTERIOR SCOPE INCLUDES REMOVING AND

RELOCATING DOORS, REMOVING A WALL, INSTALLING

COOLING UNITS, ADDING A PREFABRICATED STAIR FOR

RAISED FLOOR ACCESS, REMOVING CEILINGS, AND

UPDATING FINISHES AND MATERIALS TO OPTIMIZE

FUNCTIONALITY AND MEET OPERATIONAL DEMANDS.

THE EXTERIOR SCOPE INCLUDES ADDING TWO ROOF

DRY COOLER UNITS.

G-100

TITLE SHEET, CODE

SHEET AND PROJECT

INDEX

SAA EJD GG

SHEET INDEX:

GENERAL

G-100 - COVER SHEET

ARCHITECTURAL

A-101 - DEMOLITION PLAN, NEW WORK PLAN, AND WALL TYPES

A-102 - EXISTING ROOF PLAN AND DETAILS

A-103 - RAMP, ACCESS FLOOR DETAILS AND ROOM FINISH SCHEDULE & SPECIFICATIONS

MECHANICAL

M-100 - LEGEND, ABBREVIATIONS, AND SCHEDULES

M-200 - HVAC AND FP DEMO PLAN

M-201 - HVAC ROOF DEMO PLAN

M-300 - HVAC AND FP PLAN

M-301 - HVAC ROOF PLAN

M-400 - SPECIFICATIONS

M-401 - SPECIFICATIONS

ELECTRICAL

E-001 - ELECTRICAL LEGEND

E-100 - ELECTRICAL PLAN

E-101 - LIGHTING PLANS

E-201 - POWER PLANS

E-202 - ELECTRICAL ROOF PLANS

E-203 - GROUNDING PLAN

E-301 - SYSTEMS PLANS

E-401 - RISER DIAGRAM AND PANEL SCHEDULES

E-501 - ELECTRICAL SPECIFICATIONS

XSECTION CUT

DETAIL

NOTE

WALL TYPE

DOOR NUMBER

GRID

ELEVATION

A1.0

A1.0

A5.8

A-102

A N1

SYMBOL LEGEND

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

FE

DOWN

CONF.

IS

COOLING

105BROOM

105A

SERVER

PROGRAMMERS

IS

FE

DOWN

CONF.

IS

COOLING

105BROOM

105A

SERVER

PROGRAMMERS

IS

4.5

5.5

4.5

5.5

KJI

CONF.

IS

COOLING

105B

ROOM

105A

SERVER

A-101

DEMOLITON PLAN

1/4"=1'-0"SCALE:

A-101

DEMOLITION PLAN,

NEW WORK PLAN

AND WALL TYPES

1/4" = 1'-0"

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Project No.:

Scale:

Revision:

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2014273570

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GENERAL NOTES

1. SEE MECHANICAL DRAWINGS FOR DEMOLITION OF PLUMBING

& FIXTURES, HEATING, & ALL RELATED SLAB REMOVAL FOR

UNDER-SLAB WORK.

2. SEE ELECTRICAL DRAWINGS FOR DEMOLITION OF LIGHT

FIXTURES, POWER, & OTHER RELATED REMOVAL WORK.

3. DIMENSIONS ARE TO GRID LINE (CENTER OF EXISTING

STRUCTURE), FACE OF STUD, & EDGE OF DOOR FRAME,

U.O.N. DIMENSIONS TO EXISTING IMPROVEMENTS ARE

APPROXIMATE. CONTRACTOR TO VERIFY EXISTING

DIMENSIONS AND EXISTING CONDITIONS.

4. SEE SHEETS A8.1 & A8.2 FOR ROOM FINISH SCHEDULE.

5. SEE SHEETS A8.3 & A8.4 FOR DOOR SCHEDULE, WINDOW &

RELITE TYPES.

6. SEE SHEET A2.11 FOR WALL TYPES.

7. INTERIOR WALLS ARE TO TERMINATE AT BOTTOM FLOOR

ABOVE.

8. ALL DOORS ARE LOCATED 6" FROM CORNER U.O.N.

DEMOLITION SHEET NOTES

DEMOLISH EXISTING WALL.

SALVAGE EXISTING DOOR FOR REINSTALLATION.

DEMOLISH EXISTING SUSPENDED ACOUSTIC CEILING GRID

AND SYSTEM. SALVAGE EXISTING LIGHT FIXTURES AND

MECHANICAL GRILLES AND DIFFUSERS, RETURN TO

OWNER.

PREPARE FLOORING FOR NEW RAISED FLOOR, SEE NEW

WORK PLAN.

DEMOLISH EXISTING GYPSUM BOARD LAYER. PREPARE

WALL FOR INSTALLATION OF ACOUSTIC INSULATION AND

RESILIENT CHANNEL. EXTEND WALL TO DECK. THIS WALL IS

UPGRADED TO MATCH WALL TYPE A.

REMOVE EXISTING FLOORING AND PREPARE CONCRETE

FLOOR FOR CONCRETE SEALER FINISH.

DEMO EXISTING DOOR, FRAME, AND ASSOCIATED

HARDWARE.

EXISTING DOOR TO REMAIN.

D1

NEW WORK SHEET NOTES

ACCESS TO THE 18" ELEVATED FLOOR SERVER ROOM 105A IS

PROVIDED BY MEANS OF PREFABRICATED STAIR, SEE SHEET

A-103 FOR DETAILS.

RELOCATED DOOR 105B. MAINTAIN EXISTING FIRE RATING AS

APPLICABLE.

RELOCATED DOOR 105A. COORDINATE HEIGHT OF

THRESHOLD WITH NEW ACCESS FLOORING SYSTEM AND

ACCESS STAIR.

NEW RAISED FLOORING SYSTEM. COORDINATE WITH

MECHANICAL AND ELECTRICAL EQUIPMENT FOR LOCATIONS

OF FLOOR VENTS AND ELECTRICAL EQUIPMENT.

IT RACKS, SEE ELECTRICAL.

NEW MECHANICAL COOLING EQUIPMENT, REFER TO

MECHANICAL.

CONTRACTOR TO VERIFY THAT WALL EXTENDS TO DECK

ABOVE. IF NOT, EXTEND WALL TO DECK TO MATCH.

EXTEND EXISTING WALL TO DECK TO MATCH WALL TYPE B.

D2

104A

105B

105B

105A

18'-0" - VIF 3'-4"

10'-4" - VIF

8"

VI

F

D2 D7

D1

A-101

NEW WORK PLAN

1/4"=1'-0"SCALE:

D3 D3

D3

D4

D4

D1

N1

A-102

A

A-102

B A

N2

N2

105B

A

N3

N3 105A

N4

N4

N

D5

D5

D5

D6

D6 D6

A-101

DOOR HEAD/JAMB DETAIL

1 1/2" = 1' - 0"SCALE:

A-101

SERVER ROOM SECTION

1/4" = 1' - 0"SCALE:

WALL TYPES

B

A

5/8" TYPE "X"

GYPSUM BOARD

3 5/8" METAL STUDS

AT 24" O.C. WITH

ACOUSTIC BATT

INSULATION

1/2" RESILIENT

CHANNEL AT 16" O.C.

5/8" TYPE "X"

GYPSUM BOARD

3 5/8" METAL STUDS

AT 24" O.C.

EXISTING DOOR AND

DOOR FRAME, SEE

KEYNOTE N2, N3

INSTALL NEW

HEADER FRAMING AS

REQUIRED FOR NEW

DOOR OPENING

WALL TYPE AS

SCHEDULED

A

N5

N5

(N8) EXTEND EXISTING WALL TO

ROOF DECK ABOVE. MATCH

EXISTING WALL TYPE AND

CONSTRUCTION. CONTRACTOR

TO FIELD VERIFY EXISTING

CONDITIONS.

NEW ACCESS FLOOR SYSTEM.

REFER TO MECHANICAL FOR

VENTILATION LOCATIONS IN

SERVER ROOM.

(D3) DEMOLISH EXISTING

ACOUSTIC CEILING GRID AND

SUPPORT STRUCTURE

EXTEND NEW WALL

CONSTRUCTION TO ROOF DECK

ABOVE.

CONTRACTOR TO PAINT

EXTENDED WALLS AND

UNDERSIDE OF ROOF DECK.

REFER TO ROOM FINISH

SCHEDULE.

2'- 8"

'-4

N

N6

N6

N6

N6

10'-4"

A

A

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

N1

D7

D8

N7

N8

N7N8

18'-0" - VIF

1'-6"

CLR

N6

D1

D1

D2

D8

D1

N8 D5N7

L

4.5

5.5

KJI

6.5

A B C D E F G H

A-102

EXISTING ROOF PLAN

AND DETAILS

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2014273570

2025.02.21

A-102

EXISTING ROOF PLAN

3/32"=1'-0"SCALE:

A-102

DRY COOLER CURB DETAIL

1 1/2"=1'-0"SCALE:

A-102

ROOF PENETRATION DETAIL

1 1/2"=1'-0"SCALE:

NEW WORK SHEET NOTES

NEW DRYCOOLER ROOFTOP MOUNTED UNITS, SEE

MECHANICAL.

DRYCOOLER GLYCOL LINES, SEE MECHANICAL.

NEW COOLER DEAD LOAD INCLUDING FLUID WEIGHT SHALL

NOT EXCEED 1,055 lbs. WEIGHT IS DISTRIBUTED EQUALLY

ACROSS UNIT SUPPORTS

N1

N1

N2

N2

GLYCOL LINES, REFER TO

MECHANICAL

HOSE CLAMP

PIPE BOOT W/ POURABLE SEALANT

SEAL PIPE BOOT TO EXISTING

EPDM ROOF MEMBRANE

TO MECHANICAL EQUIPMENT

SEAL EXISTING VAPOR RETARDER

TO PIPE INSULATION JACKET

PATCH AND REPAIR EXISTING

ROOF AS REQUIRED TO INSTALL

NEW PIPING. MAINTAIN EXISTING

WARRANTY.

NEW DRYCOOLER UNIT, SEE

MECHANICAL

DRYCOOLER MOUNTING FLANGE,

REFER TO MANUFACTURER FOR

MOUNTING INFORMATION

26 GA. METAL FLASHING

SEAL EXISTING VAPOR RETARDER

TO NEW ROOF EQUIPMENT CURB

PATCH AND REPAIR EXISTING

ROOF AS REQUIRED TO INSTALL

NEW PIPING. MAINTAIN EXISTING

WARRANTY.

4" METAL STUD AT 16" O.C. W/ 1/2"

FIRE TREATED PLYWOOD ON EACH

SIDE. FILL CAVITY WILL INSULTION.

" M

IN

EPDM ROOF MEMBRANE - SEAL

TO EXISTING ROOF SYSTEM

AND LAP UNDERNEATH

FLASHING FOR WATERTIGHT

CONNECTION

EXISTING ROOF STRUCTRE

N

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

EXISTING RTU TO REMAIN

EXISTING RELIEF GRAVITY

VENTILATOR AND CURB TO REMAIN

EXISTING EXHAUST FAN TO REMAIN

EXISTING ROOF DRAIN TO REMAIN,

TYP.

N3

N3

GENERAL NOTES

1. SEE MECHANICAL DRAWINGS FOR DEMOLITION AND ALL

RELATED ROOF WORK.

2. COOLER UNITS SHALL BE ALIGNED N-S, SEE MECHANICAL.

3. ALL EXISTING JOISTS SUPPORTING NEW EQUIPMENT HAVE A

4'-0" SPACING AND SPAN FROM GRID J TO GRID L (49FT SPAN).

4. SEE ELECTRICAL DRAWINGS FOR DEMOLITION AND ALL

RELATED ROOF WORK.

A-102

RAISED FLOOR SYSTEM DETAIL

1/2"=1'-0"SCALE:

EXISTING CONCRETE FLOOR.

REMOVE EXISTING FLOORING AND

SEAL CONCRETE BEFORE

INSTALLATION OF RAISED FLOOR

SYSTEM

AIR GRILLE - REFER TO

MECHANICAL DRAWINGS FOR

LOCATION RELATIVE TO

EQUIPMENT

HEIGHT ADJUSTABLE PEDESTAL

2'X2' ACCESS FLOOR PANEL

FLOOR PANEL SYSTEM STRINGER

FASTEN PEDESTALS TO CONCRETE

PER MANUFACTURER'S

RECOMMENDED SYSTEM

1' -6

SELF-TAPPING SCREWS

*NOTE: STEEL CHANNEL SHALL

RUN TO NEAREST EXISTING

JOINT BEYOND END OF CURB.

3/16 2

N1

N1

A-103

RAMP,ACCESS FLOOR

DETAILS AND ROOM

FINISH SCHEDULE

SAA EJD GG

Project No.:

Scale:

Revision:

Drawing No.

Title

Permit/Seal

C on su lta nt

Dsgn. Chkd. YYYY.MM.DDDwn.

Th e

C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

Re pr od uc tio n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

Th e C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

DO

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- a ny e rro rs or o m iss io ns sh al l b e re po rte d to

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2014273570

2025.02.21

STAIR TREAD

LANDING

TYPICAL SILLS

4'-0"

GUARDRAIL

TYPICAL ANGLE BRACING

2'-0" MIN.

2'-6" MAX.

2' -1

0" T

YP

H

AN

D R

AI

L

TOP OF RAIL

FLOOR WALL CEILING NOTES

ROOM NUMBER ROOM NAME MATERIAL BASE NORTH EAST SOUTH WEST

101 IS PROGRAMMERS EX. EX. EX. EX. EX. GWB/PT-1 EX. PATCH, REPAIR AND PAINT WALLS TO

MATCH EXISTING AFTER MODIFICATIONS

ARE COMPLETE

104 IS CONF. EX. RB-1 EX. EX. EX. GWB/PT-1 EX. PATCH AND REPAIR FLOORING FINISHES

AND EXISTING CEILING SYSTEM AFTER

INSTALLATION OF NEW COOING ROOM

105A SERVER ROOM SC/RFS -- GWB/PT-1 GWB/PT-1 GWB/PT-1 GWB/PT-1 EXPOSED/PT-2 PAINT EXTENDED WALLS AND NEWLY

EXPOSED CEILING

105B COOLING SC RB-1 GWB/PT-1 GWB/PT-1 GWB/PT-1 GWB/PT-1 EXPOSED/PT-2 PAINT NEWLY EXPOSED CEILING

A-103

PREFABRICATED ALUMINUM STAIR PLAN

1/2"=1'-0"SCALE:

1' -6

3'

-6

A-103

PREFABRICATED ALUMINUM STAIR SECTION

1/2"=1'-0"SCALE:

FINISH GENERAL NOTES

1. ALL FINISHES SHALL MATCH EXISTING UNLESS

OTHERWISE NOTED. ANY DISCREPANCIES OR

CHALLENGES IN SOURCING MATCHING FINISHES MUST

BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR

REVIEW AND APPROVAL PRIOR TO INSTALLATION.

FINISH SCHEDULE

MATERIAL FINISH SCHEDULE

EX. EXISTING TO REMAIN

RB-1 RUBBER BASE

MANUFACTURER: ROPPE

BASIS OF DESIGN: 700 SERIES

COLOR: 100 BLACK

SIZE: 6"

SC SEALED CONCRETE

MANUFACTURER: CONCRETE SEALERS USA

BASIS OF DESIGN: TS202 WB-25 (LOW GLOSS)

COLOR: CLEAR

SIZE: N/A

RFS RAISED FLOOR SYSTEM

MANUFACTURER: TECCRETE FLOOR ACCESS SYSTEM

BASIS OF DESIGN: 1250 LAMINATE PANELS

COLOR: STANDARD

SIZE: 24" X 24"

PT-1 PAINT - GYPSUM BOARD

MANUFACTURER: SHERWIN WILLIAMS

COLOR: MATCH EXISTING

PT-2 CEILING PAINT - GALVANIZED DECKING AND METAL JOISTS

MANUFACTURER: SHERWIN WILLIAMS

COLOR: WHITE

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

HANDRAIL SUPPORT

TOE GUARD

PER MANUF.

STAIR SYSTEM GENERAL NOTE

1. THE STAIR DRAWINGS REPRESENT THE BASIS OF

DESIGN. THE CONTRACTOR SHALL VERIFY FINAL

DIMENSIONS AND COORDINATION WITH THE

SELECTED MANUFACTURER’S SYSTEM FOR

ACCESS TO THE 18-INCH RAISED FLOOR. THE TOP

LANDING SHALL HAVE A MINIMUM DEPTH OF 36

INCHES AND A WIDTH EQUAL TO OR GREATER

THAN THE STAIR WIDTH. THE PREFABRICATED

STAIR SYSTEM SHALL BE INSTALLED PER THE

MANUFACTURER'S INSTRUCTIONS AND SHALL

CONFORM TO THE INTERNATIONAL BUILDING CODE

(IBC 2018). ALL MATERIALS, FINISHES, AND

INSTALLATION METHODS SHALL MEET LOCAL

BUILDING CODE AND ACCESSIBILITY

REQUIREMENTS.

SPECIFICATIONS

DIVISION 02 - EXISTING CONDITIONS

024100Selective Demolition

DIVISION 06 - WOOD AND PLASTICS

061000Rough Carpentry 064023Interior Architectural Woodwork

DIVISION 07 - THERMAL PROTECTION

078100 Applied Fireproofing 078410Penetration Firestopping 079200Joint Sealants

DIVISION 08 - OPENINGS

081400Flush Wood Doors 087100Door Hardware

024100 SELECTIVE DEMOLITION

Summary:

1. Provide selective demolition of interior partitions, systems, ceilings and components designated to be removed.

2. Protect portions of building, site and adjacent structures affected by demolition operations.

3. Remove and properly terminate abandoned utilities, conduits and wiring systems, including those above ceilings.

4. Provide temporary protection for the public from demolition operations.

5. Provide pollution control during demolition operations.

6. Provide removal and legal disposal of materials.

7. Notify Building Owner in writing of schedule of shut off of utilities which serve occupied spaces.

8. Notify Building Owner in writing if hazardous materials are encountered or suspected and stop work in that area until determination is made.

9. Coordinate items to be salvaged for Reinstallation or Packaged and Delivered to Owner's

Storage Area.

10. Remove items of salvageable value to the contractor from the project area as work progresses.

Transport salvaged items from the site as they are removed. Do not store salvaged items on site.

11. Patch and repair items affected by scope of work to match existing conditions.

Submittals:

1. Submit demolition schedule. Include methods for protecting adjacent work and location of temporary partitions if applicable. Provide in-situ samples for coordination with new work (flooring demolition and prep).

2. Submit proposed location for legal disposal of materials, and permit if applicable.

Demolition:

1. Survey existing conditions and coordinate with Architectural Drawings and specifications to verify extent of demolition required. Provide videotape of existing conditions if clarification of existing damage may be construed as damage done by construction operations.

2. Verify conditions at site to determine whether demolition methods proposed for use will not endanger existing structures by overloading, failure, or unplanned collapse.

3. Perform demolition operations by methods which do not endanger adjacent spaces, structures, or the public.

4. Perform demolition operations to prevent dust and pollutant hazards. Provide chutes as required to control dust and debris.

055120 ALUMINUM STAIR

Summary:

1. Provide aluminum stair system as indicated on drawings.

Submittals:

1. Submit product data, shop drawings, warranty data.

Products:

1. Aluminum members shall conform to current edition of Aluminum Association Specifications.

2. Aluminum welding shall be in accordance with ANSI/AWS D1.2-97 GMAW.

3. Stair treads, stringers and landings shall be designed for a uniform live load of 100 pounds per square foot and a concentrated vertical load of 300 pounds over an area of 4 square inches.

4. Stair treads shall be prefabricated in typical 42” width. Custom widths can be fabricated as requested. All treads have ADA compliant nosing.

5. Coordinate threshold height of stair with raised access flooring system.

6. Landing clearance shall be 48" x 48", shall be continuous, without gaps and have a walking surface coefficient of friction of 0.93.

7. Landing and stair rails shall comply with the following loads:

A. Handrails shall be designed to resist a concentrated load of 200 pounds applied at any point and in any direction at the top of the rail.

B. Handrails shall be designed to resist a simultaneous load of 50 pounds per linear foot applied horizontally and 100 pounds per linear foot applied vertically downward at the top of the rail.

C. Guardrail systems shall be designed to resist a 200 pound concentrated horizontal load applied evenly over a one foot square area at any point in the system.

Installation:

D. Stair rail gripping surface shall be smooth and continuous.

1.Stair hand rail shall be 34” high from the nose of the tread to top of the rail (measured perpendicularly from the tread nose).

2.Stair top rail shall be 1 1/4” Sch. 40 aluminum pipe with a barrier system of pipe installed halfway between handrail and nosing of treads / landing.

Installation:

1. All legs shall be thru bolted using stainless steel bolts grade 304.

2. Legs shall be fastened directly to concrete substrate.

061000 ROUGH CARPENTRY

Summary:

1. Rough carpentry for grounds, nailers and blocking.

2. Metal framing.

Submittals:

1. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses.Indicate species and grade selected for each use and design values approved by the ALSC Board ofReview.

Products:

1. Fire Retardant Treatment for All Interior Concealed Carpentry: AWPA C20 for lumber and

AWPA C27 for plywood; noncorrosive type.

2. Moisture Content: 15 percent for 2-inch nominal thickness or less; 19 percent for more than

2-inch nominal thickness 5.

3. Anchors and Fasteners: Non corrosive, suitable for load and exposure.

Installation:

1. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame

Construction".

2. Framing and fastening to comply with ICC, IBC Section 23 Wood.

071900 CLEAR PENETRATING SEALERS

Summary:

1. Provide sealer at exposed concrete floors (including under access flooring).

Submittals:

1. Submit product data, maintenance data, warranty data.

Products:

1. Waterbased, breathable, low-VOC penetrating sealer forming a water-repellent surface.

2. Product to meet ASTM E 514.

Installation:

1. Comply with requirements of Section 011000.

2. Protect surrounding materials before installing sealer.

3. Existing concrete floor shall be cleaned of any dirt, debris of demolished adhesive compounds.

079200 JOINT SEALANTS

Summary:

1. Nonsag gunnable sealant

2. Joint backings and accessories Submittals:

1. Provide product data, standard finish chart for color selection, joint sealant schedule inclusive of joint sealant application, location, and designation.

Products:

1. Latex Joint Sealants:

A. Acrylic Type: Acrylic emulsion, ASTM C 834.

B. Application: Interior joints in vertical and overhead surfaces with limited movement.

2. Sanitary Silicone Elastomeric Joint Sealants:

A. Type: One part mildew resistant silicone sealant, ASTM C 920.

B. Application: Sanitary applications, interior use.

3. Fire Resistive Joint Sealers:

A. Type: One part fire stopping sealant.

B. Application: Penetrations in fire rated floor and wall assemblies.

4. Auxiliary Materials:

A. Plastic foam joint fillers.

B. Elastomeric tubing backer rods.

C. Bond breaker tape.

5. Acoustical Sealants:

A. Type: Latex-based sealing compounds, ASTM C834 B. Application: For Exposed, color as selected by Architect from manufacturer's complete range of colors. For Concealed, color per manufacturer's standard.

Installation:

1. Comply with requirements of Section 011000.

2. Test sealant adhesion for each substrate required.

3. Install in proper relation with adjacent work.

4. Clean adjacent surfaces soiled with sealant immediately.

081400 FLUSH WOOD DOORS

Summary:

1. Reinstall existing flush wood doors as indicated on drawings.

2. Provide floor preparation. Refer to Section 096005.

Installation:

1. Comply with requirements of Section 011000.

2. Comply with NWMA IS 1 and AWI Quality Standards.

3. Prefit doors to frames, premachine doors for hardware, and factory bevel.

4. Install with not more than 1/8 inch clearance at top and sides, 1/4 inch at bottom unless undercut is required.

087100 DOOR HARDWARE

Summary:

1. Provide hardware for swinging doors. Refer to floor plan.

Submittals:

1. Submit product data, hardware schedule, maintenance data.

Products:

1. Product Requirements:

A. Handicapped Accessibility: ANSI A117.1, ADAAG, and local requirements.

B. Materials and Application: ANSI A156 series standards.

C. BMHA A156 Series D. Quality Level: Commercial.

E. Access Control: Cypher combination lock, vandal resistant, with key ovveride.

Installation:

3. Comply with requirements of Section 011000.

4. Comply with Door Hardware Institute "Recommended Locations for Builder's Hardware" and hardware manufacturers instructions.

092110 GYPSUM BOARD ASSEMBLIES

Summary:

1. Provide Gypsum Board Assemblies as indicated on drawings:

A. Interior walls, partitions, and ceilings for tape and joint compound finish.

B. Remodeling gypsum drywall systems at areas of new construction.

C. Gypsum board finishes.

D. Sound attenuation insulation.

E. Concealed acoustical and fire rated sealants.

Submittals:

1. Submit product data to include limiting height chart for each type and gage of metal framing.

Products:

1. Products: Refer to drawings and comply with the following.

2. Gypsum Wallboard: ASTM C 36, regular and fire rated types. Refer to drawings for thickness.

3. Trim Accessories:

A. Material: Metal and plastic (plastic for J-Bead only).

B. Types: Cornerbead, edge trim, edge reveals, and control joints.

4. Auxiliary Materials:

A. Gypsum board screws, ASTM C 1002.

B. Fastening adhesive.

C. Concealed acoustical sealant, refer to Section 079200.

D. Mineral fiber sound attenuation blankets, meet assembly requirements on drawings, coordinate size with framing spacing for tight friction fit.

Installation:

1. Comply with requirements of Section 01000.

2. Comply with standards referenced above and ASTM C 840, GA 216 and GA 214.

3. Install joints only over framing members. Do not allow butt to butt joints.

4. Provide blocking for items such as, but not limited to casework, furniture, elec equipment, artwork, signage, and similar items.

5. Provide acoustical sealant at runner tracks, wall perimeters, openings, expansion, and control joints per ASTM

C919.

6. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces.

7. Where new partitions meet existing construction, remove existing cornerbeads to provide smooth transition.

8. Provide Level 4 finish treatment, minimum, vertical surfaces, UON on Drawings.

A. Sand and leave ready for finish painting and wall treatment.

092116 NONSTRUCTURAL METAL FRAMING

Part 1 - General

1.1 Summary:

1. Non-load-bearing steel framing systems for interior partitions.

1.2 Action Submittals:

1. Product data for each type of product.

1.3 Quality Assurance:

1. Code-Compliance Certification of Studs and Tracks: Provide documentation that framing members are certified according to the product-specification program of the Certified Steel Stud Association, the Steel Framing Industry Association, or the Steel Stud Manufacturers Association.

Part 2 - Products

2.1 Framing Systems:

1. Framing Members, General: Comply with ASTM C754 for conditions indicated.

A. Steel Sheet Components: Comply with ASTM C645 requirements for steel unless otherwise indicated.

B. Protective Coating: ASTM A653/A643M, G40 (Z120), hot-dip galvanized unless otherwise indicated.

2. Studs and Tracks: ASTM C645:

A. Steel Studs and Tracks:

3. Slip-Type Head Joints: Where indicated, provide one of the following:

A. Clip System: Clips designed for use in head of wall deflection conditions that provide a positive attachment of studs to tracks while allowing 1-1/2-inch (38mm) minimum vertical movement.

B. Single Long-Leg Track System: ASTM C645 top track with 2-inch- (51-mm-) deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top track and with continuous bridging located within 12 inches (305 mm) of the top of studs to provide lateral bracing.

C. Deflection Track: Steel sheet top track manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs.

4. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

A. Minimum Base-Steel Thickness: 0.0269 inch

5. Cold-Rolled Channel Bridging: Steel, 0.0538-inch minimum base-steel thickness, with minimum 1/2-inch- wide flanges.

A. Depth: As indicated on Drawings.

B. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel.

6. Hat-Shaped, Rigid Furring Channels: ASTM C645.

A. Minimum Base-Steel Thickness: As indicated on Drawings.

B. Depth: As indicated on Drawings.

7. Resilient Furring Channels: 1/2-inch- deep, steel sheet members designed to reduce sound transmission.

A. Configuration: Asymmetrical or hat shaped.

8. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch- (13- wide flanges.

A. Depth: As indicated on Drawings.

2.2 Auxiliary Materials:

1. General: Provide auxiliary materials that comply with referenced installation standards.

A. Fasteners for Steel Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates.

Part 3 - Execution

3.1 Examination:

1. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work.

2. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 Installation, General:

1. Installation Standard: ASTM C754.

A. Gypsum Board Assemblies: Also comply with requirements in ASTM C840 that apply to framing installation.

1. Install framing and accessories plumb, square, and true to line, with connections securely fastened.

2. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

3. Install bracing at terminations in assemblies.

4. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently.

DIVISION 09 - FINISHES

092110Gypsum Board Assemblies 096005Requirements for Sub-Floor 096513Resilient Base 099000Painting and Coating

DIVISION 10 - SPECIALTIES

101400 Signage 104400Fire Protection Specialties

096005 REQUIREMENTS FOR SUBFLOOR

Summary:

1. Provide flat & level subfloor at floor elevations indicated on the Drawings for new flooring, glazing, and doors. Meet subfloor flat & level tolerances per manufacturer's recommendations.

2. Perform testing: for relative humidity (RH) and alkalinity per manufacturer's recommendations at slab-on-grade and for direct glue-down applications.

3. Prepare subfloor to receive finish flooring per Manufacturer's instructions, recommendations, and restrictions for subfloor treatment materials based on RH and alkalinity test findings. Preparation of subfloor to include: grinding or scarifying slab, applying leveling compound to meet finish elevations, applying concrete slab primer.

Submittals:

1. Submit product data per manufacturer to include instructions, recommendations, and restrictions for subfloor treatment materials.

Products:

1. Subfloor Treatment: Materials manufactured, supplied, or approved by each finish floor manufacturer for trowel-able underlayments and patching compounds and which are allowable under finish flooring system warranty. Latex modified, moisture resistant, non-shrinking, Portland cement based material certified by manufacturer for “on grade” and “below grade” applications.

2. Concrete Slab Primer: Non-staining type.

Installation:

1. Clean subfloors to remove paint, GWB joint compound, grime, dust, debris and all foreign materials and to satisfy manufacturer's recommendations.

2. Perform testing for relative humidity per ASTM F 2170 with one test per every 2000 sf of finished flooring area and for each change in subfloor condition.

3. Perform testing for relative humidity per ASTM-1869-04 (Calcium Chloride) with one test per every 1000 sf of finished flooring area and for each change in subfloor condition.

4. Protect concrete slab from re-wetting from all sources.

5. Record subfloor joint and crack locations, sizes & conditions. Determine if joints and cracks are moving or stable. Seal moving joints & cracks per manufacturer's recommendations; fill non-moving stable joints and cracks with subfloor treatment material.

096513 RESILIENT BASE

Summary:

1. Rubber base, refer to Finish Schedule.

Submittals:

1. Submit product data, samples, and maintenance data.

Products:

1. Products: Refer to Finish Schedule for applicable items:

2. Rubber Wall Base: FS SS W 40, Type I, 0.125 inches thick, UON.

A. Cove type with topset toe.

3. Auxiliary Materials:

A. Adhesives: Water resistant type.

Installation:

1. Comply with requirements of Section 011000 - Project Requirements.

2. Apply wall base to walls, columns, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

3. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.

4. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

5. Do not stretch wall base during installation.

6. Premolded Corners: Install premolded corners before installing straight pieces.

096900 ACCESS FLOORING

Summary:

1. Provide access flooring system as scheduled.

Submittals:

1. Submit product data, shop drawings, delegated design for seismic design of access flooring, maintenance data.

Products:

1. 24x24" Unfilled Steel Panel Access Flooring.

2. Perforated Panels and grates as required to meet ventilation requirements.

3. Mechanically attached steel pedestal system and stringer understructure.

4. Gaskets seals between panel and stringer system to deaden sound.

5. Static-Dissipative Vinyl Tile: ASTM F1700, Class I (Monolithic Vinyl Tile), Type A (Smooth

Surface).

Installation:

1. Comply with requirements of Section 011000.

2. Install pedestals so installed panels are flat, level, and proper height +/- 1/16".

3. Design system to comply with ASCE/SEI 7 seismic requirements.

099000 PAINTING AND COATING

Summary:

1. Provide painting and surface preparation for interior unfinished surfaces as scheduled.

2. Provide repainting and surface preparation at areas of remodeling.

3. Provide painting of entire surface where patch painting is required.

4. Factory finished items, except as noted.

Submittals:

1. Submit product data, samples consisting of two strike-downs of each color and each finish.

2. Extra stock consisting of 1 unopened gallon of each type of paint used at completion.

Products:

1. Products: Refer to Finish Schedule.

2. Requirements: No VOCs; 100% Acrylic.

3. First line commercial quality products for all coating systems.

4. Schedule:

A. Gypsum board and plaster walls, eggshell finish, 1 coat primer and 2 coats finish.

Installation:

1. Comply with requirements of Section 011000 .

2. Test sample area for adhesion for each type of paint and surface.

3. Remove cover plates, T-stats, horn, strobes and pull-stations. Protect hardware and adjacent surfaces.

4. Apply paint to achieve manufacturer's recommended dry film thicknesses.

5. Paint entire surface where patch painting is required.

6. Recoat areas which show bleed through, ghosting, defects or flashing.

7. Clean paint spatter from adjacent surfaces and glass.

8. Touch up damaged surfaces at completion of construction.

M100

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2025.02.21

1" W

1" W 1" W 1" W

3/8" W

BRINE

TANK

UNION

(TYP)

ISOLATION

VALVE (TYP)

WS-1 (WATER SOFTENER)

CDP-2

WS-1 (WATER SOFTENER)

CDP-1STORAGE TANK

RO-1

REVERSE

OSMOSIS SKID

3/4" CW

1" CW

SAMPLING

DRAIN (TYP)

1" CW

PRESSURE

GAUGE

(TYP)

1" CW

1" CW 1" CW

BYPASS,

NORMALLY

CLOSED

REDUCER

(TYP.)

1/2" W

1-1/2" W, SLOPE

TO DRAIN 14"

PER FOOT

1/2" W

INVERTED

U-TRAP

1-1/2" W, SLOPE

TO DRAIN 14"

PER FOOT

1.1 GENERAL

A. Provide a complete operational mechanical system as described herein, and in complete accord with applicable codes and standards. The scope of work shall include, but not limited to, the provision of all labor, materials, tools and equipment required for the installation, testing and commissioning of the complete mechanical system.

B. The drawings and specifications are a guide to establishing quality of equipment, materials, workmanship and performance. Drawings and specifications are complementary to one another, but in the event of a discrepancy the more stringent shall prevail. Any discrepancy between drawings and specifications leaving in doubt the true intent of work shall be brought to the attention of the Engineer immediately.

C. The term "provide" shall mean to supply and install.

D. References to “Engineer” in this document shall mean Stantec Consulting Ltd./Stantec Consulting Inc.

E. Before submitting their bid, the Contractor shall examine the site and all existing conditions affecting the work under this contract. The Contractor shall confirm that the work shown and described herein can be completed without additional charges immediately following the award of Contract.

F. The mechanical system shall comply with the requirements of all applicable codes and standards as adopted by authorities having jurisdiction including applicable localBuilding Code/International Building Code, all revisions and amendments thereto, and any other codes that may be applicable. The Contractor shall pay all fees, obtain all permits required, and obtain inspections and approvals required from the Authorities Having Jurisdiction.

G. Provide a written guarantee stating that all materials and workmanship provided under this Contract shall be remain free from defects for a period of one (1) year from the date of acceptance of the completed Work, and further that any defects that become apparent during the guarantee period will be corrected at no additional cost.

H. All work shall be executed in a workmanlike manner and shall have an acceptable appearance when completed. All workmanship shall be in accordance with recognized trade standards.

I. All materials used shall be new and of the best quality available. All equipment and materials shall conform to flame spread and smoke developed ratings as required by the applicable local and national building codes.

J. All equipment shall be installed in accordance with the manufacturer's printed installation directions.

K. The Contractor shall be familiar Scope of Work and shall cooperate with the Owner so that the work will not conflict with day-to-day operations. Any conflicts or defaults which arise during the construction period must be resolved immediately. Comply with all Owner specific workplace regulations and requirements.

L. Make any necessary changes necessary to accommodate the work of other trades and note such changes on the Record Drawings.

M. Provide general, liability and vehicle insurance coverage for the duration of the Work.

Provide insurance certificates when requested.

N. Work areas shall be maintained in a clean and safe condition to the satisfaction of the Owner and Engineer.

O. All existing items which need to be removed, and which have a reasonable salvage value, such as fans and motors, air terminals, plumbing fixtures, and valves, shall be carefully removed and handed over to the Owner. Handing over to the Owner includes moving to Owner's designated storage place on site. These items shall not become the property of the Contractor. The Owner has first right to the salvaged equipment. Obtain a written receipt from the Owner detailing each of the items handed over.

P. All existing items not required by the Owner shall be removed from the site.

Q. Patch and make good existing surfaces where disturbed by the Work, to “as good or better” condition. Use materials that are compatible with the existing materials.

R. Be responsible for all work identified or implied by the drawings and specifications, including but not limited to:

1. Installation and commissioning of all systems, including the equipment provided by the

Owner where noted.

2. Balancing the air and water systems.

3. Make provisions for easy access for air and water balancer.

4. Revision and testing of the heating, ventilation, plumbing and sprinkler and controls system in the area.

5. Disposal of all unused material.

6. Be responsible for the performance and commissioning of all equipment supplied and installed for the project (including all equipment supplied by the Owner where applicable).

1.2 DESCRIPTION OF WORK

A. Be responsible for all work identified or implied by the drawings and specifications, including but not limited to;

1. Installation and commissioning of all systems, including the equipment provided by the

Owner where noted.

2. Balancing of the air and water systems. Make provisions for easy access for air and water balancer.

3. Revision and testing of the heating, ventilation, plumbing and sprinkler systems in the area.

4. Disposal of all unused material.

5. Be responsible for the performance and commissioning of all equipment supplied and installed for the project (including all equipment supplied by the Owner where applicable).

1.3 STANDARD OF ACCEPTANCE

A. Means that item named and specified by manufacturer and/or equipment model number conforms to specifications and sets standard regarding performance, quality of material and workmanship and when used in conjunction with a referenced standard, shall be considered to satisfy the standard.

B. Where two or more manufacturers are listed, the manufacturer's name shown underlined or shown with a model name and/or number, was used in preparing the design. Project bids may be based on any one of those named, provided that they meet every aspect of the drawings and specifications.

C. Where other than the underlined manufacturer or named manufacturer is selected or approved, contractor shall cover the cost of any resulting work (both under this Division and other Divisions) and any necessary redesign of installation or structure. Submit redesign drawings for review with Shop Drawings. Maintain installation, access and servicing clearances. Redesign drawings shall be to scale and of a standard equal to the Project Drawings.

D. Where two or more items of equipment and/or material, of the same type, are required, provide products of a single manufacturer.

E. A visible manufacturer's nameplate shall indicate manufacturer's name, model number, serial number, capacity data, electrical characteristics and approval stamps.

1.4 ADDITION OF ACCEPTABLE MANUFACTURERS

A. Material/products considered to satisfy the specification, but of a manufacturer other than those named in the Specification may be submitted to the Engineer for consideration not later than five (5) working days prior to project bid date.

B. Addition of manufacturer's names to the specifications will be in writing by the Engineer.

1.5 EXISTING SERVICES

A. Confirm locations and routings of all existing services which might be affected by the work.

Protect existing and repair any damage caused by any work performed. Accommodate work changes in location and routing as may be necessary.

1.6 CUTTING & PATCHING

A. Be responsible for all cutting, patching, digging, and coring required to accommodate the mechanical services. Correct and repair to match the original condition.

B. Verify the location of existing building services and structural reinforcement within existing roof, floors and walls prior to cutting. Cutting of structural building components shall only take place upon the receipt of specific written approval of the Structural Engineer. Repairs to existing services damaged as a result of cutting is included in this section of the work.

1.7 MISCELLANEOUS METAL

A. Include all miscellaneous steel work as outlined in the Specifications, including but not limited to support of equipment.

B. All steel work shall be prime coated, ready for paint finish.

1.8 ACCESSIBILITY

A. Install all work so as to be readily accessible for adjustment, inspection, operation and maintenance.

1.9 ARCHITECTURAL ACCESS DOORS

A. Install at all concealed dampers, traps, unions, valves, water hammer arrestors, special equipment, and trap primers.

B. Locate access doors so that all concealed items are readily accessible for adjustment, operation and maintenance.

C. Do not locate access doors in feature wall or ceiling construction without the prior approval of the engineer. Locate in service areas wherever possible.

1.10 LUBRICATION OF EQUIPMENT

A. Lubricate all equipment prior to being operated, except sealed bearings, which shall be checked.

B. Use the lubricant recommended by the manufacturer for the service for which the equipment is specified.

1.11 ESCUTCHEONS

A. Provide escutcheons on all pipes passing through finished walls, floors and ceilings.

B. Escutcheons shall be chrome plated or stainless steel suitable for dimensions of piping and insulation.

1.12 PENETRATION OF FIRE SEPARATIONS

A. Seal all pipe and duct penetrations through fire separations with "3M Fire Barrier" system or equal U.L. Listed system. Coordinate with owner on preferred system.

1.13 PENETRATION OF SOUND AND PRESSURE SEPARATIONS

A. Seal all pipe and duct penetrations through sound and/or pressure separations to minimize noise transfer and/or air leakage.

1.14 TEMPORARY USE OF MECHANICAL SYSTEMS

A. Obtain written permission from the Engineer or Owner if it is desired to use the mechanical systems for temporary heat.

B. The following conditions must be confirmed prior to the use of the mechanical systems for temporary heating:

1. Any equipment start-ups shall comply with specified procedures.

2. All sanding must be complete, spray painting must be complete.

3. The contractor must pay for the gas/electricity.

4. All inspectors approvals must be received.

5. Lubricate all equipment operated.

6. Alarms/controls must be operational.

C. During the temporary heating period, comply with the following conditions:

1. Keep all work areas clean.

2. Maintain chemical treatment of piping systems.

3. Maintain the systems.

4. Operate the units utilizing 100% outside air if possible, to avoid…